Public Works Packet 2015 11-17-15
AGENDA
PUBLIC WORKS COMMITTEE MEETING
Tuesday, November 17, 2015
6:00 p.m.
City Hall Conference Room
Citizen Comments:
Minutes for Correction/Approval: October 20, 2015
New Business:
1. PW 2015-64 2015 Road to Better Roads (MFT) – Change Order No. 1
2. PW 2015-65 2015 Road to Better Roads Additional Work – Change Order No. 1
3. PW 2015-66 Game Farm Road / Somonauk Street Improvements – Authorization No. 4
4. PW 2015-67 Ridge Street Water Main Improvements – Change Order No. 1
5. PW 2015-68 Route 71 Sanitary Sewer and Water Main Replacement – Engineering Agreement
Amendment
6. PW 2015-69 Appletree Court and Church Street Water Main Replacement – Engineering Agreement
7. PW 2015-70 Autumn Creek 2A – Acceptance of Public Improvements
8. PW 2015-71 Route 47 ITEP (Streetlights) – Authorization No. 1
9. PW 2015-72 Capital Project Update
10. PW 2015-73 Route 34 – West Section Medians
11. PW 2015-74 Mowing and Maintenance of Public Parkways
Old Business:
1. PW 2015-45 E-Waste Recycling
2. PW 2015-55 Route 47 Pedestrian Crossings
3. PW 2015-57 Traffic Calming Devices
a. Bristol Bay Elementary School Evaluation
b. Traffic Calming Toolbox
Additional Business:
2015/2016 City Council Goals – Public Works Committee
Goal Priority Staff
“Countryside Infrastructure” 4 Eric Dhuse & Brad Sanderson
“Vehicle Replacement” 5 Eric Dhuse
“Capital Infrastructure” 7 Bart Olson & Eric Dhuse
“Road Study (Update & Refresh)” 9 Eric Dhuse & Brad Sanderson
“Sidewalk Plan Funding” 18 Bart Olson & Rob Fredrickson
United City of Yorkville
800 Game Farm Road
Yorkville, Illinois 60560
Telephone: 630-553-4350
www.yorkville.il.us
UNITED CITY OF YORKVILLE
WORKSHEET
PUBLIC WORKS COMMITTEE
Tuesday, November 17, 2015
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. October 20, 2015
□ Approved ________
□ As presented
□ With corrections
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NEW BUSINESS:
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1. PW 2015-64 2015 Road to Better Roads (MFT) – Change Order No. 1
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. PW 2015-65 2015 Road to Better Roads Additional Work – Change Order No. 1
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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3. PW 2015-66 Game Farm Road/Somonauk Street Improvements – Authorization No. 4
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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4. PW 2015-67 Ridge Street Water Main Improvements – Change Order No. 1
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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5. PW 2015-68 Route 71 Sanitary Sewer and Water Main Replacement – Engineering Agreement Amendment
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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6. PW 2015-69 Appletree Court and Church Street Water Main Replacement – Engineering Agreement
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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7. PW 2015-70 Autumn Creek 2A – Acceptance of Public Improvements
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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8. PW 2015-71 Route 47 ITEP (Streetlights) – Authorization No. 1
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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9. PW 2015-72 Capital Project Update
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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10. PW 2015-73 Route 34 – West Section Medians
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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11. PW 2015-74 Mowing and Maintenance of Public Parkways
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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OLD BUSINESS:
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1. CC 2015-45 E-Waste Recycling
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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2. PW 2015-55 Route 47 Pedestrian Crossings
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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3. PW 2015-57 Traffic Calming Devices
a. Bristol Bay Elementary School Evaluation
b. Traffic Calming Toolbox
□ Moved forward to CC __________ consent agenda? Y N
□ Approved by Committee __________
□ Bring back to Committee __________
□ Informational Item
□ Notes ___________________________________________________________________________
_________________________________________________________________________________
_________________________________________________________________________________
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ADDITIONAL BUSINESS:
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Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
Minutes
Tracking Number
Minutes of the Public Works Committee – October 20, 2015
Public Works Committee – November 17, 2015
Majority
Committee Approval
Minute Taker
Name Department
Page 1 of 3
DRAFT
UNITED CITY OF YORKVILLE
PUBLIC WORKS COMMITTEE
Tuesday, October 20, 2015, 6:00pm
Yorkville City Hall, Conference Room
800 Game Farm Road
IN ATTENDANCE:
Committee Members
Chairman Chris Funkhouser Alderman Jackie Milschewski
Alderman Larry Kot Alderman Ken Koch
Other City Officials
City Administrator Bart Olson
Public Works Director Eric Dhuse
Engineer Julie Morrison, EEI
Other Guests:
Rachel McNamee, Bristol Bay Tom Healy, Layne Christensen
Scott DeYoung, Municipal Well & Pump Mike McDonald, Layne Christensen
The meeting was called to order at 6:00pm by Chairman Chris Funkhouser.
Citizen Comments:
Rachel McNamee of Bristol Bay discussed the traffic situation at Galena & Rt. 47 and said it is difficult
to make a right turn onto Galena Road from Bristol Bay. Then when busses are making a left hand turn
onto Rt. 47, only 2 cars get through each cycle. For an immediate solution, she suggested the stoplights
be programmed in the same fashion as Rt. 30 and Rt. 47 since there is a smoother traffic flow. Mr.
Olson concurred, but said the State controls the lights and her comments will be forwarded to IDOT.
Previous Meeting Minutes: September 15, 2015
The minutes were approved as presented.
New Business:
1. PW 2015-58 Water Department Reports for May – August 2015
Mr. Dhuse said these are the standard reports and water use for the summer was reasonable for daily
use per capita. Mr. Funkhouser had a question on #8 for August, where “water above pump” dropped
significantly. Mr. Dhuse will research. This moves to consent agenda.
2. PW 2015-59 Public Works Committee Meeting Dates for 2016
The committee approved the dates and the time will remain at 6:00pm.
Page 2 of 3
3. PW 2015-60 2015 Bond/LOC Reduction Summary to Date
Mr. Olson said in the past quarter, there have been only 2 additional items. Alderman Kot said this
report was very helpful for tracking. For information.
4. PW 2015-61 Wrigley EDP Engineering Agreements – HR Green (Re-approval)
The engineering agreement had already been approved to do the intersection re-design, but IDOT asked
to have it in another format. This moves forward to the Council consent agenda.
5. PW 2015-62 Well No. 8 Rehabilitation – Bid Award
Ms. Morrison said there were 4 bidders and made a recommendation to award to Layne Christensen
with a bid of $86,929. She said the bid from Municipal Well & Pump was missing some information.
Scott DeYoung, CFO and owner of Municipal Well & Pump, presented some further insight. He said 3
of the mandatory items on the bid were not filled out since Layne Christensen would not provide prices
to him, a competitor, since Layne has exclusive rights to some of the equipment made by Byron
Jackson. Mr. DeYoung said EEI was notified of the reason. He said alternate pieces of equipment
were approved in the specifications and he asked why his bid was disqualified even though they
provided bids on the alternate approved equipment.
Secondly, Mr. DeYoung said that his company provided a total price on items where Layne provided
unit prices. He also quoted some other prices of replacement equipment which he said were lower
than Layne and said his company should be awarded the contract as the overall lowest bidder. He said
his company is more than qualified for the job and has done many projects with EEI. Ms. Morrison
acknowledged that overall, Municipal Well & Pump was the lowest bidder even though they did not fill
out some of the mandatory fields. Mr. Dhuse said that since not all pumps are pulled at the same time
for repair/replacement, it is feasible to have alternate brands of equipment.
Mr. Olson asked if this matter was time-sensitive to allow for time to address these questions and
comments and present the findings at the November 10th Council meeting. Mr. Funkhouser had
concern that a 3rd bidder did provide the mandatory numbers, however, Alderman Milschewski said it's
unknown how they got the figures.
Tom Healy of Layne Christensen said he handled projects for the city since 1980 and discussed some
of the alternate equipment prices. He said his company is a factory authorized repair center and rep for
Byron Jackson equipment since 1972. He said it's possible his company can repair rather than replace
some of the equipment.
In conclusion, further staff review will be done and this item will move forward to the November 10th
Council meeting for discussion under Public Works.
6. PW 2015-63 Subordination of Surface Rights – Route 34 Improvements
IDOT is getting ready to finalize design engineering so the City needs to show that the State rights will
take precedence over the City where the easement is concerned near Autumn Creek and Grande
Reserve. This moves to the consent agenda.
Old Business:
1. PW 2015-45 E-Waste Recycling
Mr. Olson said no return calls have been received from electronic recyclers. He stated that Waste
Management has a program for their customers and will do on-demand e-waste pickup at the curb for
Page 3 of 3
$1.00 per month per user. He said the City will go out to bid in 2016 for the year 2017 and could
consider them. Complete Sanitation (now called Groot) does pickups in Plano at this time. Alderman
Milschewski said at the last white goods pickup, a door was left on a freezer and she asked to have a
reminder included in utility bills.
The State has been doing a comprehensive study of e-waste in Illinois, according to Mr. Olson. The
haulers aren't getting paid by the State even though the State mandated the pickups. The State collects
money from the manufacturers eventually. This will be brought back next month for more discussion.
2. PW 2015-57 Traffic Calming Devices
Ms. Morrison said information requested at the September meeting will be presented in November.
Mr. Funkhouser said Ms. Terri Zub had made a presentation about the school traffic issues in Bristol
Bay and there was discussion about working with the City to obtain more crossing guards. The School
has sent an email to Mr. Olson and Mr. Funkhouser also talked with the school and school board
officials. Mr. Kot asked to have this matter on the next Public Works meeting for follow-up. The
City will ask the school officials to be present at the next Public Works meeting. Legal information
will also be forthcoming from City Attorney Orr regarding crossing guards and training. This will
come back in November.
In a related matter, Ms. Morrison said information regarding Rt. 47 and Main St. has not been received
yet from IDOT related to a pedestrian crossing process. She said a study will likely be needed and it
would be more beneficial in the warmer weather when there are more pedestrians and all the roadwork
is complete. This will be brought back in November for further update.
3. PW 2015-15 Game Farm Road – Somonauk Street Project - Update
Essentially all the work is done except some landscaping and the punchlist will be sent soon. The
completion date is November 13. Alderman Milschewski asked if trees that were cut down will be
replaced, however, there is no tree replacement clause. The final balancing order will not be received
until next spring after the punchlist is done. This will come back next spring for final discussion.
Additional Business:
Alderman Kot asked about the engine braking signs that have not been replaced. The City is working
with the State as there is no clause for replacement.
The pothole patching has been continuing in the last couple weeks and will continue through the
winter.
Alderman Koch asked about the hill on Rt. 47—a portion is City-owned and the other portions are
privately owned. Mr. Dhuse will inquire about getting property pins.
Mr. Funkhouser asked about equipment for maintaining the hill and Mr. Dhuse is researching. Ms.
Milschewski suggested alternative plantings not needing maintenance or to terrace it. This will be
discussed as part of the downtown planning. Another option discussed was to sell it, however, there is
limited access and Mr. Olson said the City cannot sell their portion since it is State right-of-way.
There was no further business and the meeting was adjourned at 6:51pm.
Minutes respectfully transcribed from audio by
Marlys Young, Minute Taker
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #1
Tracking Number
PW 2015-64
2015 RTBR (MFT)
Public Works Committee – November 17, 2015
Consideration of Approval
Consideration of Change Order No. 1
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Change Order No. 1 for the above referenced project.
A Change Order, as defined by in the General Conditions of the Contract Documents, is a written
order to the Contractor authorizing an addition, deletion or revision in the work within the
general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or
Contract Time.
Background:
The United City of Yorkville and D Construction, Inc. entered into an agreement for a contract
value of $544,478.75 for the above referenced project. Construction began on in the fall of 2015
and is now complete.
Questions Presented:
Should the City approve Change Order No. 1 which would increase the contract amount by
$4,785.64?
Discussion:
Change Order No. 1 includes additions/deductions to the contract quantities to reflect as-built
quantities and new pay items for unexpected field conditions (see attached for detail).
No additional change orders are anticipated as project work is complete. We anticipate a final
contract value of $549,264.39.
We are recommending approval of the Change Order.
Action Required:
Consideration of approval from the City Council for Change Order No. 1.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: November 9, 2015
Subject: 2015 MFT/RTBR Program –Change Order No. 1
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CHANGE ORDER
Order No. 1
Date: November 9, 2015
Agreement Date: June 10, 2015
NAME OF PROJECT: 2015 MFT/RTBR Program
OWNER: United City of Yorkville
CONTRACTOR: D. Construction, Inc.
The following changes are hereby made to the CONTRACT DOCUMENTS:
1) Deduction of Bituminous Materials (Prime Coat)
1,992.0 Pounds @ $0.01/Pound ($19.92)
2) Deduction of HMA Surface Removal – Butt Joint
285.0 SY @ $0.01/SY ($2.85)
3) Deduction of Leveling Binder (Hand Method), N50
70.0 Ton @ $85.00/Ton ($5,950.00)
4) Addition of Leveling Binder (Machine Method), N50
834.8 Ton @ $66.00/Ton $55,096.80
5) Addition of HMA Surface Course, Mix “D”, N50
99.0 Ton @ $67.00/Ton $6,633.00
6) Deduction of Incidental HMA Surfacing
290.0 Ton @ $87.00/Ton ($25,230.00)
7) Addition of PCC Sidewalk Removal and Replacement
192.4 SF @ $7.00/SF
$1,346.80
8) Addition of Detectable Warnings
28.0 SF @ $23.00/SF $644.00
9) Deduction of HMA Surface Removal – 1 Inch
10.0 SY @ $3.00/SY ($30.00)
10) Deduction of HMA Surface Removal – 1.5 Inch
2,455.1 SY @ $2.00/SY ($4,910.20)
11) Addition of HMA Surface Removal – 2.5 Inch
1,810.0 SY @ $1.75/SY $3,167.50
12) Deduction of Class D Patch, 4 Inch
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1,710.5 SY @ $30.00/SY ($51,315.00)
13) Addition of Combination Concrete Curb and Gutter Removal and Replacement
233.5 LF @ $35.00/LF $8,172.50
14) Deduction of Manholes to be Adjusted with New Frame and Lid – Type 1
22.0 Each @ $550.00/Each ($12,100.00)
15) Deduction of Inlets to be Adjusted
19.0 Each @ $350.00/Each ($6,650.00)
16) Deduction of Valve Boxes to be Adjusted
3.0 Each @ $200.00/Each ($600.00)
17) Deduction of Restoration
188.4 SY @ $10.00/SY ($1,884.00)
18) Deduction of Aggregate Wedge Shoulder, Type B
90.0 Ton @ $35.00/Ton ($3,150.00)
19) Addition of Crack Sealing
9,305.0 LF @ $0.49/LF $4,559.45
20) Addition of Pavement Patching, Special
193.0 SY @ $28.00/SY $5,404.00
21) Addition of Driveway Patching, Special
102.3 SY @ $28.00/SY $2,864.40
22) Addition of Preparation of Base
2.0 SY @ $3.35/SY $6.70
23) Addition of Thermoplastic Pavement Markings, Letters and Symbols
203.6 SF @ $3.86/SF $785.90
24) Deduction of Thermoplastic Pavement Markings, 4”
757.0 LF @ $0.72/LF ($545.04)
25) Addition of Thermoplastic Pavement Markings, 6”
389.0 LF @ $1.55/LF $602.95
26) Deduction of Thermoplastic Pavement Markings, 24”
163.0 LF @ $4.20/LF ($684.60)
27) Addition of Sidewalk Removal
238.5 SF @ $3.00/SF $715.50
28) Addition of HMA Driveway R&R, 2.5”
433.7 SY @ $35.00/SY $15,179.50
29) Addition of PCC Driveway Removal
69.7 SY @ $15.00/SY $1,045.50
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30) Addition of PCC Driveway Replacement, 6”
60.3 SY @ $55.00/SY $3,316.50
31) Addition of Inlets to be Adjusted w/ New Frame and Grate
3.0 Each @ $850.00/Each $2,550.00
32) Addition of Relocate Mailboxes
4.0 Each @ $250.00/Each $1,000.00
33) Addition of Aggregate Surface Course, Type B
127.1 Ton @ $37.50/Ton $4,766.25
Change of CONTRACT PRICE:
Original CONTRACT PRICE: $544,478.75
Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S): $544,478.75
The CONTRACT PRICE due to this CHANGE ORDER will be INCREASED by: $ 4,785.64
The new CONTRACT PRICE including this CHANGE ORDER will be: $549,264.39
Justification:
1-26) Changes per as-built quantities measured in the field.
27) Sidewalk ramps were re-configured to comply with current ADA requirements. The sidewalk
removal pay item was added because more sidewalk was removed than was replaced at
some of these ramp locations.
28) HMA driveway removal and replacement was needed to repair HMA driveways adjacent to
curb and gutter replacement. There were also driveways throughout the project in poor
condition where driveway replacement was needed rather than overlaying HMA surface
course on the existing driveways.
29-30) PCC driveway removal and replacement was not included in the original contract. PCC
driveway removal and replacement was needed where the existing driveways were in poor
condition adjacent to curb and gutter replacement. At 302 State Street a portion of the PCC
driveway that extended out into the road was removed.
31) Three inlets in Crooked Creek Subdivision were adjusted due to settlement and drainage
issues. It was discovered during removal that the existing structure frames did not
completely cover the top of the structure resulting in the pavement stone entering the
structure. New frames and grates were installed at these locations to properly seal the
structures.
32) After the roadway was paved in areas without curb and gutter, some areas that had shoulder
stone were replaced with grass resulting in the mailboxes being located too far from the edge
of pavement. Four mailboxes were moved closer to the road to allow mail delivery without
driving over the new grassed area.
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33) The original contract called for a two to three foot wide aggregate wedge shoulder on Ridge
Street which is typically placed with a road widening machine. After construction
disturbance, it was decided to replace the aggregate shoulder in varying widths up to 17 feet
wide. The varying width of the stone required different machinery for placement and
warranted the new aggregate surface course pay item.
Change to CONTRACT TIME:
The contract time is increased/decreased by 0 days.
Requested by: D. Construction, Inc.
Recommended by: Engineering Enterprises, Inc.
Accepted by: United City of Yorkville
Pecos Cir
Big Bend Dr
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Barrett Dr
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Plymouth Ave
Burnett St
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Galena Rd
R o s e n w i n k e l S t
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
Crack Sealing
Resurfacing
INSERT 1 OF 3
SCALE:DRAWN BY:
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2015 MFT ROADWAY PROGRAM
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KENDALL COUNTY, ILLINOIS
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Prairie Pointe Dr
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
Crack Sealing
Resurfacing
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2015 MFT ROADWAY PROGRAM
UNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
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Woodland Dr
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Fir Ct
Wals
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S Bridge St
Jefferson St
State St
State St
Madison Ct
E Orange St
Olsen St
Illini Ct
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W Dolph St
W Orange St
W Washington St
W Beecher St
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Hawthorne Ct
Walsh Ct
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Bell St
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Greenfield T ur n
S u n n y D e l l
L nHazeltine W a y
St Jose p h s W a y
Schoolhouse Rd
I l l i n o i s R o u t e 7 1
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Meadow Rose Ln
Candleberry Ct
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Schoolhouse Rd
B ator StDydyna Ct B e nja m in St
Rodak St
Benjamin St
Tomasik Ct
B u h r m a s t e r Ct
W Hydraulic Ave
W Hydraulic Ave
Fountainview
Dr
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
Crack Sealing
Resurfacing
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2015 MFT ROADWAY PROGRAM
UNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #2
Tracking Number
PW 2015-65
2015 RTBR Additional Work
Public Works Committee – November 17, 2015
Consideration of Approval
Consideration of Change Order No. 1
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Change Order No. 1 for the above referenced project.
A Change Order, as defined by in the General Conditions of the Contract Documents, is a written
order to the Contractor authorizing an addition, deletion or revision in the work within the
general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or
Contract Time.
Background:
The United City of Yorkville and D Construction, Inc. entered into an agreement for a contract
value of $109,711.92 for the above referenced project. Construction began on in the fall of 2015
and is now complete.
Questions Presented:
Should the City approve Change Order No. 1 which would decrease the contract amount by
$22,974.65?
Discussion:
Change Order No. 1 includes additions/deductions to the contract quantities to reflect as-built
quantities and new pay items for unexpected field conditions (see attached for detail).
No additional change orders are anticipated as project work is complete. We anticipate a final
contract value of $86,737.27.
We are recommending approval of the Change Order.
Action Required:
Consideration of approval from the City Council for Change Order No. 1.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: November 9, 2015
Subject: 2015 RTBR Program Additional Work –Change Order No. 1
C:\Users\dlong\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\K26JTM8J\Change Order 1 - RTBR
Additional Work YO1443.doc
CHANGE ORDER
Order No. 1
Date: November 9, 2015
Agreement Date: June 10, 2015
NAME OF PROJECT: 2015 RTBR Additional Work
OWNER: United City of Yorkville
CONTRACTOR: D. Construction, Inc.
The following changes are hereby made to the CONTRACT DOCUMENTS:
1) Deduction of Bituminous Materials (Prime Coat)
1,069.0 Pounds @ $0.01/Pound ($10.69)
2) Deduction of HMA Surface Removal – Butt Joint
146.0 SY @ $0.01/SY ($1.46)
3) Deduction of Leveling Binder (Machine Method), N50
44.6 Ton @ $66.00/Ton ($2,943.60)
4) Deduction of HMA Surface Course, Mix “D”, N50
95.8 Ton @ $67.00/Ton ($6,418.60)
5) Deduction of PCC Sidewalk Removal and Replacement
286.1 SF @ $7.00/SF ($2,002.70)
6) Deduction of Detectable Warnings
24.0 SF @ $23.00/SF ($552.00)
7) Deduction of HMA Surface Removal – 1 Inch
20.0 SY @ $3.00/SY ($60.00)
8) Addition of HMA Surface Removal – 1.5 Inch
1,930.0 SY @ $2.00/SY $3,860.00
9) Deduction of Class D Patch, 4 Inch
2.5 SY @ $30.00/SY ($75.00)
10) Deduction of Combination Concrete Curb and Gutter Removal and Replacement
5.0 LF @ $35.00/LF ($175.00)
11) Deduction of Manholes to be Adjusted with New Frame and Lid – Type 1
1.0 Each @ $550.00/Each ($550.00)
12) Deduction of Restoration
1347.0 SY @ $10.00/SY ($13,470.00)
C:\Users\dlong\AppData\Local\Microsoft\Windows\Temporary Internet Files\Content.Outlook\K26JTM8J\Change Order 1 - RTBR
Additional Work YO1443.doc
13) Deduction of Aggregate Wedge Shoulder, Type B
43.0 Ton @ $35.00/Ton ($1,505.00)
14) Deduction of Crack Sealing
30.0 LF @ $0.49/LF ($14.70)
15) Deduction of Thermoplastic Pavement Markings, 6”
138.0 LF @ $1.55/LF ($213.90)
16) Deduction of HMA Driveway Removal
22.0 SY @ $11.00/SY ($242.00)
17) Deduction of HMA Driveway Pavement, 3”
8.0 SY @ $175.00/SY ($1,400.00)
18) Addition of HMA Driveway R&R, 2.5”
80.0 SY @ $35.00/SY $2,800.00
Change of CONTRACT PRICE:
Original CONTRACT PRICE: $109,711.92
Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S): $109,711.92
The CONTRACT PRICE due to this CHANGE ORDER will be DECREASED by: $ 22,974.65
The new CONTRACT PRICE including this CHANGE ORDER will be: $ 86,737.27
Justification:
1-17) Changes per as-built quantities measured in the field.
18) HMA driveway removal and replacement was needed where the driveways were in poor
condition which warranted driveway replacement rather than overlaying HMA surface course
on the existing deteriorated driveways.
Change to CONTRACT TIME:
The contract time is increased/decreased by 0 days.
Requested by: D. Construction, Inc.
Recommended by: Engineering Enterprises, Inc.
Accepted by: United City of Yorkville
ge
S
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N o r w a y C i r
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Deer St
E Barberry Cir
W o o d S age A
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Illini Dr
Freemont St
McHugh Rd
W F o x S t
Mill St
E Van Emmon St
Crooked Creek Dr
Heustis St
W Madison St
W Ridge St
E Fox St
Colonial Pkwy
E Washington St
Beav e r St
R i v e r B ir c h Dr
W Van Emmon St
E l izabeth St
River Birch Ln
Morgan St
Wooden Bridge D
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Bristol Ave
King St
Appletree Ct
Colton St
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Gawne Ln
Blaine St
G arden S t
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Wolf St
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Walter St
E Ridge St
Spruce Ct
W Dolph St
Tower Ln
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R i v e r R d
S Main St
W Fox St
Church St
Fir Ct
E Main St
Wals
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Mil
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S Bridge St
Jefferson St
State St
State St
Madison Ct
E Orange St
Olsen St
Il
l
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ni Ct
W W a s h i n g t o n S t
W Dolph St
W Orange St
W Washington St
W Beecher St
Hawthorne Ct
B u c k t h o r n e C t
W
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b
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B u r n i n g B u s h Dr
Spi c e b u sh Ct
Deer St
West St
W Center St
E Center St
W So m onau k S t
W Spring St
W Main St
River Rd
N Bridge St
E Spring St
E Park St
E S o monauk St
Sanders Ct
Worsley St
Free
Bell St
Schoolhouse Rd
T
E Hydraulic Ave
Schoolhouse Rd
B ato r StDydyna C t B e nja m in S t
Rodak S
Benjamin St
Tomasik Ct
Bu h r m a s t e r
W Hydraulic Ave
W Hydraulic Ave
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
Resurfacing
Crack Sealing
Additional Resurfacing
PROPOSED ADDITIONAL WORK
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2015 ROADWAY PROGRAM - ADDITIONAL WORK
UNITED CITY OF YORKVILLE
KENDALL COUNTY, ILLINOIS
SIDEWALK ADDED
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,
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #3
Tracking Number
PW 2015-66
Game Farm Road / Somonauk Street Improvements
Public Works Committee – November 17, 2015
Consideration of Approval
Consideration of Authorization No. 4
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Authorization No. 4 for the above referenced project.
An authorization, as defined by IDOT, is the written approval of a contract change and the
written directive to the contractor to perform said work. By this definition, it alters the contract
work from that awarded under the competitive bidding process. An Authorization of Contract
Changes signed by the Regional Engineer signifies completed review of and support for the
change proposed.
Background:
The State of Illinois and Geneva Construction Co. entered into an agreement for a contract value
of $3,768,467.60 for the above referenced project. Construction began on March 5, 2015 and
will be completed by the end of the year.
The construction costs are being funded by STP funds (federal) and local funds. The maximum
federal participation amount is $2,343,512.00, inclusive of all change orders (authorizations)
associated with this contract.
Questions Presented:
Should the City approve Authorization No. 4 in the amount of $13,488.06?
Discussion:
Authorization No. 4 covers the following:
The City requested that a sanitary service be installed for 203 Somonauk Street. This
residence did not have a service but would require one in the near future. The service was
installed now so that there would be no future conflicts with storm sewer or damage to
the new pavement during the installation.
The cemetery entrance had to be relocated due to conflicts with utilities. This work
consisted of excavating and placing stone to connect the new entrance to the existing
cemetery lane.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: September 9, 2015
Subject: Game Farm Road –Somonauk Street Improvements – AuthorizationNo. 4
The net change to date for authorizations is $204,556.30, which is a 5.43% increase to the
original contract value bringing a revised contract value to date of $3,973,023.90.
We have attached IDOT form BC-22 for Authorization No. 4 for your information. All
authorizations have a pre-approval from the IDOT District 3 Local Agency Bureau of
Construction Engineer.
We are recommending approval of the Authorization.
Action Required:
Consideration of approval from the City Council for Authorization No. 4.
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #4
Tracking Number
PW 2015-67
Ridge Street Water Main Improvements
Public Works Committee – November 17, 2015
Consideration of Approval
Consideration of Change Order
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Change Order No. 1 for the above referenced project.
A Change Order, as defined by in the General Conditions of the Contract Documents, is a written
order to the Contractor authorizing an addition, deletion or revision in the work within the
general scope of the Contract Documents, or authorizing an adjustment in the Contract Price or
Contract Time.
Background:
The United City of Yorkville and Plainfield Grading & Excavating, Inc. entered into an
agreement for a contract value of $284,373.00 for the above referenced project. The intent of
this project was to replace water main on Ridge Street (from Main Street to west end).
Improvement also included minor drainage improvements on Ridge Street and Morgan Street.
Questions Presented:
Should the City approve Change Order No. 1 which would decrease the contract amount by
$39,332.89?
Discussion:
The following discussion points address the items listed on Change Order No. 1:
1) Items 1 through 20 reflect the as-built field quantities.
In lieu of having 2 landscaping subcontractors restoring Ridge Street, the RTBR roads
restoration (Ridge Street only) was done by Plainfield Grading & Excavating.
2) The contract completion date was extended from 9/30/15 to 5/31/16 for the acceptance of
the restoration areas.
The project is substantially complete. Change Order No. 1 will be the only change order
presented for consideration.
Action Required:
Consideration of approval of Change Order No. 1 in the amount of ($39,332.89).
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: November 17, 2015
Subject: Ridge Street Water Main Improvements
(continued) CO-01
CHANGE ORDER
Order No. 1
Date: November 9, 2015
Agreement Date: May 14, 2015
NAME OF PROJECT: Ridge Street Water Main Improvements
OWNER: United City of Yorkville
CONTRACTOR: Plainfield Grading & Excavating, Inc.
The following changes are hereby made to the CONTRACT DOCUMENTS:
1) Deduction of WATER MAIN 6” DIP, CL 52 WITH PE WRAP
32 Feet @ $66.00/Foot ($2,112.00)
2) Deduction of WATER MAIN 8” DIP, CL 52 WITH PE WRAP
140 Feet @ $71.00/Foot ($9,940.00)
3) Deduction of GATE VALVE, 8” (RESILIENT SEAT), AND VALVE BOX
1 Each @ $2,438.00/Each ($2,438.00)
4) Deduction of DUCTILE IRON FITTINGS
179 Lbs @ $4.00/Foot ($716.00)
5) Deduction of FOUNDATION MATERIAL
150 Cu Yd @ $27.00/Cu Yd ($4,050.00)
6) Deduction of WATER SERVICE CONNECTION, 1-INCH
3 Each @ $186.00/Each ($558.00)
7) Deduction of WATER SERVICE PIPE, 1-INCH TYPE K COPPER
55 Feet @ $51.00/Foot ($2,805.00)
8) Deduction of DISCONNECT AND ABANDON EXISTING WATER MAIN
1 Each @ $560.00/Each ($560.00)
9) Deduction of SANITARY SEWER SERVICE, 6-INCH PVC SDR-26
17 Feet @ $119.00/Foot ($2,023.00)
10) Deduction of CLEANOUT FOR SANITARY SEWER SERVICE
1 Each @ $450.00/Each ($450.00)
11) Deduction of EXPLORATORY TRENCH
9 Each @ $500.00/Each ($4,500.00)
CHANGE ORDER NO. 1
Page 2
CO-02
12) Addition of DRIVEWAY PAVEMENT REMOVAL
39 SY @ $17.00/SY $663.00
13) Deduction of PORTLAND CEMENT CONCRETE PAVEMENT, 6-INCH
6 SY @ $217.00/SY ($1,302.00)
14) Deduction of SIDEWALK REMOVAL AND REPLACEMENT
345 SF @ $13.00/SF ($4,485.00)
15) Deduction of DETECTABLE WARNINGS
24 SF @ $42.00/SF ($1,008.00)
16) Deduction of FIRE HYDRANT REMOVAL
1 Each @ $688.00/Each ($688.00)
17) Addition of RESTORATION
1,915 SY @ $7.00/SY $13,405.00
18) Deduction of SANITARY SEWER SPOT REPAIR
1.06 Each @ $5,000.00/Each ($5,315.89)
19) Deduction of NON-SPECIAL NON-HAZARD SOIL WASTE DISPOSAL, TY 1
50 TON @ $96.00/TON ($4,800.00)
20) Deduction of NON-SPECIAL NON-HAZARD SOIL WASTE DISPOSAL, TY 2
50 TON @ $113.00/TON ($5,650.00)
Change of CONTRACT PRICE:
Original CONTRACT PRICE: $ 284,373.00
Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 284,373.00
The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (decreased)
by: $ (39,332.89)
The new CONTRACT PRICE including this CHANGE ORDER will be $ 245,040.11
Change to CONTRACT TIME:
The CONTRACT TIME will be (increased) (decreased) by 244 calendar days.
The date for completion of all work will be May 31, 2016 (Date.)
CHANGE ORDER NO. 1
Page 3
CO-03
Justification:
Items 1 through 20 are contract bid items where final quantities differ from the bid
schedule.
The completion date was extended to May 31, 2016 to allow for acceptance of the
restoration.
Approvals Required:
To be effective this order must be approved by the agency if it changes the scope or
objective of the PROJECT, or as may otherwise be required by the SUPPLEMENTAL
GENERAL CONDITIONS.
Requested by: Plainfield Grading & Excavating, Inc.
Recommended by: Engineering Enterprises, Inc.
Accepted by: United City of Yorkville
F o x R i v e r
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N o r w a y C i r
W
h
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te Oak W a y
Deer St
E Barberry Cir
W o o d S age A
v
e
Illini Dr
Freemont St
McHugh Rd
W F o x S t
Mill St
E Van Emmon St
Crooked Creek Dr
Heustis St
W Madison St
W Ridge St
E Fox St
Colo nial P kw y
E Washington St
B e a v e r St
R i v e r B ir c h D r
W Van Emmon St
Elizabeth St
River Birch Ln
Morgan St
Wooden Bridge Dr
Adrian St
W
h
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e
O
a
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W
a
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Bristol Ave
King St
Appletree Ct
Colton St
C t G
a
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E Elm St
Gawne Ln
Blaine St
Garden S t
Jackson St
Wolf St
C
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r
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C
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Walter St
E Ridge St
Spruce Ct
W Dolph St
Tower Ln
Libert
y St
Ri v e r R d
S Main St
W Fox St
Church St
Fir Ct
E Main St
Wals
h
D
r
W S o mon a u k St
Mil
l
S
t
S Bridge St
Jefferson St
State St
State St
Madison Ct
E Orange St
Olsen St
Il
l
i
ni Ct
W W a s h i n g t o n S t
W Dolph St
W Orange St
W Washington St
W Beecher St
Hawthorne Ct
B u c k t h o r n e C t
W
B
a
r
b
e
r
r
y
C
i
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B u r n i n g B u s h Dr
Spi c e b u sh Ct
Deer St
West St
W Center St
E Center St
W S om o na uk S t
W Spring St
W Main St
River Rd
N Bridge St
E Spring St
E Park St
E S o monauk St
Sanders Ct
Worsley St
Freem
Bell St
Schoolhouse Rd
E Hydraulic Ave
Schoolhouse Rd
B ato r StDydyna C t B e nja m in S t
Rodak
Benjamin St
Tomasik Ct
Bu h r m a s t e
W Hydraulic Ave
W Hydraulic Ave
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
IMPROVEMENT LIMITS
WATER
EXHIBIT 5
LOCATION MAP
www.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
October 2014
YO1441
YO1441_Location.mxd.MXD
H:\GIS\PUBLIC\YORKVILLE\2014\
KKP ³
01,0002,000500
Feet
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #5
Tracking Number
PW 2015-68
Route 71 Sanitary Sewer and Water Main Replacement – Engineering Agreement Amendment
Public Works Committee – November 17, 2015
N/A
Majority
Approval
See attached.
Bart Olson Administration
Name Department
Amendment No. 1 - November 3, 2015
(Replaces January 24, 2014 Agreement)
IL Route 71 Sanitary Sewer and Water Main Replacement
United City of Yorkville, Kendall County, IL
Professional Services Agreement - Final Engineering
THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred
to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as
the "Contractor" or “ENGINEER” agrees as follows:
A. Services:
ENGINEER agrees to furnish to the City the following services: The ENGINEER shall
provide any and all necessary engineering services to the City as indicated on the
included exhibits. Engineering will be in accordance with all City, Illinois Department of
Transportation, and Illinois Environmental Protection Agency requirements.
B. Term:
Services will be provided beginning on the date of execution of this agreement and
continuing, until terminated by either party upon 7 days written notice to the non-
terminating party or upon completion of the Services. Upon termination the ENGINEER
shall be compensated for all work performed for the City prior to termination.
C. Compensation and maximum amounts due to ENGINEER:
ENGINEER shall receive as compensation for all work and services to be performed
herein, an amount based on the Estimate of Level of Effort and Associated Cost included
in Exhibit 2. Final Engineering will be paid for Hourly (HR) at the actual rates for
services to be performed, currently estimated at $59,582. The hourly rates for this project
are shown in the attached 2015 Standard Schedule of Charges (Exhibit 4). All payments
will be made according to the Illinois State Prompt Payment Act and not less than once
every thirty days.
D. Changes in Rates of Compensation:
In the event that this contract is designated in Section B hereof as an Ongoing Contract,
ENGINEER, on or before February 1st of any given year, shall provide written notice of
any change in the rates specified in Section C hereof (or on any attachments hereto) and
said changes shall only be effective on and after May 1st of that same year.
IL Route 71 Sanitary Sewer and Water Main Replacement
United City of Yorkville
Professional Services Agreement
Final Engineering
E. Ownership of Records and Documents:
ENGINEER agrees that all books and records and other recorded information developed
specifically in connection with this agreement shall remain the property of the City.
ENGINEER agrees to keep such information confidential and not to disclose or
disseminate the information to third parties without the consent of the City. This
confidentiality shall not apply to material or information, which would otherwise be
subject to public disclosure through the freedom of information act or if already
previously disclosed by a third party. Upon termination of this agreement, ENGINEER
agrees to return all such materials to the City. The City agrees not to modify any original
documents produced by ENGINEER without contractors consent. Modifications of any
signed duplicate original document not authorized by ENGINEER will be at OWNER’s
sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned
document will, likewise, be at the OWNER’s sole risk and without legal liability to the
ENGINEER.
F. Governing Law:
This contract shall be governed and construed in accordance with the laws of the State of
Illinois. Venue shall be in Kendall County, Illinois.
G. Independent Contractor:
ENGINEER shall have sole control over the manner and means of providing the work
and services performed under this agreement. The City’s relationship to the ENGINEER
under this agreement shall be that of an independent contractor. ENGINEER will not be
considered an employee to the City for any purpose.
H. Certifications:
Employment Status: The Contractor certifies that if any of its personnel are an employee
of the State of Illinois, they have permission from their employer to perform the service.
Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled
Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of
bribery or attempted bribery of an officer or employee of the State of Illinois or any
other state.
Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not
in default for a period of six months or more in an amount of $600 or more on the
repayment of any educational loan guaranteed by the Illinois State Scholarship
Commission made by an Illinois institution of higher education or any other loan made
from public funds for the purpose of financing higher education (5 ILCS 385/3).
IL Route 71 Sanitary Sewer and Water Main Replacement
United City of Yorkville
Professional Services Agreement
Final Engineering
Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois
Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any
agency as a result of being convicted of a felony.
Barred from Contracting : The Contractor certifies that it has not been barred from
contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois
Compiled Statutes 5/33E or similar law of another state.
Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug
Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this
contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or
more employees certify and agree to take steps to ensure a drug free workplace by
informing employees of the dangers of drug abuse, of the availability of any treatment or
assistance program, of prohibited activities and of sanctions that will be imposed for
violations; and that individuals with contracts certify that they will not engage in the
manufacture, distribution, dispensation, possession, or use of a controlled substance in
the performance of the contract.
Non-Discrimination, Certification, and Equal Employment Opportunity : The Contractor
agrees to comply with applicable provisions of the Illinois Human Rights Act (775
Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities
Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The
equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights
Rules is specifically incorporated herein. The Contractor shall comply with Executive
Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order
11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R.
Chapter 60). The Contractor agrees to incorporate this clause into all subcontracts under
this Contract.
International Boycott: The Contractor certifies that neither it nor any substantially owned
affiliated company is participating or shall participate in an international boycott in
violation of the provisions of the U.S. Export Administration Act of 1979 or the
regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS
582).
Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the
Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of
the date of completion of this Contract or the date of final payment under the Contract, all
books and records relating to the performance of the Contract and necessary to support
amounts charged to the City under the Contract. The Contract and all books and records
related to the Contract shall be available for review and audit by the City and the Illinois
Auditor General. If this Contract is funded from contract/grant funds provided by the
U.S. Government, the Contract, books, and records shall be available for review and
audit by the Comptroller General of the U.S. and/or the Inspector General of the federal
IL Route 71 Sanitary Sewer and Water Main Replacement
United City of Yorkville
Professional Services Agreement
Final Engineering
sponsoring agency. The Contractor agrees to cooperate fully with any audit and to
provide full access to all relevant materials.
United States Resident Certification: (This certification must be included in all contracts
involving personal services by non-resident aliens and foreign entities in accordance with
requirements imposed by the Internal Revenue Services for withholding and reporting
federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen
___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that
taxes be withheld on payments made to non resident aliens for the performance of
personal services at the rate of 30%.
Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its
Federal Tax Payer Identification Number or Social Security Number is (provided
separately) and is doing business as a (check one): ___ Individual ___ Real Estate
Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax
Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation
___ Trust or Estate ___ Medical and Health Care Services Provider Corp.
I. Indemnification:
ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and
employees against all loss, damage, and expense which it may sustain or for which it will
become liable on account of injury to or death of persons, or on account of damage to or
destruction of property resulting from the performance of work under this agreement by
ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful
act or negligence of ENGINEER or its Subcontractors of any employee of any of them.
In the event that the either party shall bring any suit, cause of action or counterclaim
against the other party, the non-prevailing party shall pay to the prevailing party the cost
and expenses incurred to answer and/or defend such action, including reasonable attorney
fees and court costs. In no event shall the either party indemnify any other party for the
consequences of that party’s negligence, including failure to follow the ENGINEER’s
recommendations.
J. Insurance :
The ENGINEER agrees that it has either attached a copy of all required insurance
certificates or that said insurance is not required due to the nature and extent of the types
of services rendered hereunder. (Not applicable as having been previously supplied)
K. Additional Terms or Modification:
The terms of this agreement shall be further modified as provided on the attachments.
Except for those terms included on the attachments, no additional terms are included as a
part of this agreement. All prior understandings and agreements between the parties are
merged into this agreement, and this agreement may not be modified orally or in any
IL Route 71 Sanitary Sewer and Water Main Replacement
United City of Yorkville
Professional Services Agreement
Final Engineering
manner other than by an agreement in writing signed by both parties. In the event that
any provisions of this agreement shall be held to be invalid or unenforceable, the
remaining provisions shall be valid and binding on the parties. The list of exhibits is as
follows:
Exhibit 1: Professional Engineering Services
Exhibit 2: Estimate of Level of Effort and Associated Cost
Exhibit 3: Anticipated Project Schedule
Exhibit 4: 2015 Standard Schedule of Charges
Exhibit 5: Location Map
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 __________________, 2015.
United City of Yorkville: Engineering Enterprises, Inc.:
_________________________________ ________________________________
Gary Golinski Brad Sanderson, P.E.
Mayor Vice President
_________________________________ ________________________________
Beth Warren Angie Smith
City Clerk Executive Assistant
1
EXHIBIT 1
SECTION A - PROFESSIONAL DESIGN ENGINEERING SERVICES
For purposes of this Exhibit 1 and all attachments hereto, the term “contractor” shall not refer to
Engineering Enterprises, Inc., but shall instead refer to individuals or companies contracted with, to
construct or otherwise manage the project described herein. The ENGINEER shall furnish professional
design engineering services as follows:
1. The ENGINEER will attend conferences with the OWNER, or other interested parties as may be
reasonably necessary.
2. The ENGINEER will perform the necessary design surveys, accomplish the detailed design of
the project, prepare construction drawings, specifications and contract documents, and prepare a
final cost estimate based on final design for the entire system. It is also understood that if
subsurface explorations (such as borings, soil tests, rock soundings and the like) are required, the
ENGINEER will furnish coordination of said explorations without additional charge, but the
costs incident to such explorations shall be paid for by the OWNER as set out in Section D
hereof.
3. The contract documents furnished by the ENGINEER under Section A-2 shall utilize IEPA
endorsed construction contract documents, including Supplemental General Conditions, Contract
Change Orders, and partial payment estimates.
4. Prior to the advertisement for bids, the ENGINEER will provide for each construction contract,
not to exceed 10 copies of detailed drawings, specifications, and contract documents for use by
the OWNER, appropriate Federal, State, and local agencies from whom approval of the project
must be obtained. The cost of such drawings, specifications, and contract documents shall be
included in the basic compensation paid to the ENGINEER.
5. The ENGINEER will furnish additional copies of the drawings, specifications and contract
documents as required by prospective bidders, material suppliers, and other interested parties,
but may charge them for the reasonable cost of such copies. Upon award of each contract, the
2
ENGINEER will furnish to the OWNER five sets of the drawings, specifications and contract
documents for execution. The cost of these sets shall be included in the basic compensation paid
to the ENGINEER. Original documents, survey notes, tracings, and the like, except those
furnished to the ENGINEER by the OWNER, are and shall remain the property of the
ENGINEER.
6. The drawings prepared by the ENGINEER under the provisions of Section A-2 above shall be in
sufficient detail to permit the actual location of the proposed improvements on the ground. The
ENGINEER shall prepare and furnish to the OWNER without any additional compensation,
three copies of map(s) showing the general location of needed construction easements and
permanent easements and the land to be acquired. Property surveys, property plats, property
descriptions, abstracting and negotiations for land rights shall be accomplished by the OWNER,
unless the OWNER requests, and the ENGINEER agrees to provide those services. In the event
the ENGINEER is requested to provide such services, the ENGINEER shall be additionally
compensated as set out in Section D hereof.
7. The ENGINEER will attend the bid opening and tabulate the bid proposal, make an analysis of
the bids, and make recommendations for awarding contracts for construction.
8. The ENGINEER further agrees to obtain and maintain, at the ENGINEER’s expense, such
insurance as will protect the ENGINEER from claims under the Workman’s Compensation Act
and such comprehensive general liability insurance as will protect the OWNER and the
ENGINEER from all claims for bodily injury, death, or property damage which may arise from
the performance by the ENGINEER or by the ENGINEER’s employees of the ENGINEER’s
functions and services required under this Agreement.
9. The ENGINEER will complete the final plans, specifications and contract documents and submit
for approval of the OWNER, and all State regulatory agencies to meet the project schedule(s) as
summarized in Exhibit 4: “Anticipated Project Schedule – IL Route 71 Sanitary Sewer and
Water Main Replacement” dated November 3, 2015.
3
SECTION B – COMPENSATION FOR ENGINEERING SERVICES
1. The OWNER shall compensate the ENGINEER for professional design engineering services
estimated in the amount of $59,582.00 – Hourly as summarized on Exhibit 3: “Estimate of Level
of Effort and Associated Cost for Professional Engineering Services for IL Route 71 Sanitary
Sewer and Water Main Replacement” dated November 3, 2015.
(a) The compensation for the professional design engineering services shall be payable as
follows:
(1) A sum which does not exceed ninety percent (90%) of the total compensation
payable under Section C-1 shall be paid in monthly increments for work actually
completed and invoiced, for grant administration and for the preparation and
submission to the OWNER and/or IEPA of the construction drawings,
specifications, cost estimates and contract documents.
(2) A sum which, together with the compensation paid pursuant to Section C-1(a)(1)
above, equals one hundred percent (100%) of the total compensation due and
payable in accord with Section C-1 above, shall be due immediately after the
award of construction contract(s) is approved by the corporate authorities.
2. The OWNER shall compensate the ENGINEER for direct expenses as identified in the contract
and as noted on Exhibit 3 at the actual cost or hourly cost for the work completed.
(1) A sum which equals any charges for work actually completed and invoiced shall be paid
at least once per month.
4. The compensation for any additional engineering services authorized by the OWNER pursuant to
Section C shall be payable as follows:
(a) A sum which equals any charges for work actually completed and invoiced shall be paid
at least once per month.
4
SECTION C – ADDITIONAL ENGINEERING SERVICES
In addition to the foregoing being performed, the following services may be provided UPON PRIOR
WRITTEN AUTHORIZATION OF THE OWNER.
1. Site surveys outside of the project limits and other similar special surveys as may be required.
2. Laboratory tests, well tests, borings, specialized geological soils hydraulic, or other studies
recommended by the ENGINEER.
3. Property surveys, detailed description of sites, maps, drawings, or estimates related thereto;
assistance in negotiating for land and easement rights.
4. Necessary data and filing maps for litigation, such as condemnation.
5. Redesigns ordered by the OWNER after final plans have been accepted by the OWNER and
IEPA.
6. Appearances before courts or boards on matters of litigation or hearings related to the project.
7. Preparation of environmental impact assessments or environmental impact statements.
8. Making drawings from field measurements of existing facilities when required for planning
additions or alterations thereto.
9. Services due to changes in the scope of the Project or its design, including but not limited to,
changes in size, complexity, schedule or character of construction.
10. Revising studies or reports which have previously been approved by the OWNER, or when
revisions are due to cases beyond the control of the ENGINEER.
5
11. Preparation of design documents for alternate bids where major changes require additional
documents.
12. Preparation of detailed renderings, exhibits or scale models for the Project.
13. Providing special analysis of the OWNER’s needs such as owning and operating analysis, plan
for operation and maintenance, OWNER’s special operating drawings or charts, and any other
similar analysis.
14. The preparation of feasibility studies, appraisals and evaluations, detailed quantity surveys of
material and labor, and material audits or inventories by the OWNER.
15. Additional or extended services during construction made necessary by (1) work damaged by
fire or other cause during construction, (2) defective or incomplete work of the contractor, and/or
(3) the contractor’s default on the Construction Contract due to delinquency or insolvency.
16. Providing design services relating to future facilities, systems and equipment which are not
intended to be constructed or operated as a part of the Project.
17. Providing other services not otherwise provided for in this Agreement, including services
normally furnished by the OWNER as described in Section D – SPECIAL PROVISIONS –
Owner’s Responsibilities.
Payment for the services specified in this Section E shall be as agreed in writing between the OWNER
and the ENGINEER prior to commencement of the work. The ENGINEER will render to OWNER for
such services an itemized bill, separate from any other billing, once each month, for compensation for
services performed hereunder during such period, the same to be due and payable by OWNER to the
ENGINEER on or before the 10th day of the following period. Payment for services noted in D shall be
at Actual Cost (AC), Fixed Fee (FF) or Hourly (HR).
6
SECTION D - SPECIAL PROVISIONS
1. OWNER’S RESPONSIBILITIES
(a) Provide to the ENGINEER all criteria, design and construction standards and full
information as to the OWNER’s requirements for the Project.
(b) Designate a person authorized to act as the OWNER’s representative. The OWNER or
his representative shall receive and examine documents submitted by the ENGINEER,
interpret and define the OWNER’s policies and render decisions and authorizations in
writing promptly to prevent unreasonable delay in the progress of the ENGINEER’s
services.
(c) Furnish laboratory tests, air and water pollution tests, reports and inspections of samples,
materials or other items required by law or by governmental authorities having
jurisdiction over this Project, or as recommended by the ENGINEER.
(d) Provide legal, accounting, right-of-way acquisition and insurance counseling services
necessary for the Project, legal review of the construction Contract Documents, and such
auditing services as the OWNER may require to account for expenditures of sums paid to
the contractor.
(e) Furnish above services at the OWNER’s expense and in such manner that the
ENGINEER may rely upon them in the performance of his services under this Agreement
and in accordance with the Project timetable.
(f) Guarantee full and free access for the ENGINEER to enter upon all property required for
the performance of the ENGINEER’s services under this Agreement.
(g) Give prompt written notice to the ENGINEER whenever the OWNER observes or
otherwise becomes aware of any defect in the Project or other event which may
substantially affect the ENGINEER’s performance of services under this Agreement.
7
(h) Protect and preserve all survey stakes and markers placed at the project site prior to the
assumption of this responsibility by the contractor and bear all costs of replacing stakes
or markers damaged or removed during said time interval.
2. Delegation of Duties - Neither the OWNER nor the ENGINEER shall delegate his duties under
this Agreement without the written consent of the other.
3. The ENGINEER has not been retained or compensated to provide design services relating to the
contractor’s safety precautions or to means, methods, techniques, sequences, or procedures
required by the contractor to perform his work but not relating to the final or completed
structure. Omitted services include but are not limited to shoring, scaffolding, underpinning,
temporary retainment of excavations and any erection methods and temporary bracing.
4. The ENGINEER intends to render his services under this Agreement in accordance with
generally accepted professional practices for the intended use of the Project.
5. Since the ENGINEER has no control over the cost of labor, materials, equipment or services
furnished by others, or over the contractor(s) methods of determining prices, or over competitive
bidding or market conditions, his opinions of probable Project Costs and Construction Costs
provided for herein are to be made on the basis of his experience and qualifications and represent
his best judgment as an experienced and qualified professional engineer, familiar with the
construction industry. The ENGINEER cannot and does not guarantee that proposals, bids or
actual project or construction cost will not vary from opinions of probable cost prepared by him.
If prior to the bidding or negotiating phase OWNER wishes greater assurance as to project or
construction costs he shall employ an independent cost-estimator.
6. Access to Records:
(a) The ENGINEER agrees to include subsections E-6(b) through E-6(e) below in all
contracts and all subcontracts directly related to project services which are in excess of
$25,000.
8
(b) The ENGINEER shall maintain books, records, documents and other evidence directly
pertinent to performance of Agency loan work under this Agreement consistent with
generally accepted accounting standards in accordance with the American Institute of
Certified Public Accountants Professional Standards (666 Fifth Avenue, New York, New
York 10019; June 1, 1987). The Agency or any of its duly authorized representatives
shall have access to such books, records, documents and other evidence for the purpose
of inspection, audit and copying. The ENGINEER will provide facilities for such access
and inspection.
(c) Audits conducted pursuant to this provision shall be in accordance with generally
accepted auditing standards.
(d) The ENGINEER agrees to the disclosure of all information and reports resulting from
access to records pursuant to subsection E-6(b) above, to the Agency. Where the audit
concerns the ENGINEER, the auditing agency shall afford the ENGINEER an
opportunity for an audit exit conference and an opportunity to comment on the pertinent
portions of the draft audit report. The final audit report will include the written
comments, if any, of the audited parties.
(e) Records under subsection E-6(b) above shall be maintained and made available during
performance on Agency loan work under this agreement and until three years from date
of final Agency loan audit for the project. In addition, those records which relate to any
“dispute” appeal under an Agency loan agreement, or litigation, or the settlement of
claims arising out of such performance, costs or items to which an audit exception has
been taken, shall be maintained and made available until three years after the date of
resolution of such appeal, litigation, claim or exception.
7. Covenant Against Contingent Fees - The ENGINEER warrants that no person or selling agency
has been employed or retained to solicit or secure this contract upon an agreement or
understanding for a commission, percentage, brokerage, or contingent fee, excepting bonafide
employees. For breach or violation of this warranty, the loan recipient shall have the right to
annul this agreement without liability or in its discretion to deduct from the contract price or
9
consideration or otherwise recover, the full amount of such commission, percentage, brokerage,
or contingent fee.
8. Covenant Against Contingent Fees - The loan recipient warrants that no person or agency has
been employed or retained to solicit or secure a PWSLP loan upon an agreement or
understanding for a commission, percentage, brokerage, or contingent fee. For breach or
violation of this warranty, the Agency shall have the right to annul the loan or to deduct from the
loan or otherwise recover, the full amount of such commission, percentage, brokerage, or
contingent fee.
9. Certification Regarding Debarment – The ENGINEER certifies that the services of anyone that
has been debarred or suspended under Federal Executive Order 12549 has not, and will not, be
used for work under this Agreement.
10. Affirmative Action – The ENGINEER agrees to take affirmative steps to assure that
disadvantaged business enterprises are utilized when possible as sources of supplies, equipment,
construction and services in accordance with the Clean Water Loan Program rules. As required
by the award conditions of USEPA's Assistance Agreement with IEPA, the ENGINEER
acknowledges that the fair share percentages are 5% for MBEs and 12% for WBEs.
11. The ENGINEER shall not discriminate on the basis of race, color, national origin or sex in the
performance of this contract. The contractor shall carry out applicable requirements of 40 CFR
Part 33 in the award and administration of contracts awarded under EPA financial assistance
agreements. Failure by the contractor to carry out these requirements is a material breach of this
contract which may result in the termination of this contract or other legally available remedies.
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Standard Schedule of Charges
January 1, 2015
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Senior Principal E-4 $190.00
Principal E-3 $185.00
Senior Project Manager E-2 $175.00
Project Manager E-1 $158.00
Senior Project Engineer/Planner/Surveyor II P-6 $146.00
Senior Project Engineer/Planner/Surveyor I P-5 $137.00
Project Engineer/Planner/Surveyor P-4 $125.00
Senior Engineer/Planner/Surveyor P-3 $114.00
Engineer/Planner/Surveyor P-2 $105.00
Associate Engineer/Planner/Surveyor P-1 $ 94.00
Senior Project Technician II T-6 $137.00
Senior Project Technician I T-5 $125.00
Project Technician T-4 $114.00
Senior Technician T-3 $105.00
Technician T-2 $ 94.00
Associate Technician T-1 $ 82.00
Administrative Assistant A-3 $ 78.00
CREW RATES, VEHICLES AND REPROGRAPHICS
1 Man Field Crew with Standard Survey Equipment $149.00
2 Man Field Crew with Standard Survey Equipment $233.00
1 Man Field Crew with RTS or GPS * $184.00
2 Man Field Crew with RTS or GPS * $268.00
Vehicle for Construction Observation $15.00
In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White)
$1.00/Sq. Ft. (Color)
*RTS = Robotic Total Station / GPS = Global Positioning System
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IL ROUTE 71 SANITARY SEWER AND WATER MAIN REPLACEMENT UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS
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Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #6
Tracking Number
PW 2015-69
Appletree Court and Church Street Water Main Replacement – Engineering Agreement
Public Works Committee – November 17, 2015
N/A
Majority
Approval
See attached.
Bart Olson Administration
Name Department
Appletree Court and Church Street Water Main Replacement
United City of Yorkville, Kendall County, IL
Professional Services Agreement - Design and Construction Engineering
THIS AGREEMENT, by and between the United City of Yorkville, hereinafter referred
to as the "City" or “OWNER” and Engineering Enterprises, Inc. hereinafter referred to as
the "Contractor" or “ENGINEER” agrees as follows:
A. Services:
ENGINEER agrees to furnish to the City the following services: The ENGINEER shall
provide any and all necessary engineering services to the City as indicated on the
included exhibits. Design and Construction engineering will be provided for
approximately 1,250 linear feet of 8-inch water main improvements on Appletree Court
and Church Street (see Exhibit 5 for project limits). Engineering will be in accordance
with all City, Standard Specifications for Water and Sewer Construction in Illinois,
Illinois Department of Transportation, and Illinois Environmental Protection Agency
requirements.
B. Term:
Services will be provided beginning on the date of execution of this agreement and
continuing, until terminated by either party upon 7 days written notice to the non-
terminating party or upon completion of the Services. Upon termination the ENGINEER
shall be compensated for all work performed for the City prior to termination.
C. Compensation and maximum amounts due to ENGINEER:
ENGINEER shall receive as compensation for all work and services to be performed
herein, an amount based on the Estimate of Level of Effort and Associated Cost included
in Exhibit 3. Design Engineering will be paid for as a Fixed Fee (FF) in the amount of
$28,000 and Construction Engineering will be paid for Hourly (HR) at the actual rates for
services to be performed, currently estimated at $30,550. Direct expenses are estimated at
$2,000. The hourly rates for this project are shown in the attached 2015 Standard
Schedule of Charges (Exhibit 6). All payments will be made according to the Illinois
State Prompt Payment Act and not less than once every thirty days.
D. Changes in Rates of Compensation:
In the event that this contract is designated in Section B hereof as an Ongoing Contract,
ENGINEER, on or before February 1st of any given year, shall provide written notice of
any change in the rates specified in Section C hereof (or on any attachments hereto) and
said changes shall only be effective on and after May 1st of that same year.
Appletree Court and Church Street Water Main Replacement
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
E. Ownership of Records and Documents:
ENGINEER agrees that all books and records and other recorded information developed
specifically in connection with this agreement shall remain the property of the City.
ENGINEER agrees to keep such information confidential and not to disclose or
disseminate the information to third parties without the consent of the City. This
confidentiality shall not apply to material or information, which would otherwise be
subject to public disclosure through the freedom of information act or if already
previously disclosed by a third party. Upon termination of this agreement, ENGINEER
agrees to return all such materials to the City. The City agrees not to modify any original
documents produced by ENGINEER without contractors consent. Modifications of any
signed duplicate original document not authorized by ENGINEER will be at OWNER’s
sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned
document will, likewise, be at the OWNER’s sole risk and without legal liability to the
ENGINEER.
F. Governing Law:
This contract shall be governed and construed in accordance with the laws of the State of
Illinois. Venue shall be in Kendall County, Illinois.
G. Independent Contractor:
ENGINEER shall have sole control over the manner and means of providing the work
and services performed under this agreement. The City’s relationship to the ENGINEER
under this agreement shall be that of an independent contractor. ENGINEER will not be
considered an employee to the City for any purpose.
H. Certifications:
Employment Status: The Contractor certifies that if any of its personnel are an employee
of the State of Illinois, they have permission from their employer to perform the service.
Anti-Bribery : The Contractor certifies it is not barred under 30 Illinois Compiled
Statutes 500/50-5(a) - (d) from contracting as a result of a conviction for or admission of
bribery or attempted bribery of an officer or employee of the State of Illinois or any
other state.
Loan Default: If the Contractor is an individual, the Contractor certifies that he/she is not
in default for a period of six months or more in an amount of $600 or more on the
repayment of any educational loan guaranteed by the Illinois State Scholarship
Commission made by an Illinois institution of higher education or any other loan made
from public funds for the purpose of financing higher education (5 ILCS 385/3).
Appletree Court and Church Street Water Main Replacement
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
Felony Certification: The Contractor certifies that it is not barred pursuant to 30 Illinois
Compiled Statutes 500/50-10 from conducting business with the State of Illinois or any
agency as a result of being convicted of a felony.
Barred from Contracting : The Contractor certifies that it has not been barred from
contracting as a result of a conviction for bid-rigging or bid rotating under 720 Illinois
Compiled Statutes 5/33E or similar law of another state.
Drug Free Workplace: The Contractor certifies that it is in compliance with the Drug
Free Workplace Act (30 Illinois Compiled Statutes 580) as of the effective date of this
contract. The Drug Free Workplace Act requires, in part, that Contractors, with 25 or
more employees certify and agree to take steps to ensure a drug free workplace by
informing employees of the dangers of drug abuse, of the availability of any treatment or
assistance program, of prohibited activities and of sanctions that will be imposed for
violations; and that individuals with contracts certify that they will not engage in the
manufacture, distribution, dispensation, possession, or use of a controlled substance in
the performance of the contract.
Non-Discrimination, Certification, and Equal Employment Opportunity : The Contractor
agrees to comply with applicable provisions of the Illinois Human Rights Act (775
Illinois Compiled Statutes 5), the U.S. Civil Rights Act, the Americans with Disabilities
Act, Section 504 of the U.S. Rehabilitation Act and the rules applicable to each. The
equal opportunity clause of Section 750.10 of the Illinois Department of Human Rights
Rules is specifically incorporated herein. The Contractor shall comply with Executive
Order 11246, entitled Equal Employment Opportunity, as amended by Executive Order
11375, and as supplemented by U.S. Department of Labor regulations (41 C.F.R. Chapter
60). The Contractor agrees to incorporate this clause into all subcontracts under this
Contract.
International Boycott: The Contractor certifies that neither it nor any substantially owned
affiliated company is participating or shall participate in an international boycott in
violation of the provisions of the U.S. Export Administration Act of 1979 or the
regulations of the U.S. Department of Commerce promulgated under that Act (30 ILCS
582).
Record Retention and Audits: If 30 Illinois Compiled Statutes 500/20-65 requires the
Contractor (and any subcontractors) to maintain, for a period of 3 years after the later of
the date of completion of this Contract or the date of final payment under the Contract, all
books and records relating to the performance of the Contract and necessary to support
amounts charged to the City under the Contract. The Contract and all books and records
related to the Contract shall be available for review and audit by the City and the Illinois
Auditor General. If this Contract is funded from contract/grant funds provided by the
U.S. Government, the Contract, books, and records shall be available for review and
audit by the Comptroller General of the U.S. and/or the Inspector General of the federal
Appletree Court and Church Street Water Main Replacement
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
sponsoring agency. The Contractor agrees to cooperate fully with any audit and to
provide full access to all relevant materials.
United States Resident Certification: (This certification must be included in all contracts
involving personal services by non-resident aliens and foreign entities in accordance with
requirements imposed by the Internal Revenue Services for withholding and reporting
federal income taxes.) The Contractor certifies that he/she is a: x United States Citizen
___ Resident Alien ___ Non-Resident Alien The Internal Revenue Service requires that
taxes be withheld on payments made to non resident aliens for the performance of
personal services at the rate of 30%.
Tax Payer Certification : Under penalties of perjury, the Contractor certifies that its
Federal Tax Payer Identification Number or Social Security Number is (provided
separately) and is doing business as a (check one): ___ Individual ___ Real Estate
Agent ___ Sole Proprietorship ___ Government Entity ___ Partnership ___ Tax
Exempt Organization (IRC 501(a) only) x Corporation ___ Not for Profit Corporation
___ Trust or Estate ___ Medical and Health Care Services Provider Corp.
I. Indemnification:
ENGINEER shall indemnify and hold harmless the City and City’s agents, servants, and
employees against all loss, damage, and expense which it may sustain or for which it will
become liable on account of injury to or death of persons, or on account of damage to or
destruction of property resulting from the performance of work under this agreement by
ENGINEER or its Subcontractors, or due to or arising in any manner from the wrongful
act or negligence of ENGINEER or its Subcontractors of any employee of any of them.
In the event that the either party shall bring any suit, cause of action or counterclaim
against the other party, the non-prevailing party shall pay to the prevailing party the cost
and expenses incurred to answer and/or defend such action, including reasonable attorney
fees and court costs. In no event shall the either party indemnify any other party for the
consequences of that party’s negligence, including failure to follow the ENGINEER’s
recommendations.
J. Insurance :
The ENGINEER agrees that it has either attached a copy of all required insurance
certificates or that said insurance is not required due to the nature and extent of the types
of services rendered hereunder. (Not applicable as having been previously supplied)
K. Additional Terms or Modification:
The terms of this agreement shall be further modified as provided on the attachments.
Except for those terms included on the attachments, no additional terms are included as a
part of this agreement. All prior understandings and agreements between the parties are
merged into this agreement, and this agreement may not be modified orally or in any
Appletree Court and Church Street Water Main Replacement
United City of Yorkville
Professional Services Agreement
Design and Construction Engineering
manner other than by an agreement in writing signed by both parties. In the event that
any provisions of this agreement shall be held to be invalid or unenforceable, the
remaining provisions shall be valid and binding on the parties. The list of exhibits is as
follows:
Exhibit 1: Professional Engineering Services
Exhibit 2: Limitation of Authority, Duties and Responsibilities of the
Resident Construction Observer
Exhibit 3: Estimate of Level of Effort and Associated Cost
Exhibit 4: Anticipated Project Schedule
Exhibit 5: Location Map
Exhibit 6: 2015 Standard Schedule of Charges
L. Notices:
All notices required to be given under the terms of this agreement shall be given mail,
addressed to the parties as follows:
For the City: For the ENGINEER:
City Administrator and City Clerk Engineering Enterprises, Inc.
United City of Yorkville 52 Wheeler Road
800 Game Farm Road Sugar Grove Illinois 60554
Yorkville, IL 60560
Either of the parties may designate in writing from time to time substitute addresses or
persons in connection with required notices.
Agreed to this _____day of __________________, 2015.
United City of Yorkville: Engineering Enterprises, Inc.:
_________________________________ ________________________________
Gary Golinski Brad Sanderson, P.E.
Mayor Vice President
_________________________________ ________________________________
Beth Warren Angie Smith
City Clerk Executive Assistant
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EXHIBIT 1
SECTION A - PROFESSIONAL DESIGN ENGINEERING SERVICES
For purposes of this Exhibit 1 and all attachments hereto, the term “contractor” shall not refer to
Engineering Enterprises, Inc., but shall instead refer to individuals or companies contracted with, to
construct or otherwise manage the project described herein. The ENGINEER shall furnish professional
design engineering services as follows:
1. The ENGINEER will attend conferences with the OWNER, or other interested parties as may be
reasonably necessary.
2. The ENGINEER will perform the necessary design surveys, accomplish the detailed design of
the project, prepare construction drawings, specifications and contract documents, and prepare a
final cost estimate based on final design for the entire system. It is also understood that if
subsurface explorations (such as borings, soil tests, rock soundings and the like) are required, the
ENGINEER will furnish coordination of said explorations without additional charge, but the
costs incident to such explorations shall be paid for by the OWNER as set out in Section D
hereof.
3. The contract documents furnished by the ENGINEER under Section A-2 shall utilize IEPA
endorsed construction contract documents, including Supplemental General Conditions, Contract
Change Orders, and partial payment estimates.
4. Prior to the advertisement for bids, the ENGINEER will provide for each construction contract,
not to exceed 10 copies of detailed drawings, specifications, and contract documents for use by
the OWNER, appropriate Federal, State, and local agencies from whom approval of the project
must be obtained. The cost of such drawings, specifications, and contract documents shall be
included in the basic compensation paid to the ENGINEER.
5. The ENGINEER will furnish additional copies of the drawings, specifications and contract
documents as required by prospective bidders, material suppliers, and other interested parties,
but may charge them for the reasonable cost of such copies. Upon award of each contract, the
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ENGINEER will furnish to the OWNER five sets of the drawings, specifications and contract
documents for execution. The cost of these sets shall be included in the basic compensation paid
to the ENGINEER. Original documents, survey notes, tracings, and the like, except those
furnished to the ENGINEER by the OWNER, are and shall remain the property of the
ENGINEER.
6. The drawings prepared by the ENGINEER under the provisions of Section A-2 above shall be in
sufficient detail to permit the actual location of the proposed improvements on the ground. The
ENGINEER shall prepare and furnish to the OWNER without any additional compensation,
three copies of map(s) showing the general location of needed construction easements and
permanent easements and the land to be acquired. Property surveys, property plats, property
descriptions, abstracting and negotiations for land rights shall be accomplished by the OWNER,
unless the OWNER requests, and the ENGINEER agrees to provide those services. In the event
the ENGINEER is requested to provide such services, the ENGINEER shall be additionally
compensated as set out in Section D hereof.
7. The ENGINEER will attend the bid opening and tabulate the bid proposal, make an analysis of
the bids, and make recommendations for awarding contracts for construction.
8. The ENGINEER further agrees to obtain and maintain, at the ENGINEER’s expense, such
insurance as will protect the ENGINEER from claims under the Workman’s Compensation Act
and such comprehensive general liability insurance as will protect the OWNER and the
ENGINEER from all claims for bodily injury, death, or property damage which may arise from
the performance by the ENGINEER or by the ENGINEER’s employees of the ENGINEER’s
functions and services required under this Agreement.
9. The ENGINEER will complete the final plans, specifications and contract documents and submit
for approval of the OWNER, and all State regulatory agencies to meet the project schedule(s) as
summarized in Exhibit 4: “Anticipated Project Schedule – Appletree Court and Church Street
Water Main Replacement” dated October 23, 2015.
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SECTION B - PROFESSIONAL CONSTRUCTION ENGINEERING SERVICES
The ENGINEER shall furnish professional construction engineering services as follows:
1. The ENGINEER will review, for conformance with the design concept, shop and working
drawings required by the construction Contract Documents and indicate on the drawings the
action taken. Such action shall be taken with reasonable promptness.
2. The ENGINEER will interpret the intent of the drawings and specifications to protect the
OWNER against defects and deficiencies in construction on the part of the contractors. The
ENGINEER will not, however, guarantee the performance by any contractor.
3. The ENGINEER will evaluate and determine acceptability of substitute materials and equipment
proposed by Contractor(s).
4. The ENGINEER will establish baselines for locating the work together with a suitable number of
bench marks adjacent to the work as shown in the contract documents.
5. The ENGINEER will provide general engineering review of the work of the contractor(s) as
construction progresses to ascertain that the contactor is conforming to the design concept.
(a) ENGINEER shall have authority, as the OWNER’s representative, to require special
inspection of or testing of the work, and shall receive and review all certificates of
inspections, testing and approvals required by laws, rules, regulations, ordinances, codes,
orders or the Contract Documents (but only to determine generally that their content
complies with requirements of, and the results certified indicate compliance with, the
Contract Documents).
(b) During such engineering review, ENGINEER shall have the authority, as the OWNER’s
representative, to disapprove of or reject contractor(s)’ work while it is in progress if
ENGINEER believes that such work will not produce a completed Project that conforms
generally to the Contract Documents or that it will prejudice the integrity of the design
concept of the Project as reflected in the Contract Documents.
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6. The ENGINEER will provide resident construction observation. Resident construction
observation shall consist of visual inspection of materials, equipment, or construction work for
the purpose of ascertaining that the work is in substantial conformance with the contract
documents and with the design intent. Such observation shall not be relied upon by others as
acceptance of the work. The ENGINEER’s undertaking hereunder shall not relieve the
contractor of contractor’s obligation to perform the work in conformity with the drawings and
specifications and in a workmanlike manner; shall not make the ENGINEER an insurer of the
contractor’s performance; and shall not impose upon the ENGINEER any obligation to see that
the work is performed in a safe manner. Exhibit 2 - The Limitations of Authority, Duties and
Responsibilities of the Resident Construction Observer is attached to this Agreement.
7. The ENGINEER will cooperate and work closely with representatives of the OWNER.
8. Based on the ENGINEER’s on-site observations as an experienced and qualified design
professional, on information provided by the Resident Construction Observer, and upon review
of applications for payment with the accompanying data and schedules by the contractor, the
ENGINEER:
(a) Shall determine the amounts owing to contractor(s) and recommend in writing payments
to contractor(s) in such amounts. Such recommendations of payment will constitute a
representation to OWNER, based on such observations and review, that the work has
progressed to the point indicated, and that, to the best of the ENGINEER’s knowledge,
information and belief, the quality of such work is generally in accordance with the
Contract Documents (subject to an evaluation of such work as a functioning whole prior
to or upon substantial completion, to the results of any subsequent tests called for in the
Contract Documents, and to any other qualifications stated in the recommendation).
(b) By recommending any payment, ENGINEER will not hereby be deemed to have
represented that exhaustive, continuous or detailed reviews or examinations have been
made by ENGINEER to check the quality or quantity of contractor(s)’ work as it is
furnished and performed beyond the responsibilities specifically assigned to ENGINEER
in the Agreement and the Contract Documents. ENGINEER’s review of contractor(s)’
5
work for the purposes of recommending payments will not impose on Engineer
responsibility to supervise, direct or control such work or for the means, methods,
techniques, sequences, or procedures of construction or safety precautions or programs
incident thereto or contractor(s) compliance with laws, rules, regulations, ordinances,
codes or orders applicable to their furnishing and performing the work. It will also not
impose responsibility on ENGINEER to make any examination to ascertain how or for
what purposes any contractor has used the moneys paid on account of the Contract Price,
or to determine that title to any of the work, materials equipment has passed to OWNER
free and clear of any lien, claims, security interests, or encumbrances, or that there may
not be other matters at issue between OWNER and contractor that might affect the
amount that should be paid.
9. The ENGINEER will prepare necessary contract change orders for approval of the OWNER, and
others on a timely basis.
10. The ENGINEER will make a final review prior to the issuance of the statement of substantial
completion of all construction and submit a written report to the OWNER. Prior to submitting
the final pay estimate, the ENGINEER shall submit the statement of completion to and obtain the
written acceptance of the facility from the OWNER.
11. The ENGINEER will provide the OWNER with one set of reproducible record (as-built)
drawings, and two sets of prints at no additional cost to the OWNER. Such drawings will be
based upon construction records provided by the contractor during construction and reviewed by
the resident construction observer and from the resident construction observer’s construction
data.
12. If State Statutes require notices and advertisements of final payment, the ENGINEER shall assist
in their preparation.
13. The ENGINEER will be available to furnish engineering services and consultations necessary to
correct unforeseen project operation difficulties for a period of one year after the date of
statement of substantial completion of the facility. This service will include instruction of the
OWNER in initial project operation and maintenance but will not include supervision of normal
6
operation of the system. Such consultation and advice shall be at the hourly rates as described in
the attached Exhibit 6: Standard Schedule of Charges dated January 1, 2015. The ENGINEER
will assist the OWNER in performing a review of the project during the 11th month after the
date of the certificate of substantial completion.
14. The ENGINEER further agrees to obtain and maintain, at the ENGINEER’s expense, such
insurance as will protect the ENGINEER from claims under the Workman’s Compensation Act
and such comprehensive general liability insurance as will protect the OWNER and the
ENGINEER from all claims for bodily injury, death, or property damage which may arise from
the performance by the ENGINEER or by the ENGINEER’s employees of the ENGINEER’s
functions and services required under this Agreement.
15. The ENGINEER will provide construction engineering services in accordance with the periods
summarized in Exhibit 4: “Anticipated Project Schedule – Appletree Court and Church Street
Water Main Replacement” dated October 23, 2015.
If the above is not accomplished within the time period specified, this Agreement may be terminated by
the OWNER. The time for completion may be extended by the OWNER for a reasonable time if
completion is delayed due to unforeseeable cases beyond the control and without the fault or negligence
of the ENGINEER. Pursuant to Paragraph D “Changes in Rates of Compensation”, the contract shall be
designated on-going consistent with the project schedule.
7
SECTION C – COMPENSATION FOR ENGINEERING SERVICES
1. The OWNER shall compensate the ENGINEER for professional design engineering services in
the amount of Twenty Eight Thousand Fifty Dollars – Fixed Fee (FF) ($28,000 FF) as
summarized on Exhibit 3: “Estimate of Level of Effort and Associated Cost for Professional
Engineering Services for Appletree Court and Church Street Water Main Replacement” dated
October 23, 2015.
(a) The compensation for the professional design engineering services shall be payable as
follows:
(1) A sum which does not exceed ninety percent (90%) of the total compensation
payable under Section C-1 shall be paid in monthly increments for work actually
completed and invoiced, for grant administration and for the preparation and
submission to the OWNER and/or IEPA of the construction drawings,
specifications, cost estimates and contract documents.
(2) A sum which, together with the compensation paid pursuant to Section C-1(a)(1)
above, equals one hundred percent (100%) of the total compensation due and
payable in accord with Section C-1 above, shall be due immediately after the
award of construction contract(s) is approved by the corporate authorities.
2. The OWNER shall compensate the ENGINEER for the construction administration, construction
staking, construction observation (including the Resident Construction Observer), and any
additional consultation and surveying services on the basis of Hourly Rates (HR) as described on
the attached Exhibit 6: Standard Schedule of Charges dated January 1, 2015. The estimated
values are included in Exhibit 3: “Estimate of Level of Effort and Associated Cost for
Professional Engineering Services for Appletree Court and Church Street Water Main
Replacement” dated October 23, 2015 and are estimated at $30,550 Hourly (HR).
(a) The compensation for the construction administration, construction staking, construction
observation (including the Resident Construction Observer), and any additional
consultation and surveying services shall be payable as follows:
8
(1) A sum which equals any charges for work actually completed and invoiced shall
be paid at least once per month.
3. The OWNER shall compensate the ENGINEER for direct expenses as identified in the contract
and as noted on Exhibit 3 at the actual cost or hourly cost for the work completed.
(1) A sum which equals any charges for work actually completed and invoiced shall be paid
at least once per month.
4. The compensation for any additional engineering services authorized by the OWNER pursuant to
Section D shall be payable as follows:
(a) A sum which equals any charges for work actually completed and invoiced shall be paid
at least once per month.
9
SECTION D – ADDITIONAL ENGINEERING SERVICES
In addition to the foregoing being performed, the following services may be provided UPON PRIOR
WRITTEN AUTHORIZATION OF THE OWNER.
1. Site surveys outside of the project limits and other similar special surveys as may be required.
2. Laboratory tests, well tests, borings, specialized geological soils hydraulic, or other studies
recommended by the ENGINEER.
3. Property surveys, detailed description of sites, maps, drawings, or estimates related thereto;
assistance in negotiating for land and easement rights.
4. Necessary data and filing maps for litigation, such as condemnation.
5. Redesigns ordered by the OWNER after final plans have been accepted by the OWNER and
IEPA.
6. Appearances before courts or boards on matters of litigation or hearings related to the project.
7. Preparation of environmental impact assessments or environmental impact statements.
8. Making drawings from field measurements of existing facilities when required for planning
additions or alterations thereto.
9. Services due to changes in the scope of the Project or its design, including but not limited to,
changes in size, complexity, schedule or character of construction.
10. Revising studies or reports which have previously been approved by the OWNER, or when
revisions are due to cases beyond the control of the ENGINEER.
10
11. Preparation of design documents for alternate bids where major changes require additional
documents.
12. Preparation of detailed renderings, exhibits or scale models for the Project.
13. Providing special analysis of the OWNER’s needs such as owning and operating analysis, plan
for operation and maintenance, OWNER’s special operating drawings or charts, and any other
similar analysis.
14. The preparation of feasibility studies, appraisals and evaluations, detailed quantity surveys of
material and labor, and material audits or inventories by the OWNER.
15. Additional or extended services during construction made necessary by (1) work damaged by
fire or other cause during construction, (2) defective or incomplete work of the contractor, and/or
(3) the contractor’s default on the Construction Contract due to delinquency or insolvency.
16. Providing design services relating to future facilities, systems and equipment which are not
intended to be constructed or operated as a part of the Project.
17. Providing other services not otherwise provided for in this Agreement, including services
normally furnished by the OWNER as described in Section E – SPECIAL PROVISIONS –
Owner’s Responsibilities.
Payment for the services specified in this Section E shall be as agreed in writing between the OWNER
and the ENGINEER prior to commencement of the work. The ENGINEER will render to OWNER for
such services an itemized bill, separate from any other billing, once each month, for compensation for
services performed hereunder during such period, the same to be due and payable by OWNER to the
ENGINEER on or before the 10th day of the following period. Payment for services noted in D shall be
at Actual Cost (AC), Fixed Fee (FF) or Hourly (HR).
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SECTION E - SPECIAL PROVISIONS
1. OWNER’S RESPONSIBILITIES
(a) Provide to the ENGINEER all criteria, design and construction standards and full
information as to the OWNER’s requirements for the Project.
(b) Designate a person authorized to act as the OWNER’s representative. The OWNER or
his representative shall receive and examine documents submitted by the ENGINEER,
interpret and define the OWNER’s policies and render decisions and authorizations in
writing promptly to prevent unreasonable delay in the progress of the ENGINEER’s
services.
(c) Furnish laboratory tests, air and water pollution tests, reports and inspections of samples,
materials or other items required by law or by governmental authorities having
jurisdiction over this Project, or as recommended by the ENGINEER.
(d) Provide legal, accounting, right-of-way acquisition and insurance counseling services
necessary for the Project, legal review of the construction Contract Documents, and such
auditing services as the OWNER may require to account for expenditures of sums paid to
the contractor.
(e) Furnish above services at the OWNER’s expense and in such manner that the
ENGINEER may rely upon them in the performance of his services under this Agreement
and in accordance with the Project timetable.
(f) Guarantee full and free access for the ENGINEER to enter upon all property required for
the performance of the ENGINEER’s services under this Agreement.
(g) Give prompt written notice to the ENGINEER whenever the OWNER observes or
otherwise becomes aware of any defect in the Project or other event which may
substantially affect the ENGINEER’s performance of services under this Agreement.
12
(h) Protect and preserve all survey stakes and markers placed at the project site prior to the
assumption of this responsibility by the contractor and bear all costs of replacing stakes
or markers damaged or removed during said time interval.
2. Delegation of Duties - Neither the OWNER nor the ENGINEER shall delegate his duties under
this Agreement without the written consent of the other.
3. The ENGINEER has not been retained or compensated to provide design services relating to the
contractor’s safety precautions or to means, methods, techniques, sequences, or procedures
required by the contractor to perform his work but not relating to the final or completed
structure. Omitted services include but are not limited to shoring, scaffolding, underpinning,
temporary retainment of excavations and any erection methods and temporary bracing.
4. The ENGINEER intends to render his services under this Agreement in accordance with
generally accepted professional practices for the intended use of the Project.
5. Since the ENGINEER has no control over the cost of labor, materials, equipment or services
furnished by others, or over the contractor(s) methods of determining prices, or over competitive
bidding or market conditions, his opinions of probable Project Costs and Construction Costs
provided for herein are to be made on the basis of his experience and qualifications and represent
his best judgment as an experienced and qualified professional engineer, familiar with the
construction industry. The ENGINEER cannot and does not guarantee that proposals, bids or
actual project or construction cost will not vary from opinions of probable cost prepared by him.
If prior to the bidding or negotiating phase OWNER wishes greater assurance as to project or
construction costs he shall employ an independent cost-estimator.
6. Access to Records:
(a) The ENGINEER agrees to include subsections E-6(b) through E-6(e) below in all
contracts and all subcontracts directly related to project services which are in excess of
$25,000.
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(b) The ENGINEER shall maintain books, records, documents and other evidence directly
pertinent to performance of Agency loan work under this Agreement consistent with
generally accepted accounting standards in accordance with the American Institute of
Certified Public Accountants Professional Standards (666 Fifth Avenue, New York, New
York 10019; June 1, 1987). The Agency or any of its duly authorized representatives
shall have access to such books, records, documents and other evidence for the purpose
of inspection, audit and copying. The ENGINEER will provide facilities for such access
and inspection.
(c) Audits conducted pursuant to this provision shall be in accordance with generally
accepted auditing standards.
(d) The ENGINEER agrees to the disclosure of all information and reports resulting from
access to records pursuant to subsection E-6(b) above, to the Agency. Where the audit
concerns the ENGINEER, the auditing agency shall afford the ENGINEER an
opportunity for an audit exit conference and an opportunity to comment on the pertinent
portions of the draft audit report. The final audit report will include the written
comments, if any, of the audited parties.
(e) Records under subsection E-6(b) above shall be maintained and made available during
performance on Agency loan work under this agreement and until three years from date
of final Agency loan audit for the project. In addition, those records which relate to any
“dispute” appeal under an Agency loan agreement, or litigation, or the settlement of
claims arising out of such performance, costs or items to which an audit exception has
been taken, shall be maintained and made available until three years after the date of
resolution of such appeal, litigation, claim or exception.
7. Covenant Against Contingent Fees - The ENGINEER warrants that no person or selling agency
has been employed or retained to solicit or secure this contract upon an agreement or
understanding for a commission, percentage, brokerage, or contingent fee, excepting bonafide
employees. For breach or violation of this warranty, the loan recipient shall have the right to
annul this agreement without liability or in its discretion to deduct from the contract price or
14
consideration or otherwise recover, the full amount of such commission, percentage, brokerage,
or contingent fee.
8. Covenant Against Contingent Fees - The loan recipient warrants that no person or agency has
been employed or retained to solicit or secure a PWSLP loan upon an agreement or
understanding for a commission, percentage, brokerage, or contingent fee. For breach or
violation of this warranty, the Agency shall have the right to annul the loan or to deduct from the
loan or otherwise recover, the full amount of such commission, percentage, brokerage, or
contingent fee.
9. Certification Regarding Debarment – The ENGINEER certifies that the services of anyone that
has been debarred or suspended under Federal Executive Order 12549 has not, and will not, be
used for work under this Agreement.
10. Affirmative Action – The ENGINEER agrees to take affirmative steps to assure that
disadvantaged business enterprises are utilized when possible as sources of supplies, equipment,
construction and services in accordance with the Clean Water Loan Program rules. As required
by the award conditions of USEPA's Assistance Agreement with IEPA, the ENGINEER
acknowledges that the fair share percentages are 5% for MBEs and 12% for WBEs.
11. The ENGINEER shall not discriminate on the basis of race, color, national origin or sex in the
performance of this contract. The contractor shall carry out applicable requirements of 40 CFR
Part 33 in the award and administration of contracts awarded under EPA financial assistance
agreements. Failure by the contractor to carry out these requirements is a material breach of this
contract which may result in the termination of this contract or other legally available remedies.
15
EXHIBIT 2
THE LIMITATIONS OF AUTHORITY, DUTIES AND RESPONSIBILITIES OF THE RESIDENT
CONSTRUCTION OBSERVER ARE AS FOLLOWS:
1. The Resident Construction Observer shall act under the direct supervision of the ENGINEER,
shall be the ENGINEER’s agent in all matters relating to on-site construction review of the
contractor’s work, shall communicate only with the ENGINEER and the contractor (or
contractor’s), and shall communicate with subcontractors only through the contractor or his
authorized superintendent. The OWNER shall communicate with the Resident Construction
Observer only through the ENGINEER.
2. The Resident Construction Observer shall review and inspect on-site construction activities of
the contractor relating to portions of the Project designed and specified by the Engineer as
contained in the Construction Contract Documents.
3. Specifically omitted from the Resident Construction Observer’s duties is any review of the
contractor’s safety precautions, or the means, methods, sequences, or procedures required for the
contractor to perform the work but not relating to the final or completed Project. Omitted design
or review services include but are not limited to shoring, scaffolding, underpinning, temporary
retainment of excavations and any erection methods and temporary bracing.
4. The specific duties and responsibilities of the Resident Construction Observer are enumerated as
follows:
(a) Schedules: Review the progress schedule, schedule of Shop Drawing submissions and
schedule of values prepared by contractor and consult with ENGINEER concerning their
acceptability.
(b) Conferences: Attend preconstruction conferences. Arrange a schedule of progress
meetings and other job conferences as required in consultation with ENGINEER and
notify those expected to attend in advance. Attend meetings and maintain and circulate
copies of minutes thereof.
16
(c) Liaison:
(1) Serve as ENGINEER’s liaison with contractor, working principally through
contractor’s superintendent and assist him in understanding the intent of the
Contract Documents.
(2) Assist ENGINEER in serving as OWNER’s liaison with contractor when
contractor’s operations affect OWNER’s on-site operations.
(3) As requested by ENGINEER, assist in obtaining from OWNER additional details
or information, when required at the job site for proper erection of the work.
(d) Shop Drawings and Samples:
(2) Receive and record date of receipt of Shop Drawings and samples.
(3) Receive samples which are furnished at the site by contrctor, and notify
ENGINEER of their availability for examination.
(3) Advise ENGINEER and contractor or its superintendent immediately of the
commencement of any work requiring a Shop Drawing or sample submission if
the submission has not been approved by ENGINEER.
(e) Review of Work, Rejection of Defective Work, Inspections and Tests:
(1) Conduct on-site inspection of the work in progress to assist ENGINEER in
determining if the work is proceeding in accordance with the Contract Documents
and that completed work will conform to the Contract Documents.
(2) Report to ENGINEER whenever he believes that any work is unsatisfactory,
faulty or defective or does not conform to the Contract Documents, or does not
meet the requirements of any inspections, test or approval required to be made or
17
has been damaged prior to final payment; and advise ENGINEER when he
believes work should be corrected or rejected or should be uncovered for
inspection, or requires special testing, inspection or approval.
(3) Verify that tests, equipment and systems start-ups, and operating and maintenance
instructions are conducted as required by the Contract Documents and in presence
of the required personnel, and that contractor maintains adequate records thereof;
observe, record and report to ENGINEER appropriate details relative to the test
procedures and start-ups.
(4) Accompany visiting inspectors representing public or other agencies having
jurisdiction over the Project, record the outcome of these inspections and report to
ENGINEER.
(f) Interpretation of Contract Documents: Transmit to contractor ENGINEER’s clarifications
and interpretations of the Contract Documents.
(g) Modifications: Consider and evaluate contractor’s suggestions for modifications in
Drawings or Specifications and report them with recommendations to ENGINEER.
(h) Records:
(1) Maintain at the job site orderly files for correspondence, reports of job
conferences, Shop Drawings and samples submissions, reproductions of original
Contract Documents including all addenda, change orders, field orders, additional
drawings issued subsequent to the execution of the Contract, ENGINEER’s
clarifications and interpretations of the Contract Documents, progress reports, and
other Project related documents.
(2) Keep a diary or log book, recording hours on the job site, weather conditions, data
relative to questions of extras or deductions, list of visiting officials and
representatives of manufacturers, fabricators, suppliers and distributors, daily
18
activities, decisions, observations in general and specific observations in more
detail as in the case of observing test procedures. Send copies to ENGINEER.
(4) Record names, addresses and telephone numbers of all contractor’s,
subcontractors and major suppliers of materials and equipment.
(i) Reports:
(1) Furnish ENGINEER periodic reports as required of progress of the work and
contractor’s compliance with the approved progress schedule and schedule of
Shop Drawing submissions.
(2) Consult with ENGINEER in advance of schedule major tests, inspections or start
of important phases of the work.
(3) Report immediately to ENGINEER upon the occurrence of any accident.
(j) Payment Requisitions: Review applications for payment with contractor for compliance
with the established procedure for their submission and forward them with
recommendations to ENGINEER, noting particularly their relation to the schedule of
values, work completed and materials and equipment delivered at the site but not
incorporated in the work.
(k) Certificates, Maintenance and Operating Manuals: During the course of the work, verify
that certificates, maintenance and operation manuals and other data required to be
assembled and furnished by contractor are applicable to the items actually installed; and
deliver this material to ENGINEER for his review and forwarding to OWNER prior to
final acceptance of the work.
(l) Completion:
(1) Before ENGINEER issues a Statement of Substantial Completion, submit to
contractor a list of observed items requiring completion or correction.
19
(2) Conduct final review in the company of ENGINEER, OWNER and contractor
and prepare a final list of items to be completed or corrected.
(3) Verify that all items on final list have been completed or corrected and make
recommendations to ENGINEER concerning acceptance.
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W Ridge St
E Fox St
E Washington St
E Veterans Pkwy
R i v e r B i r c h D r
W Van Emmon St
River Birch Ln
Morgan St
Adrian St
W
h
i
t
e
O
a
k
W
a
y
Bristol Ave
King St
Appletree Ct
Colton St
E Elm St
W Veterans Pkwy
Gawne Ln
Blaine St
Wood
Walnut St
Woodworth St
Jackson St
Dalton Ave
Hillcrest Ave
Walter St
E Ridge St
Spruce Ct
W Dolph St
Tower Ln
Liberty St
P o w e r s
i v e r R d
S Main St
W Fox St
Church St
Fir Ct
Cannonball Trl
E Main St
W So m onau k St
y
Mil
l
S
t
S Bridge St
Jefferson St
State St
State St
Madison Ct
E Orange St
Olsen St
W W a s h i n g t o n S t
W Dolph St
W Orange St
W Washington St
W Beecher St
West St
W Center St
E Center St
W S omo n a uk St
W Spring St
W Main St
River Rd
N Bridge St
E Spring St
E Park St
E S o monauk St
Sanders Ct
Worsley St
Freemont St
Mart
Heri
Landmark Ave
C
e
n
t
e
r
P
k
w
y
Cornell Ln
Independen c e B l v d
John St
Bell St
Conover Ln
Leisure St
Pleasure Dr
Georgeanna St
N Bridge St
Scho
E Hydraulic Ave
Rodak St
Benjamin St
Tomasik Ct
Bu h r m a s t e r C t
Sunset Ave
W Hydraulic Ave
W Hydraulic Ave
C
a
rl
y
D
r
Ca r l y C t
P
a
t
r
i
c
k Ct
C
o
d
y
C
t
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
IMPROVEMENT LIMITS
WATER
EXHIBIT 5
LOCATION MAP
www.eeiweb.com
DATE:
PROJECT NO.:
FILE:
PATH:
BY:
October 2015
YO1531
YO1531_Location.mxd.MXD
H:\GIS\PUBLIC\YORKVILLE\2015\
KKP ³
01,0002,000500
Feet
Standard Schedule of Charges
January 1, 2015
EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE
Senior Principal E-4 $190.00
Principal E-3 $185.00
Senior Project Manager E-2 $175.00
Project Manager E-1 $158.00
Senior Project Engineer/Planner/Surveyor II P-6 $146.00
Senior Project Engineer/Planner/Surveyor I P-5 $137.00
Project Engineer/Planner/Surveyor P-4 $125.00
Senior Engineer/Planner/Surveyor P-3 $114.00
Engineer/Planner/Surveyor P-2 $105.00
Associate Engineer/Planner/Surveyor P-1 $ 94.00
Senior Project Technician II T-6 $137.00
Senior Project Technician I T-5 $125.00
Project Technician T-4 $114.00
Senior Technician T-3 $105.00
Technician T-2 $ 94.00
Associate Technician T-1 $ 82.00
Administrative Assistant A-3 $ 78.00
CREW RATES, VEHICLES AND REPROGRAPHICS
1 Man Field Crew with Standard Survey Equipment $149.00
2 Man Field Crew with Standard Survey Equipment $233.00
1 Man Field Crew with RTS or GPS * $184.00
2 Man Field Crew with RTS or GPS * $268.00
Vehicle for Construction Observation $15.00
In-House Scanning and Reproduction $0.25/Sq. Ft. (Black & White)
$1.00/Sq. Ft. (Color)
*RTS = Robotic Total Station / GPS = Global Positioning System
Exhibit 6
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Agenda Item Number
NB #7
Tracking Number
PW 2015-70
Autumn Creek Unit 2A
Public Works Committee – November 17, 2015
Consideration of Approval
Subdivision Acceptance Consideration and Bond Reduction
Brad Sanderson Engineering
Name Department
The Pulte Group has requested that the City accept the public improvements for Autumn Creek
Units 2A for ownership and maintenance (see attached).
At this time, all work related to the public improvements in Unit 2A, including punch list work
has been completed. We recommend that the public improvements within the above described
units for water main, sanitary sewer, storm sewer, paving, sidewalk, street lighting and parkway
trees as described in the attached Bill of Sale be accepted for ownership and maintenance by the
City.
As required by City Code, the developer will be responsible to provide a performance guarantee
to cover the one year maintenance period. This period starts after the City formally accepts the
improvements.
Along with final acceptance, there is a bond reduction to 10% of the value of the public
improvements (Maintenance Guarantee). Accordingly, the bond reduction and guarantee value
shall be as follows:
Unit 2A Improvements (Liberty Mutual #268002827)
Original Value $343,781.10
Current Value $343,781.10
Required Value (10% of Original) $66,315.23
Net Reduction $277,465.87
Let us know if you need more information or if you have any questions.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: October 29, 2015
Subject: Autumn Creek Unit 2A Acceptance and
Bond Reduction
1
BILL OF SALE
Seller, _______________, in consideration of One and 00/100th Dollar ($1.00), receipt
hereby acknowledged, does hereby sell, assign, transfer and convey to the Buyer, the United City
of Yorkville, an Illinois municipal corporation, at 800 Game Farm Road, Yorkville, Illinois
60560, the following personal property to wit described in Exhibit A attached hereto for the
development know as Autumn Creek Unit 2A, and generally shown on Exhibit B.
Seller hereby represents and warrants to Buyer that Seller is the absolute owner of said
property, that said property is free and clear of all liens, charges and encumbrances, and that
Seller has full right, power, and authority to sell said property and to make this Bill of Sale.
IN WITNESS WHEREOF, Seller has signed and sealed this Bill of Sale at
___________________________________, this _____ day of _______________, 20__.
Subscribed and Sworn to
before me this _____ day
of _____________, 20__.
_______________________
Notary Public
Page 1 of 1
Exhibit A
Autumn Creek Unit 2A
Roadways
Olive Lane Sta. 700+00 to Sta. 708+89
Midnight Place Sta. 2400+00 to Sta. 2407+97
Utilities
UNITS TOTAL
HDPE PERF STORM SEWERS, 10" FOOT 396
HDPE PERF STORM SEWERS, 12" FOOT 159
HDPE PERF STORM SEWERS, 15" FOOT 208
STORM SEWERS, CLASS A, TYPE 2, 12" FOOT 439
STORM SEWERS, CLASS A, TYPE 2, 15" FOOT 575
CATCH BASINS, TYPE A, 4' DIAMETER EACH 8
INLETS, TYPE A, 2" DIAMETER EACH 13
PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15" W/ GRATE EACH 1
MANHOLES, TYPE A, 4' DIAMETER EACH 5
4" PVC SUMP CONNECTION EACH 42
STORM SEWERS, CLASS A, TYPE 2, 18" FOOT 669
STORM SEWERS, CLASS A, TYPE 2, 21" FOOT 236
MANHOLES, TYPE A, 4' DIAMETER EACH 4
8- INCH WATER MAIN FOOT 863
FIRE HYDRANTS EACH 3
8" VALVE AND VALVE BOX EACH 1
1" SINGLE FAMILY WATER SERVICE (LONG) EACH 13
1" SINGLE FAMILY WATER SERVICE (SHORT) EACH 16
8" SANITARY SEWER, PVC SDR-28 (0"-15" DEEP) FOOT 379
8" SANITARY SEWER, PVC DR-18 (0"-15" DEEP) FOOT 716
4' SANITARY MANHOLES (0"-15" DEEP) EACH 5
6" SINGLE FAMILY SANITARY SEWER SERVICE (LONG) EACH 16
6" SINGLE FAMILY SANITARY SEWER SERVICE (SHORT) EACH 12
STREET LIGHTS / WIRING EACH 8
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #8
Tracking Number
PW 2015-71
Route 47 ITEP (Streetlights)
Public Works Committee – November 17, 2015
Consideration of Approval
Consideration of Authorization No. 1
Brad Sanderson Engineering
Name Department
The purpose of this memo is to present Authorization No. 1 for the above referenced project.
An authorization, as defined by IDOT, is the written approval of a contract change and the written
directive to the contractor to perform said work. By this definition, it alters the contract work from that
awarded under the competitive bidding process. An Authorization of Contract Changes signed by the
Regional Engineer signifies completed review of and support for the change proposed.
Background:
The State of Illinois and Thorne Electric entered into an agreement for a contract value of $401,463.02 for
the above referenced project.
The construction costs are being funded by ITEP funds (federal) and local funds. The maximum federal
participation amount for construction is $432,098.00, inclusive of all change orders (authorizations)
associated with this contract. The majority of the work items are covered at an 80/20 split. The
remaining work items are covered at a 50/50.
Questions Presented:
Should the City approve Authorization No. 1 in the amount of $2,312.64?
Discussion:
Authorization No. 1 covers the following:
Inside the electric box (lighting controller), there are no terminals (like an electrical outlet but for
bare wire connections) to plug into for the new outlets on the light poles. This change will
temporary turn off the power to the electric box, so that workers can safely add terminals.
Without this change there will be no electricity to the festoon outlets on the poles.
The net change to date for authorizations is $2,312.64, which is a 0.58% increase to the original contract
value bringing a revised contract value to date of $403,775.66.
We have attached IDOT form BC-22 for Authorization No. 1 for your information. The authorization has
pre-approval from the IDOT District 3 Local Agency Bureau of Construction Engineer.
We are recommending approval of the Authorization.
Action Required:
Consideration of approval from the City Council for Authorization No. 1.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: November 12, 2015
Subject: Rt 47 ITEP (Streetlights)–AuthorizationNo. 1
Have a question or comment about this agenda item?
Call us Monday-Friday, 8:00am to 4:30pm at 630-553-4350, email us at agendas@yorkville.il.us, post at www.facebook.com/CityofYorkville,
tweet us at @CityofYorkville, and/or contact any of your elected officials at http://www.yorkville.il.us/gov_officials.php
Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Agenda Item Number
NB #9
Tracking Number
PW 2015-72
Capital Project Update
Public Works Committee – November 17, 2015
None
Status Update
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 brief summary on the status of the projects is provided below:
Construction Projects
Game Farm Road and Somonauk Street Improvements
The work is substantially complete. The contractor is working on completing punchlist
items. EEI will be completing record drawings and preparing project files for the IDOT
audit.
Rt 47 Street Lighting – ITEP
Preliminary work has been initiated. Shop drawings are being reviewed. The poles will
take approximately 16 weeks to manufacture after shop drawing approval. It is
anticipated that the poles will be installed in the spring.
Ridge Street Water main Improvements
The works is substantially complete. The contractor is working on completing punchlist
items. EEI will be completing record drawings.
Raintree Village – Completion of Improvements (Landscaping)
Tree planting has been completed. EEI will be verifying soon.
Well No. 8 Rehabilitation
The project was awarded at the CC meeting on 11/10. A preconstruction meeting will be
scheduled soon.
Sunflower/Greenbrier Pond Naturalization
The new plantings have been installed. We are in the first year of a three-year
maintenance contract with Encap.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
CC: Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Dir.
Lisa Pickering, Deputy City Clerk
Date: November 11, 2015
Subject: Capital Improvement Projects Update
Planning/Design Projects
Kennedy Shared Use Path – ITEP
The Phase II pre-final plans are to be submitted to IDOT on November 13th. Land
acquisition is currently in process. There are two parcels that require acquisition.
We are tentatively targeting an April 2016 letting (pending land acquisition and funding).
Mill Street LAFO
The Phase II pre-final plans are to be submitted to IDOT on November 13th.
We are tentatively targeting a March 2016 letting. Construction to take place while
school is out of session.
2016 RTBR
Field work has been initiated. MFT related documents will be brought to the Public
Works Committee soon.
We are tentatively targeting a March 2016 letting.
Countryside Street and Water main Improvements
Final design is underway. We are targeting permit submittals in early December. Our
next status meeting w/Eric is scheduled for later this month. A public meeting will be
scheduled prior to project letting.
We are tentatively targeting a letting in February 2016.
Pavement Management System
Status Update
April 21, 2015
Presented By:
Brad Sanderson, P.E.
Eric Dhuse, Director of Public Works
Discussion Outline
•Review of Project Goals
•2012 Inspection Results
•RTBR Accomplishments
•2015 Update
•Maintenance and Rehabilitation
•Recommended Plan
Project Goals
•Establish a Pavement Management
System for the City
–Database of all Roadways
–Database of Signs and Streetlights
–Tool to Develop Cost-Effective Maintenance
and Rehabilitation Plan
•Develop Multi-Year Rehabilitation Plan
–Identify Rehabilitation and Maintenance
Techniques
–Review Budget Needs and Impacts
2012 Inspection Results
•Overall Road Condition – 3 Components
–Surface Condition
•Cracking, rutting, ride quality
–Deflection Condition
•Dynaflect maximum deflection and traffic
–Dynamic Condition
•Surface curvature index, base curvature index, percent
spreadability (all three deal with the change in
deflection readings as you move away from the loading
point)
2012 Inspection Results
•107 Miles of Roadway in the City were Tested
•25 Miles of Roadway - Binder Only (Not-Accepted)
•Current Overall Rating of 82
•87% of Roadways “Good or Better”, 13% “Fair or Worse”
% of Total System Mileage
4.5%
8.8%
24.7%
38.1%
23.8%
Current Condition
10-39 = VERY POOR
40-59 = POOR
60-69 = FAIR
70-79 = GOOD
80-89 = VERY GOOD
90-100 = EXCELLENT
2012 Inspection Results
0.0
3.7
7.2
20.2
31.0
19.4
0
5
10
15
20
25
30
35
10-39 = VERY POOR 40-59 = POOR 60-69 = FAIR 70-79 = GOOD 80-89 = VERY GOOD 90-100 = EXCELLENT
MI
L
E
S
O
F
R
O
A
D
W
A
Y
CURRENT OVERALL CONDITION
CURRENT CONDITION CATEGORY BREAKDOWN BY MILEAGE
RTBR Accomplishments
•City Investment – RTBR (2013 & 2014)
–$1.3 M Invested
–3.0 Miles of Street Upgraded (Mill & Overlay)
–$50,000 of Crack Sealing
RTBR Accomplishments
•City Investment – Other Projects
–Cannonball Trail LAFO
•$341,000 Invested
•0.75 Miles of Street Upgraded
–Kennedy Road
•$1.2 M Invested
•0.63 Miles of Street Upgraded
•Development Projects
–9 Miles of Binder Only Streets Paved
2015 Update
•107 Miles of Roadway
•16 Miles of Roadway - Binder Only (Not-Accepted)
•Current Overall Rating of 83 (Projected Through Program)
•86% of Roadways “Good or Better”, 14% “Fair or Worse”
4.8%
9.2%
18.4%
37.8%
29.8%
Current Condition
10-39 = Very Poor
40-59 = Poor
60-69 = Fair
70-79 = Good
80-89 = Very Good
90-100 = Excellent
% of Total System
2015 Update
0
4.4
8.4
16.8
34.6
27.3
0
5
10
15
20
25
30
35
40
10-39 = Very Poor 40-59 = Poor 60-69 = Fair 70-79 = Good 80-89 = Very Good 90-100 = Excellent
MI
L
E
S
O
F
R
O
A
D
W
A
Y
CURRENT OVERALL CONDITION
CURRENT CONDITION CATEGORY BREAKDOWN BY MILEAGE
Analysis
•Scenario #1 – Do Nothing…..
–Future Overall Rating will be 74 in 5 Years
–31% of Roadways “Fair or Worse” (14% Currently)
3.6%
15.4%
11.7%
16.2%
53.2%
Future Condition
10-39 = Very Poor
40-59 = Poor
60-69 = Fair
70-79 = Good
80-89 = Very Good
90-100 = Excellent
Analysis
•Scenario #1 – Do Nothing….
3.3
14.4
10.9
15.0
49.5
0.0
0.0
10.0
20.0
30.0
40.0
50.0
60.0
10-39 = Very Poor 40-59 = Poor 60-69 = Fair 70-79 = Good 80-89 = Very Good 90-100 = Excellent
MI
L
E
S
O
F
R
A
O
D
W
A
Y
FUTURE OVERALL CONDITION
FUTURE CONDITION CATEGORY BREAKDOWN BY MILEAGE
Analysis
•Scenario #2 – $600K Option…..
–Future Overall Rating will be 77 in 5 Years
–24% of Roadways “Fair or Worse” (14% Currently)
12.0%
11.9%
17.6%
58.5%
FUTURE CONDITION
10-39 = Very Poor
40-59 = Poor
60-69 = Fair
70-79 = Good
80-89 = Very Good
90-100 = Excellent
Analysis
•Scenario #2 – $600K Option….
0.0
11.0 10.9
16.1
53.6
0.00
10.00
20.00
30.00
40.00
50.00
60.00
10-39 = Very Poor 40-59 = Poor 60-69 = Fair 70-79 = Good 80-89 = Very Good 90-100 = Excellent
MI
L
E
S
O
R
R
O
A
D
W
A
Y
FUTURE OVERALL CONDITION
FUTURE CONDITION CATEGORY BREAKDOWN BY MILEAGE
Analysis
•Scenario #3 – $1 Million Dollar Option…..
–Future Overall Rating will be 79 in 5 Years
–16% of Roadways “Fair or Worse” (14% Currently)
4.1%
11.9%
20.1% 63.9%
FUTURE CONDITION
10-39 = Very Poor
40-59 = Poor
60-69 = Fair
70-79 = Good
80-89 = Very Good
90-100 = Excellent
Analysis
•Scenario #3 – $1 Million Dollar Option….
0.0 3.7
10.9
18.4
58.5
0.0
0.00
10.00
20.00
30.00
40.00
50.00
60.00
70.00
10-39 = Very Poor 40-59 = Poor 60-69 = Fair 70-79 = Good 80-89 = Very Good 90-100 = Excellent
MI
L
E
S
O
F
R
O
A
D
W
A
Y
FUTURE OVERALL CONDITION
FUTURE CONDITION CATEGORY BREAKDOWN BY
MILEAGE
Analysis
Scenario #4
0
10
20
30
40
50
60
70
80
90
Fair or Worse 10-69 Good or Better 70-100
MI
L
E
S
O
F
R
O
A
D
W
A
Y
5 YEAR CONDITION WITH VARIOUS BUDGETS
Current No Improvement $600K $1 M
Recommended Plan
•Budget as RTBR Allows ($600 K)
•Utilize Software
–Identify Timelines for Preventative Maintenance
–Review Rehabilitation Methods
•Develop Improvement Schedules
–Multi-Year Plan
–Prioritization to Maximize Budget Effectiveness
Not Necessarily “Worst First”
Recommended Plan
•Program Recommendations
–Several Countryside Development Streets
–Mill Road
–Kennedy Road
–Baseline Road
Projects Currently not Proposed in
RTBR Plan
Recommended Plan
•Additional Budget Considerations
–Estimated Costs will need to be Annually Monitored
–Budgets do not Include Utility Work
•Plan Considerations
̶Strategic Value to Advancing/Delaying Projects
̶Underground Utility Projects
̶Project Locations
̶Connected to an Adjacent Improvement
Recommended Plan
STREET FROM TO STRATEGY COST
APPLETREE COURT N. BRIDGE STREET WEST END MILL & OVERLAY $26,228
CHURCH STREET W. SPRING STREET W. RIVER STREET MILL & OVERLAY $72,956
FAXON ROAD CITY LIMIT 1300' EAST MILL & OVERLAY $57,222
FREEMONT STREET SOUTH END ELM STREET MILL & OVERLAY $87,438
HILLCREST AVENUE PRAIRE LANE SUNSET AVENUE MILL & OVERLAY $65,303
INDEPENDENCE BLVD WEST END EAST END MILL & OVERLAY $62,387
JOHN STREET INDEPENDENCE BLVD CORNELL LANE MILL & OVERLAY $60,519
SUNSET AVENUE HILLCREST AVENUE SOUTH END MILL & OVERLAY $73,732
WEST STREET SOMONAUK STREET CENTER STREET MILL & OVERLAY $21,983
WHEATON AVENUE N. BRIDGE STREET SHADOW WOOD DRIVE MILL & OVERLAY $124,568
$652,336
2016 (FY17) STREET REHABILITATION LIST
TOTAL
Recommended Plan
STREET FROM TO STRATEGY COST
ELIZIBETH STREET WEST END S. MAIN STREET MILL & OVERLAY $52,522
MADISON COURT W. MADISON STREET WEST END MILL & OVERLAY $7,657
MADISON STREET WEST END MORGAN STREET MILL & OVERLAY $24,463
MAIN STREET W. VAN EMMON STEET W. HYDRAULIC AVENUE MILL & OVERLAY $12,397
MAIN STREET S. BRIDGE STREET W. RIDGE STREET MILL & OVERLAY $123,747
MILL STREET SCHOOLHOUSE ROAD E. FOX STREET MILL & OVERLAY $143,061
PAVILLION ROAD FOX ROAD CITY LIMIT MILL & OVERLAY 139039
RIDGE STREET JEFFERSON STREET S. MAIN STREET MILL & OVERLAY $15,085
STATE STREET W. HYDRAULIC STEET W. RIDGE STREET MILL & OVERLAY $44,025
WASHINGTON STREET W. MORGAN STREET S. MAIN STREET MILL & OVERLAY $40,147
$602,143
2017 (FY18) STREET REHABILITATION LIST
TOTAL
Recommended Plan
STREET FROM TO STRATEGY COST
ALANDALE LANE RED TAIL COURT REDBUD DRIVE MILL & OVERLAY $108,786
BEHRENS STREET JOHNSON STREET OAKWOOD STREET MILL & OVERLAY $33,748
BRUELL STREET JOHNSON STREET OAKWOOD STREET MILL & OVERLAY $50,058
ELM STREET MCHUGH ROAD FREEMONT STREET MILL & OVERLAY $59,432
JACKSON STREET FREEMONT STREET MARTIN AVENUE MILL & OVERLAY $62,688
JOHNSON STREET BEHRENS STREET SOUTH END MILL & OVERLAY $37,809
LIBERTY STREET SOUTH END E. SPRING STREET MILL & OVERLAY $45,420
MAIN STREET JOHNSON STREET BRUELL STREET MILL & OVERLAY $55,583
OAKWOOD STREET SOUTH END BEHRENS STREET MILL & OVERLAY $39,463
PARK STREET MCHUGH ROAD BRIDGE STREET MILL & OVERLAY $125,094
SANDERS COURT E. MAIN STREET NORTH END MILL & OVERLAY $44,118
$662,199
2018 (FY19) STREET REHABILITATION LIST
TOTAL
Recommended Plan
STREET FROM TO STRATEGY COST
ALICE AVENUE CANNONBALL TRAIL FAXON ROAD MILL & OVERLAY $148,440
COTTONWOOD TRAIL JOHN STREET JOHN STREET MILL & OVERLAY $126,701
COTTONWOOD COURT COTTONWOOD TRAIL WEST END MILL & OVERLAY $9,128
OLSEN STREET MILL STREET EAST END MILL & OVERLAY $40,121
ORANGE STREET MILL STREET EAST END MILL & OVERLAY $36,087
RIDGE STREET EAST END MILL STREET MILL & OVERLAY $32,242
SPRING STREET W. SPRING STREET QUINSEY ROAD MILL & OVERLAY $268,206
$660,925TOTAL
2019 (FY20) STREET REHABILITATION LIST
Recommended Plan
STREET FROM TO STRATEGY COST
BARBERRY CIRCLE - WEST WALSH DRIVE WALSH DRIVE MILL & OVERLAY $118,609
BARBERRY CIRCLE - EAST WALSH DRIVE WALSH DRIVE MILL & OVERLAY $99,266
BEAVER STREET S. BRIDGE STREET DEER STREET MILL & OVERLAY $81,744
BURNING BUSH DRIVE WALSH DRIVE WEST END MILL & OVERLAY $43,970
COLONIAL PARKWAY S. BRIDGE STREET SCHOOLHOUSE ROAD MILL & OVERLAY $90,403
DEER STREET WOLF STREET SCHOOLHOUSE ROAD MILL & OVERLAY $100,333
DEIHL FARM ROAD JOHN STREET W. VETERANS PRKWY MILL & OVERLAY $66,882
SYCAMORE ROAD W. VETERANS PRKWY CITY LIMIT MILL & OVERLAY $88,753
$689,960TOTAL
2020 (FY21) STREET REHABILITATION LIST
Maintenance and Rehabilitation
0
20
40
60
80
100
120
0 5 10 15 20 25
RA
N
K
Time (Years)
Standard Pavement
Rank Reduction Curve
Time for Preventative
Measures ($0.15-
$1.00/SF)
Time for
Resurfacing
($3.00 -
$5.00/SF)Time for
Reconstruction ($8.00 -
$15.00/SF)
Condition vs. Time
Maintenance and Rehabilitation
•Preventative Maintenance – Extend
Serviceability of Roadways ($0.15 -
$1.00/SF)
–Crack Sealing
–Intermediate Patching Program
–Microsurfacing or Other Surface Treatments
(5-7 Years of Additional Service Life)
•Resurfacing ($3.00 - $5.00/SF)
•Reconstruction ($8.00 - $15.00+/SF)
Questions
I l l i n o i s R a i l w a y R R
B N S F R R
Rob Roy Creek
Rob Roy Creek
F o x R i v e r
Rob Roy Creek
Rob Roy Creek
R o b R oy C ree k
B la c k b e rry C re e k
Blackberry Creek
F o x R i ve r
Ro
b
R
o
y
C
r
e
e
k
B la c k b e r r y C reek
B l a ck b e r r y C r ee k
Fox River
B l a c kb e r r y C r e e k
Blackberry Creek
F o x R iv e r
Big
M o r g a n C r e e k
F o x R i ve r
Fox River
Eldamain Rd
Eldamain Rd
S Bridg
e St
E Highpoint Rd
M
i
n
k
l
e
r
R
d
Minkler Rd
Beecher Rd
Grande Trl
Grande Trl
G o r d o n R d
Gor
S u n d o w n L n
Manchester Dr
P a r k s i d e L n
Pecos Cir
Big Bend Dr
Rosenwinkel St
Rebecca Cir
S Main St
G r e e n fi e l d T u r n
N R o y a l O a k s D r
M a d e li n e D r
O l d G lory Dr
chel Dr
N Cypress Dr
F a i r h a v e n Dr
Ronhill Rd
Walsh Cir
McLellan Blvd
Nawakwa Ln
S u m a c D r
C ra n sto n C ir
Timber Cre
e
k
D
r
E
White
Rose
Dr
Hartfield
Dr
Yellowstone Ln
Ellsworth Dr
N o r w a y C i r
Cryder Way
W
h
ite Oak W ay
Heather Ln
Monarchos Ln
W
i
n
d
h
a
m
C
i
r
Kelly Ave
S q u ir e C ir
Stac
Iroqois Ln
Patron Ln
Deer St
Aspen Ln
Shadow Creek Ln
T w i n l e a f T r l
Ashley Ln
Tim ber Ridge Dr
Hideaway Ln
Danielle Ln
E Barberry Cir
R
i
c
hm
o
n
d
A
v
e
Gard i n e r Ave
Burr
St
M
u
r
f
i
e
l
d
D
r
F
o
x Gle n D r W
Jason Dr
W Lexington Cir
D
e
e
r
p
a
t
h
D
r
W
i
n
g
R
d
Prairie Ln
W o o d S age Av
e
Barrett Dr
W
R
o
yal Oaks Dr
Illini Dr
Majestic Prince Ln
T a u s Cir
Bruell St
Marketview Dr
M
a
r
k
et Place Dr
Homestead Dr
Game Farm Rd
Freemont St
Arrowhead Dr
W Kendall Dr
W Kendall Dr
D
i
e
h
l
F
a
r
m
Rd
H ay d e n D r
McHugh Rd
Center Pkwy
K en n ed y R d
K
e
n
n
e
d
y
R
d
J o h n S t
Ca
rolyn Ct
Wacker Dr
Galena Rd
Illinois Route 12
Corneils Rd
Ashley Rd
Cannonball Trl
Immanuel Rd
Va n Em m o n Rd
L e g i o n R d
Di
ckson Rd
B
ris
t
o
l
R
i
d
g
e
R
d
Cannonball Trl
Pavillion Rd
W Beecher Rd
F i e l d s Dr
Block Rd
Tuma
R
d
E Beecher Rd
W F o x S t
Faxon Rd
C
Audrey Ave
F
airfax
W
ay
Bristol Bay Dr
Windett Ridge Rd
Reservation Rd
Troon Dr
Country Hills Dr
E
m
e
r
a
l
d
L
n
Prairie Crossing Dr
Mill St
Hilltop Rd
W
in
din
g C
reek R
d
B r o o k s i d e L n
Tanglewood Trails Dr
Wals
h
Dr
Hawk Hollow Dr
H a m p t o n L n
E Van Emmon St
Riva Rid g e R d
R
iv
e
r
sid
e
D
r
Hillsi
de Dr
Foster Dr
Poplar Dr
Highview Dr
Autumn Creek
B
l
v
d
M c M urtrie Way
Thunder Gulch Rd
K
i
n
g
s
m
i
l
l
S
t
Alice Ave
Patterson Rd
Margaret Dr
P
a
r
k
w
a
y
D
r
A l d e n Ave
R
a
i
n
t
r
e
e
R
d
Crooked Creek Dr
S u t t o n St
Green Briar Rd
Whirlaway Ln
Simon Dr
Western Ln
V e n e ti a n W a y
Fairfield Ave
Maple Ln
Lillian Ln
Heustis St
E Countryside Pkwy
Quinsey Ln
Ev
er
green Ln
Commercial Dr
W Madison St
W Ridge St
E Fox St
K
e
ntshire Dr
High Ridge Ln
Coach Rd
P en man Rd
S Royal Oaks Dr
Shad o w Wood Dr
Colonial Pkwy
Pondero sa Dr
E Washington St
W Highland Dr
Julie Ln
E Highland Dr
Beaver St
Ridge St
Plymouth Ave
Teri Ln
E Veterans Pkwy
Northland Ln
Wheaton Ave
G o l de nr o d D r
E l d e n D r
Robert Ln
F
o
r
d D
r
R i v e r Bi r ch Dr
Lauren Dr
W Van Emmon St
Huntington Ln
Rose Hill Ln
Elizabeth St
River Birch Ln
Morgan S
t
Wooden Bridge Dr
West St
Manchester Ln
O a k S t
Adrian St
Coral Dr
W i n t e rb e rry D r
B
a
n
b
u
r
y
A
v
e
Burnett St
Pensacola St
Garritano St
W
h
i
t
e
O
a
k
W
a
y
W arbler Ln
Br
istol Ave
Drayto
n
C
t
King St
Juli
u
s
C
t
Appletree Ct
Savanna Ct
Fox
G
l
e
n
D
r
E
F l i n t C r e e k L n
t
Omaha Dr
H a r v e s t T rl
Cedar Ct
B
l
u
eja
y
D
r
O a k L n
Colton St
P i n e C t
Denise Ct
Gar
den Cir
Rose Hill Ct
Quantock L
n
Jennifer Ct
L i n d en A v e
S u n s et A v e
O a kla w n A v e
Burr Ct
Ho
bbs Ct
Grande TrailCt
L
y
m
a
n
L
o
o
p
Henning Ln
Amos Ave
Bristol Ridge R
d
Montclaire L
n
J o n a than Dr
W
e
s
t
o
n
A
v
e
Artesian Ln
H o n e y s uc k l e Ln
E Elm St
Riley Rd
W Veterans Pkwy
C
a
ndleberry Ln
Gawne Ln
A
m
e
r
i
c
a
n
W
a
y
K a t e D r
B e r e sford Dr
Blaine St
S
w
it
c
h
g
r
a
ss Ln
Yorkville Rd
G oldfinch Ave
Rood St
Hobbs L n
Garden St
Ferdinand Ln
C l a r e m o n t Ct
Su
mmerwind Dr
Cypress Dr
T
h
o
r
n
h
ill
C
t
E
m
ily Ct
Boomer
Ln
Columbine Dr
Aste
r
Dr
Westwind Dr
Woodlan
d Dr
Walnut St
Woodworth St
Hunt St
Jackson St
Tremont Ave
Hilsboro Ln
S P ar k D r
Len
o
x
L
n
B o n nie L n
N Park Dr
North St
C a n a r y Ave
G il d a
W
y
t
h
e
P
l
C a n y o n C t
Dalton Ave
C hally Dr
Indian C lif f s L n
Division St
South St
Timber Cree
k
Dr
ew St
Auburn
D
r
Birchwood Dr
Wolf St
C
h
ris
t
y L
n
W
a
l
n
u
t
D
r
Astor Ln
C
o
r
a
l
b
e
r
r
y
C
t
C l o v e r C t
O
v
e
r
l
o
o
k
C
t
M a p l e S t
Timber Creek Pl
Morg
a
n
C
t
Meadowview Ln
Hillcrest Ave
S a ge Ct
Cardinal Dr
Dakota Dr
A
m
a
nda Ln
W John St
Wilson Ct
Behrens St
S u n n y D e ll Ct
P
a
t
r
i
c
i
a
L
n
Walter St
W
illo
w
L
n
A n d r e a C t
E Ridge St
F o x Hill Ct
C o n s e r v a t i o n D r
Winter t h u r Grn
F a w n R i d g e C t
P
al
m
e
r
C
t
Spruce Ct
Strawberry Ln
W Dolph St
Mistwood Ct
F
a
r
m
s
t
e
a
d
D
r
Mul h e r n C t
Cole Ct
E B l a c k b e r r y L n
Naden Ct
C o l o n y C t
Tower Ln
H i c k o r y C t
Red Tail Ln
Chestnut Cir
E Kendall Dr
Liberty St
P o w e r s C t
B l u e s t e m D r
Q u i n s e y L n
Birch Ct
Norton Ln
Laurel Ct
R i v e r Rd
P helps Ct
Patriot Ct
Neola Rd
Re n a Ln
S Main St
W Fox St
Austin C
t
Church St
Haley Ct
Gloria C t
D
a
Wells St
Fir Ct
Cannonball Trl
B e r r y w o o d L n
E Main St
Walsh
D
r
Johnson St
W Somonauk St
E South St
Eldamain Rd
C a n n o n b a l l Tr l
F o x R d
W Veterans Pkwy
Mill St
S Bridge St
Jefferson St
State St
State St
Madison Ct
E Orange St
Olsen St
Illini Ct
W W a s h i n g t o n S t
W Dolph St
W Orange St
W Washington St
W Beecher St
R
e
d
h
o
r
s
e
L
n
F
o
x
G
le
n
C
ir
Fox Glen Ct
Timber Creek Dr W
Brandenburg Way
Legion Rd Arcadia Ln
E
H
i
g
h
p
o
i
n
t
R
d
W
a
l
s
h
D
r
Sunflo wer Ct
Hawthorne Ct
Walsh Ct
B u c k t h o r n e C t
W
B
a
r
b
e
r
r
y
C
i
r
H o ll e n b a c k
C t
E lls w o rt h
C t
C r y d e r C t
Grande Trl
C
o
r
n
e
r
st
one Dr
B u r n i n g B u s h Dr
Spi c e b u sh Ct
Deer St
West St
W Center St
E Center St
W S omonauk St
W Spring St
W Main St
River Rd
N Bridge St
E Spring St
E Park St
E S o monauk St
Sanders Ct
Worsley St
E Main StOakwood St
Freemont St
Martin Ave
Victoria Ave
Marie Ave
Heritage Dr
H e a rtl a n d D r
Stillwa
ter C
t
Omaha Dr
Redwood Dr
G
r
a
ce Dr
E Spring St
E Spring St
C e n t r a l D r
Acorn Ln
R iv e rsid e R d
Wheatl
a
n
d
C
t
Landmark Ave
M c H u g h R d
Tuma Rd
Carpenter St
Menard Dr
D i c k s o n C t
C
e
n
t
e
r
P
k
w
y
W C o u n tr y s i d e P k w y
B
l
a
c
k
b
e
r
r
y
C
t
W B l a c k b e r r y L n
A
n
d
e
r
s
o
n
C
t
Cornell Ln
Independen c e B l v d
John St
Hic
k
o
r
y Ln
Meadowview Ln
Canyon Trl
Canyon Trl Ct
White Plains Ln
Alan Dale Ln
Faxon Rd
F a x o n R d
C h e s h i r e C t
N
e
w
b
u
r
y
C
t
Essex Ct
D
o
v
e
r
Ct N
Dover Ct SCatalpa Tr
l
Redbud Dr
C a n n o n b all Trl
A
l
a
n
D
a
l
e
L
n
Crestwood Dr
Caledonia Dr
Caledonia Dr
Fontana Dr
Pinewood Dr
Nathan Dr
Gabriel Dr
Corneils Rd
Corneils Rd Corneils Rd Corneils Rd
H u n t e r Ln Charity Ln
Plum
St
Grove St
Cross St
Main St
R
o
y
a
l
O
a
k
s
C
t
F r e e d om Pl
Leh
man Cross
i
ng
Mill Rd
Big Rock Blvd
B
i
s
s
e
l
D
r
Ba
i
l
ey Rd
Shoeger Ct
T u s ca n y T
Margaret Ct
Sta
Savoy Ln
Lenox Cir
Providence Ln
Prescott Dr
Troon Dr
Heather Ln
W Larkspur Ln
E Larkspur Ln
S Cypress Dr
P ark Ln
Willow Ln
Basswood Ct
Storybrook Dr
Bu c h a n a n L n
Pr
airie Crossing Dr
Sir Barton Dr
Simon Ct
Iron Leige Ln
Silver Charm Ln
Gaylord Ln
Secretariat Ln
Concord Dr
Spokane Way
Spokane Way
Charismatic Ln
Millrace Ln
Juanita Ln
Westgate Ln
Thomas Ln
Gordon Rd
Silver City Ct
Cloud Croft Ct
Pecos Cir
R
o
s
e
n
w
i
n
k
e
l
S
t
K e n n e d y R d
Minkler Rd
Lakevie
w
D
r
Bell St
Chestnut Ct
S
a
r
a
v
a
n
o
s
D
r
To
m
m
y Hug h e s W a y
Biscayne Ln
Pleasant Ct
Tampa Dr
S
a
r
a
s
o
t
a
A
v
e
Timbalier St
Bertram Dr
Pierpont Ln
Harrisson St
Portage Ln
Willoughby Ct
Half Moon Dr
Camden Ln
Winchester Ln
Marquette St
Galena Rd
Galena Rd
N Bridg
N Bridge St
N
B
r
i
d
g
e
S
t
C
o
n
c
o
r
d
C
t E Lexington C
i
r
P
r
i
a
r
i
e
M
e
a
d
o
w
D
rW
i
l
d
I
n
d
i
g
o
L
n
P
r
a
i
r
i
e
R
o
s
e
L
n
C
on
e
f
l
o
w
e
r
C
t
Pr a i r i e G rass Ln
McHugh Rd
Prairie Clo
v
er D
r
E Countryside P
k
w
y
McH
u
g
h
Rd
Conover Ln
Leisure St
Pleasure Dr
Georgeanna St
Syca
m
o
r
e
R
d
John St
Sequoia Cir
C h e s t nut LnC
hestnut Ln
White Pine Ct
Stone ri d g e C tStonerid ge Cir
Cypres s L n
C o t tonwood Trl
C o t t o n w o o d C t
Willo
w
W
a
y
R i v e r R d
S t o ny C r e e k L n
S h a r o n L n
T
y
l
e
r
C
r
e
e
k
C
t
A a r o n L n (P l a t t e d )
W Veterans Pkwy
P
o
p
l
a
r
D
r
St A
n
nes Dr
Walsh
Cir
R ed Tail Ct
Beecher Rd
S i e n n a D r
Madden Ct
Cobalt Dr
M e a d o w l a r k L n
MeadowlarkCt
Greenfield T urn
S un n y D e l l
L nHazeltine W a y
St Jose p h s W a y
Waverly Cir
Blueberry
Hill
Hearthstone Ave
Hartfield Ave
Bra e m o r e Ln
Ash w o r t h L n
Fairfax W ay
C
a
u
lfi
e
l
d
P
t
Fitzhugh Turn
Wilton Ct
W Highpoint Rd
H ill v i e w C t
L a k e sid e C t
S t a g e c o a c h T r l
T i m b e r C r e e k C t
Neola Ct
Eldamain Rd
Eldamain Rd
P
a
v
i
l
l
i
o
n
R
d
W Beecher Rd
N
B
r
i
d
g
e
S
t
Beecher Rd
N Bridge St
Schoolhouse Rd
I l l i n o i s R o u t e 7 1
Illin ois R o ute 7 1
Dickson Rd
Galena Rd
C a n n o n b all Trl
Trilliu
m Ct
Meadow Rose Ln
Candleberry Ct
V
i
l
l
a
g
e
V
i
e
w
D
r
D
e
e
r
p
o
i
n
t
L
n
I
n
g
e
m
u
n
s
o
n
L
n
S t a g e c o a c h T r l
Illi n o i s R o u t e 7 1
Illinois R
o
ute 126
S
B
ri
d
g
e
S
t
L e g io n R d
G ale n a R d
Kennedy Rd
T i m b e r V i e w L n
Ashe Rd
Eldamain Rd
Shadow Creek Ct
Country View Dr
Wren Rd
Prestwick Ln
S hetla n d L n
Shetla
n
d
C
t
Gleneagles Ln
Callander Trl
Dun
bar Ct
Aberde e n C t
W hite kirk L n
E Hydraulic Ave
N Conover Ct
S Conover Ct
Schoolhouse Rd
B ator StDydyna C tBenjamin S t
Rodak St
Benjamin St
Tomasik Ct
B u h r m a s t e r Ct
Ryan Dr
Longview Dr
L
a
v
e
n
d
er
W
a
y
Sunset Ave
W Hydraulic Ave
W Hydraulic Ave
R y a n C t
Identa Rd
R o s en w i n k e l S t
Isabel Dr
Erica Ln
Blackberry Shore Ln
G ille s pie L n
Edward Ln
Edward Ln Isabel Dr
Beecher Rd
Purcell St
N Carly Cir
S Carly Cir
C
a
rl
y
D
r
Carly Ct
P
a
t
r
i
c
k Ct
C
o
d
y
C
t
Division St
Swans o n L n
Prairie Pointe Dr
Fountainview
Dr
HISTORY OF ROADWAY MAINTENANCE
DATE:
PROJECT NO.:
FILE:
BY:
APRIL 2015
YO1444
YO1444 CURRENT AND FUTURE WORK.MXD
CJO
PAVEMENT MANAGEMENT
SYSTEM
UNITED CITY OF YORKVILLE, ILLINOIS
Engineering Enterprises, Inc.
52 Wheeler Road
Sugar Grove, Illinois 60554
(630) 466-6700
www.eeiweb.com
PATH:H:\GIS\PUBLIC\YORKVILLE\2014\YO1444
United City of Yorkville
800 Game Farm Road
Yorkville, IL 60560
NORTH
°
Legend
YEAR OF IMPROVEMENT
2013-2014
2015
2016
2017
2018
2019
2020
STREETFROM TOLENGTHWIDTH SURFACE
CONDITION
DEFLECTION
CONDITION
DYNAMIC
CONDITION
PAVEMENT
RANK
ABERDEEN CTWHITEKIRK LNNORTH END32826841008087
ADAMS STW RIDGE STW MADISON ST26226771008385
ADAMS STW MADISON STW VAN EMMON ST23924861008788
ADAMS STW VAN EMMON STW HYDRAULIC AVE23624831007284
ADRIAN STBLAINE STW DOLPH ST55128581006594
ADRIAN STW DOLPH STW WASHINGTON ST6592049914894
ALAN DALE LNRED TAIL CTDS@660N REDBUD DR22112679867776
ALAN DALE LNDS@660N REDBUD DRMCMURTRIE WAY19652569897475
ALDEN AVEOLD GLORY DRMCLELLAN BLVD207723781008184
ALICE AVECANNONBALL TRLFAXON RD23373377857876
ALLEGIANCE CROSSINGMILL RDSEELEY ST38024751008786
AMERICAN WAYGRANDE TRLSOUTH END9952965949584
AMOS AVEALDEN AVEOLD GLORY DR32124851007184
ANDERSON CTW KENDALL DRNORTH END22024601008279
ANDREA CTOVERLOOK CTNORTH END5312479908484
APPLETREE CTN BRIDGE STWEST END3872680735764
ARROWHEAD DRHEARTLAND DRHOMESTEAD DR13842893928481
ASHLEY RDSCHOOLHOUSE RDCITY LIMIT25542677858478
ASHWORTH LNRICHMOND AVEFAIRFIELD AVE8992692898197
ASPEN LNJOHN STJOHN ST177924791008787
ASTER DRWALSH CIRWALSH CIR88027831008387
AUBURN DRE SPRING STOMAHA DR63326941009292
AUTUMN CREEK BLVDVETERANS PKWYLAVENDER WAY3903680888785
AUTUMN CREEK BLVDLAVENDER WAYDS@660N CRIMSON LN20642671949292
AUTUMN CREEK BLVDDS@660N CRIMSON LNKENNEDY RD17762689918491
BADGER STWOLF STBEAVER ST66028831009289
BADGER STWOLF STBEAVER ST27224801009889
BAILEY RDMILL RDKENNEDY RD129224671008582
BALTRUSOL CTKINGSMILL STWEST END1742689908887
BANBURY AVEKINGSMILL STHAZENLTINE WAY11622792919389
BARBERRY CIR EWALSH DRWALSH DR15962677856976
BARBERRY CIR WWALSH DRWALSH DR19072677796567
BASELINE RDN BRIDGE STCITY LIMIT148124591008881
BASELINE RDCITY LIMITDS@3300W CITY LIMIT330024601008476
BASELINE RDDS@3300W CITY LIMITCITY LIMIT245224631009181
BEAVER STS BRIDGE STDEER ST14602872857967
BEECHER RDCITY LIMITCORNEILS RD151317811009788
BEECHER RDCORNEILS RDCITY LIMIT170716691006694
BEECHER RDJOHN STVETERANS PKWY8546183949889
BEECHER RD NVETERANS PKWYGILLESPIE LN1730569010010092
BEECHER ST WSTATE STS MAIN ST32120641009183
BEHRENS STJOHNSON STOAKWOOD ST53828631006973
BELL STE FOX STNORTH END2002853979580
BERESFORD DRBIG ROCK BLVDBAILEY RD59425751007984
BERRYWOOD LNMATLOCK DRCITY LIMIT258926761008384
BERTRAM DRWEST ENDBRISTOL BAY DR35222693938987
BIG ROCK BLVDMILL RDBERESFORD DR28225711008784
BIRCHWOOD DRDS@660 BLUEJAY DRBLUEJAY DR66028921009091
BIRCHWOOD DRE SPRING STDS@318N E SPRING ST31826921009492
BIRCHWOOD DRDS@318N E SPRING STE SPRING ST64026921008289
BISCAYNE LNPENSACOLA STSOUTH END13124871009089
BISSEL DRBAILEY RDBERESFORD DR6602480867280
BISSEL DRBAILEY RDBERESFORD DR2692479887581
BLACKBERRY CTW BLACKBERRY LNSOUTH END25922791007684
BLACKBERRY LN EEAST ENDW BLACKBERRY LN44926731008785
BLACKBERRY LN WCENTER PKWYWEST END84026761007382
BLACKBERRY SHORE LNWEST ENDNORTHLAND LN30212692857783
BLACKBERRY SHORE LNNORTHLAND LNCANNONBALL TRL84426911009992
BLACKHAWK BLVDE MILL BROOK CIRGALENA RD3482669939184
BLAINE STSTATE STWEST END102029591006694
BLUEBERRY HILLHAWK HOLLOW DRGOLDFINCH AVE45626901008997
BLUEBIRD LNHAMPTON LNPRAIRIE CROSSING DR7642792837885
BLUEJAY DRTAUS CIRBIRCHWOOD DR3082694897385
BLUESTEM DRHAYDEN DRMCHUGH RD17262692858285
BOOMER LNCANNONBALL TRLSOUTH END8692075938379
BRADY STCROOKER DRSHOEGER DR64624741008685
BRAEMORE LNRICHMOND AVEFAIRFIELD AVE71826941008297
BRISTOL AVEE SOMONAUK STNORTH END145716531007394
BRISTOL BAY DRCITY LIMITWEST END41012893969492
BRISTOL RIDGE RDE VETERANS PKWYDS@660N OAKLAWN AVE87342731009787
BRISTOL RIDGE RDDS@660N OAKLAWN AVEDS@660N LINDEN AVE113640741009988
BRISTOL RIDGE RDDS@660N LINDEN AVEBRIDGE NEAR CITY LIMIT261933741009787
BRUELL STE SPRING STE MAIN ST79828551008980
BRUELL STE MAIN STWOODDALE DR59728641008783
BUCKTHORN CTWALSH DRWEST END34126731007581
BUDD RDCITY LIMITSTAGECOACH TRAIL7422485888485
BURNETT STBRISTOL BAY DRMARQUETTE ST115224921008288
BURNING BUSH DRWALSH DRWEST END7182677776369
BURR CTBURR STEAST END1642483978988
BURR STLYMAN LOOPGRANDE TRL133324761008484
CALEDONIA DRCORNEILS RDRYAN CT29824831008097
CALEDONIA DRWHEATON AVELAUREN DR100325881009697
CALLANDER TRLWHITEKIRK LNWHITEKIRK LN104026881008188
CANARY AVEHAMPTON LNBLUEBIRD LN6722691939089
CANDLEBERRY CTCANDLEBERRY LNWEST END30526641008897
CANDLEBERRY LNSTAGECOUCH TRAILNORTH END104928541007494
CANNONBALL TRLN BRIDGE STAMANDA LN9082691829491
CANNONBALL TRLAMANDA LNBLACKBERRY SHORE LN42702458688891
CANNONBALL TRLBLACKBERRY SHORE LNW VETERANS PKWY2121378710010092
CANNONBALL TRLW VETERANS PKWYJOHN ST6865075816492
CANNONBALL TRLJOHN STSOUTH END22832871877288
CANYON TRAIL CTHIGH RIDGE LNWEST END41026871009992
CANYON TRLWESTERN LNHIGH RIDGE LN145826891009091
CARLY CIR NS CARLY CIRCANNONBALL TRL11852685897794
CARLY CIR SCANNONBALL TRLN CARLY CIR5742688978197
CARLY CTCARLY DRWEST END5182480877092
CARLY DRCANNONBALL TRLSOUTH END6072487887394
CAROLYN CTRENA LNEAST END3252685948988
CARPENTER STN BRIDGE STMARKETVIEW DR3843282947684
CATALPA TRLHONEYSUCKLE LNREDBUD DR66924771008486
CAULFIELD PTKENTSHIRE DRSOUTH END1902679909091
CENTER PKWYHILLCREST AVEW VETERANS PKWY2162674807073
CENTER PKWYW VETERANS PKWYW COUNTRYSIDE PKWY12636067929181
CENTER PKWYW COUNTRYSIDE PKWYW KENDALL DR21462672765759
CENTER ST ELIBERTY STCOLTON ST5412691918988
CENTER ST ECOLTON STW CENTER ST3902483979588
CENTER ST WWEST ENDWEST ST70824751009086
CENTER ST WWEST STE CENTER ST11642685959088
CHESHIRE CTFAIRHAVEN DRSOUTH END2532478989388
CHESTNUT CIRCHESTNUT CIRNORTH END16420731008284
CHESTNUT CIRCHESTNUT LNCHESTNUT LN68222881008789
CHESTNUT CTCHESTNUT LNSOUTH END14126741008284
CHESTNUT LNJOHN STJOHN ST224324831008286
CHURCH STW SOMONAUK STW SPRING ST19524661007980
CHURCH STW SPRING STW RIVER ST114825551006962
CLAREMONT CTWINDETT RIDGE RDWEST END9412692939697
CLEARWATER DRE SPRING STOMAHA DR15972894938286
CLOVER CTWEST ENDGREENFIELD TURN6532692867882
COACH RDHARTFIELD AVEWINDETT RIDGE RD156828841007094
COBALT DREMERALD LNNORTH END2132481949692
CODY CTCANNONBALL TRLSOUTH END30524881008597
COLONIAL PKWYS BRIDGE STSCHOOLHOUSE RD15073074857375
COLTON STE MAIN STE SOMONAUK ST10822481897982
COLUMBINE CTWALSH CIRNORTH END32126751006879
COLUMBINE DRWALSH DRCOLUMBINE CT88327781009087
COMMERCIAL DRWHEATON AVEEAST END16322773919084
CONEFLOWER CTHAYDEN DRNORTH END6072692878688
CONOVER CT NNORTH ENDS CONOVER CT30826531006062
CONOVER CT SN CONOVER CTSOUTH END32824481005756
CORAL DRAUTUMN CREEK BLVDNORTH END13852680877191
CORALBERRY CTBURNING BUSH DRWEST END64326781008887
CORNEILS RDELDAMAIN RDBEECHER RD2249206810062100
CORNEILS RDBEECHER RDN BRIDGE ST681619681008097
CORNEILS RDN BRIDGE STCITY LIMIT218522611008679
CORNERSTONE DRWESTWIND DRGREEN BRIAR RD92428711005888
COTTONWOOD CTCOTTONWOOD TRLWEST END19424751008084
COTTONWOOD TRLJOHN STJOHN ST22512480877073
COUNTRY HILLS DRTREMONT AVEPRAIRIE CROSSING DR87228801006792
COUNTRY HILLS DRPRAIRIE CROSSING DRSRAGECOACH TRAIL297528921009492
COUNTRYSIDE PKWY EE VETERANS PKWYDS@834W MCHUGH RD26906189979289
COUNTRYSIDE PKWY EDS@834W MCHUGH RDW COUNTRYSIDE PKWY196557881009089
COUNTRYSIDE PKWY WW KENDALL DRCENTER PKWY62026551004456
COUNTRYSIDE PKWY WCENTER PKWYE COUNTRYSIDE PKWY155152781009387
CRANSTON CIRGRANDE TRLGRANDE TRL246425741007980
CRESTWOOD DRLAUREN DRWEST END13424881008497
CRIMSON LNSOUTH ENDEMERALD LN23822680938992
CRIMSON LNE COUNTRYSIDE PKWYNORTH END9943287888987
CROOKED CREEK DRSOUTH ENDCITY LIMIT86326561006892
CROOKER DRTUSCANY TRLWEST END37424711008183
CRYDER CTCRYDER WAYEAST END23024711009387
CRYDER WAYMCLELLAN BLVDMCLELLAN BLVD199225701008283
CYPRESS LNDIEHL FARM RDWEST END3672480867782
DAKOTA DRTUMA RDHEARTLAND DR5253092989692
DALTON AVELANDMARK AVEFREEMONT ST6562684898686
DEER STWOLF STSCHOOLHOUSE RD17922879847169
DEERPATH DRE SPRING STCLEARWATER DR11032694887586
DEERPOINT LNHAMPTON LNPRAIRIE CROSSING DR8892794888789
DENISE CTALAN DALE LNWEST END3382485929388
DICKSON CTNORTH ENDSOUTH END68525711006375
DIEHL FARM RDJOHN STW VETERANS PKWY9812971846764
DOLPH ST WEAST ENDMORGAN ST45626661008783
DOLPH ST WS MAIN STADRIAN ST65224681007278
DOVER CT NNORTH ENDFAIRHAVEN DR38024751009387
DOVER CT SFAIRHAVEN DRSOUTH END20024731008685
DRAYTON CTWINDETT RIDGE RDWEST END3972692959197
DUNBAR CTWHITEKIRK LNNORTH END32128861008788
ELDEN DRWINTERBERRY DRMCMURTRIE WAY13682580898079
ELIZABETH STWEST ENDS MAIN ST126722721006978
ELLSWORTH CTEAST ENDELLSWORTH DR14424761008887
ELLSWORTH DRGRANDE TRLGRANDE TRL212625711007778
ELM STMCHUGH RDFREEMONT ST107724611007073
EMERALD LNKENNEDY RDSOUTH END36192686877989
ESSEX CTFAIRHAVEN DRNORTH END2302277917581
EVERGREEN LNJOHN STWILLOW WAY168424811006880
FAIRFAX WAYS BRIDGE ST DS@338E WINDETT RIDGE RD 342326741009594
FAIRFAX WAY DS@338E WINDETT RIDGE RD RICHMOND AVE123826731007788
FAIRFIELD AVECOACH RDEAST END21622889898194
FAIRHAVEN DRBOOMER LNNEWBURY CT4302679898383
FAIRHAVEN DRNEWBURY CTCANNONBALL TRL22772678939086
FARMSTEAD DRMCHUGH RDHEARTLAND DR40030901009892
FAWN RIDGE CTCOUNTRY HILLS DREAST END4992692959291
FAXON RDCITY LIMITEDAMAIN RD232117811007782
FAXON RDCITY LIMITDS@1320E CITY LIMIT132017671007579
FAXON RDDS@1320E CITY LIMITALICE AVE72526781009689
FAXON RDALICE AVEDS@660E ALICE AVE66028721008284
FAXON RDDS@660E ALICE AVECITY LIMIT316728781008887
FIR CTNORWAY CIRNORTH END23926681007680
FITZHUGH TURNWINDETT RIDGE RDSOUTH END2302675888097
FLINT CREEK LNPOPLAR DRREDHORSE LN33826841008187
FONTANA DRWHEATON AVELONGVIEW DR4662682949497
FOX ST EEAST ENDMILL ST5742682877179
FOX ST EMILL STBELL ST7712153856091
FOX ST EBELL STS BRIDGE ST1642667959897
FOX ST WS BRIDGE STS MAIN ST39026841009489
FOX ST WS MAIN STWHITE OAK WAY162128911009691
FOX ST WMORGAN ST DS@2640W WHITE OAK WAY 331228921009592
FOX ST W DS@2640W WHITE OAK WAY POPLAR DR48928771008786
FREEDOM PLKENNEDY RDGRANDE TRL73826751009889
FREEMONT STSOUTH ENDELM ST149327641007976
FREEMONT STELM STJACKSON ST39026491006159
FREEMONT STJACKSON STWALNUT ST38424571007069
FREEMONT STWALNUT STLANDMARK AVE64328811008988
GAME FARM RDVETERANS PKWYCITY LIMIT69526521009394
GAME FARM RDCITY LIMITW SOMONAUK ST217424571008094
GARDEN CIRGARDEN STGARDEN ST156326831008787
GARDEN STS BRIDGE STGARDEN CIR93831841009089
GARDINER AVEBERTRAM DRBERTRAM DR133524941009192
GILLESPIE LNEAST ENDBEECHER RD590288910010092
GLENEAGLES LNWHITEKIRK LNSHETLAND CT39028891008889
GOLDENROD DRMCMURTRIE WAYELDEN DR137224841008588
GOLDFINCH AVEWREN RDHAWK HOLLOW DR9412878919097
GRACE DRE SPRING STOMAHA DR13682696968891
GRANDE TRAIL CTGRANDE TRLEAST END2432475908884
GRANDE TRLSUNSET AVEMATLOCK DR84862674878379
GREEN BRIAR RDWALSH DRS BRIDGE ST21074073939183
GREENFIELD TURNCOUNTRY HILLS DRCLOVER CT31972692878181
HALEY CTHOMESTEAD DRWEST END23624871008789
HALF MOON DRBRISTOL BAY DRWINCHESTER LN4792488969389
HAMPTON LNCOUNTRY HILLS DRPRAIRIE CROSSING DR27422691939389
HARRISON STGARDINER AVEBERTRAM DR7182695766379
HARTFIELD AVEPARKSIDE LNMANCHESTER LN92928861007497
HARVEST TRLCOUNTRY HILLS DREAST END3282891919189
HAWK HOLLOW DRPRAIRIE CROSSING DRGOLDFINCH AVE27702792867392
HAWTHORNE CTWALSH DRWEST END2722679817278
HAYDEN DRMCHUGH RDBLUESTEM DR31662693949691
HAZELTINE WAYKINGSMILL STRAINTREE RD12862890939489
HEARTHSTONE AVEFAIRFAX WAYPARKSIDE LN129328811008997
HEARTLAND DRHOMESTEAD DRARROWHEAD DR35182793908583
HENNING LNALDEN AVECRYDER WAY79024761008586
HERITAGE DRHEARTLAND DRMCHUGH RD1902889929389
HEUSTIS STE ORANGE STE FOX ST7221641895397
HEUSTIS STE FOX STE HYDRAULIC AVE11812985898586
HIGH RIDGE LNFAXON RDWESTERN LN13612685909187
HIGH RIDGE LNWESTERN LNBLACKBERRY SHORE LN4002687878386
HIGHPOINT RD WCITY LIMITCITY LIMIT59612586796669
HILLCREST AVEPRAIRIE LNSUNSET AVE129623501007267
HOBBS CTHOBBS LNSOUTH END17124711008384
HOBBS LNGRANDE TRLCRANSTON CIR93424761008385
HOLLENBACK CTGRANDE TRLEAST END16724801008286
HOMESTEAD DRARROWHEAD DRHEARTLAND DR26542793918583
HONEYSUCKLE LNALAN DALE LNSUMAC DR10692479857680
HYDRAULIC AVE EMILL STW HYDRAULIC AVE8432684837681
HYDRAULIC AVE WE HYDRAULIC AVEMORGAN ST130526801009488
HYDRAULIC AVE WMORGAN STWEST END65324381009673
IDENTA RDSTAGECOACH TRAILCITY LIMIT112629831009789
ILLINI CTILLINI DRSOUTH END23924661007779
ILLINI DRWALTER STMILL ST73828811008186
INDEPENDENCE BLVDCANNONBALL TRLNORTH END119124741007380
INDEPENDENCE CTWEST ENDCANNONBALL TRL23624691008182
INGEMUNSON LNPRAIRIE CROSSING DRHAMPTON LN8902895888989
IROQOIS LNWESTERN LNHIGH RIDGE LN18872591909088
JACKSON STBRISTOL AVEFREEMONT ST76816581004791
JACKSON STFREEMONT STMARTIN AVE113624571006969
JEFFERSON STW RIDGE STW MADISON ST23624541006992
JOHN STINDEPENDENCE BLVDCORNELL LN136524721008082
JOHN STSOUTH ENDCHESTNUT LN315926801008385
JOHN STCOTTONWOOD TRLEAST END132228821008487
JOHNSON STBEHRENS STSOUTH END45336591007575
KATE DRCLEARWATER DROMAHA DR100426891008689
KELLY AVEPOPLAR DREAST END19432887857079
KELLY CTKELLY AVESOUTH END17726741008484
KENDALL DR EW COUNTRYSIDE PKWYCENTER PKWY241326481008669
KENDALL DR WCENTER PKWYCENTER PKWY451526461008064
KENNEDY RDCITY LIMITDS@1320E EMERALD LN19042471725997
KENNEDY RDDS@1320E EMERALD LN DS@800E BRISTOL RIDGE RD 23662473766764
KENNEDY RD DS@800E BRISTOL RIDGE RD FREEDOM PL30722462534539
KENNEDY RDFREEDOM PLGALENA RD35752459707053
KENNEDY RDN BRIDGE ST S@660E PRAIRIE MEADOWS 40473776847878
KENNEDY RD S@660E PRAIRIE MEADOWS CITY LIMIT17812578827797
KENTSHIRE DRWINDETT RIDGE RDWILTON CT9982683939597
KENTSHIRE DRCAULFIELD PTFAIRFAX WAY5712680817691
KING STW RIVER STW MAIN ST37422591009080
KING STW MAIN STW SOMONAUK ST91527631008882
KINGSMILL CTKINGSMILL STNORTH END2392693909089
KINGSMILL STRAINTREE RDBALTRUSOL CT13592893949491
KINGSMILL STBANBURY AVEHAZELTINE WAY103928941009491
LANDMARK AVEN BRIDGE STMARKETPLACE DR15853085979589
LAUREN DRNORTH ENDCALEDONIA DR16124911009191
LAUREN DRCRESTWOOD DRSHADOW WOOD DR43026921009091
LAUREN DRCALEDONIA DRCRESTWOOD DR71826941008797
LAVENDER WAYAUTUMN CREEK BLVDORCHID ST17202672897689
LEHMAN CROSSINGNORTH ENDBERRYWOOD LN28224841008187
LEISURE STPRAIRIE LNSUNSET AVE66024581008394
LEISURE STPRAIRIE LNSUNSET AVE52524481006494
LIBERTY STSOUTH ENDE SPRING ST10792683877476
LIBERTY STE SPRING STE PARK ST7252582817178
LONGVIEW DRCALEDONIA DRSHADOW WOOD DR8202687847791
LYMAN LOOPMCLELLAN BLVDMCLELLAN BLVD196323801008084
MADDEN CTEMERALD LNNORTH END2662483887991
MADISON CTW MADISON STWEST END18420651006873
MADISON ST WWEST ENDMORGAN ST40622521007064
MADISON ST WMORGAN STS MAIN ST92525761009087
MADISON ST WS MAIN STJEFFERSON ST25326691008197
MAIN ST EJOHNSON STBRUELL ST96430681008081
MAIN ST EBRUELL STGAWNE LN76430771008084
MAIN ST EMCHUGH RDDS@660W SANDERS CT102129821007985
MAIN ST EDS@660W SANDERS CTW MAIN ST124329861008285
MAIN ST SS BRIDGE STW RIDGE ST233624601008376
MAIN ST SW RIDGE STW VAN EMMON ST50625531008697
MAIN ST SW VAN EMMON STW HYDRAULIC AVE33118621007575
MAIN ST WE MAIN STKING ST77726771008485
MAIN ST WKING STWEST END30522741008584
MANCHESTER LNFAIRFIELD AVEHEARTHSTONE AVE122727861007394
MARKETPLACE DRMCHUGH RDE VETERANS PKWY12993084979789
MARKETVIEW DRKENNEDY RDE COUNTRYSIDE PKWY24313286989189
MARQUETTE STBERTRAM DRBURNETT ST11092492969188
MARTIN AVECITY LIMITJACKSON ST29524831008587
MATLOCK DRBERRYWOOD LNGRANDE TRL46226811007985
MCHUGH RDCITY LIMITE SOMONAUK ST121730891009591
MCHUGH RDE SOMONAUK STE SPRING ST39030741009494
MCHUGH RDE SPRING STE MAIN ST83730441005994
MCHUGH RDKENNEDY RDE COUNTRYSIDE PKWY297332911009992
MCHUGH RDE COUNTRYSIDE PKWYFARMSTEAD DR212736841009991
MCHUGH RDFARMSTEAD DRCITY LIMIT79329711007878
MCLELLAN BLVDGRANDE TRLLYMAN LOOP35982574888580
MCMURTRIE CTALAN DALE LNWEST END2592673887378
MCMURTRIE WAYALAN DALE LNFAXON RD23502585908383
MEADOW ROSE LNCANDLEBERRY LNEAST END2982856908197
MEADOWLARK CTMEADOWLARK LNWEST END12850861007179
MEADOWLARK LNGREENFIELD TURNGREENFIELD TURN127326921008788
MEADOWVIEW LNYELLOWSTONE LNRED TAIL LN88926811008287
MENARD DRMARKETVIEW DRN BRIDGE ST4132683978787
MILL BROOK CIR EPRESTON DRWEST END276825751008081
MILL RDKENNEDY RDALLEGIANCE CROSSING49602062528456
MILL STSCHOOLHOUSE RDE FOX ST219424551007964
MILL STE FOX STE VAN EMMON ST85624831009589
MILL STE VAN EMMON STE HYDRAULIC AVE35824831009689
MISTWOOD CTHEARTLAND DRWEST END4662891857984
MONTROSE CTWREN RDEAST END32528821008487
MORGAN STW HYDRAULIC AVEW FOX ST128626771008384
MORGAN STW FOX STW DOLPH ST10471652967194
MORGAN STW DOLPH STBLAINE ST426307010089100
MULHERN CTE KENDALL DREAST END43622701005267
NADEN CTCENTER PKWYEAST END43024681009084
NEWBURY CTFAIRHAVEN DRNORTH END23024721008083
NORTHLAND LNBLACKBERRY SHORE LNYELLOWSTONE LN19632688898584
NORTON LNMEADOWVIEW LNCANNONBALL TRL2762483928987
NORWAY CIRWHITE OAK WAYWHITE OAK WAY206826771007984
NORWAY CTNORWAY CIRSOUTH END33126941007988
OAK STCANNONBALL TRLWEST END2001683909187
OAKWOOD STSOUTH ENDBEHRENS ST65027601008179
OLD GLORY CTOLD GLORY DRNORTH END1742474857779
OLD GLORY DRCRYDER WAYDS@660S CRYDER WAY66024721007882
OLD GLORY DRDS@660S CRYDER WAYSUNSET AVE227425701008181
OLSEN STMILL STEAST END5182875746164
OMAHA DRCLEARWATER DRHOMESTEAD DR5182693979492
OMAHA DRCLEARWATER DRE SPRING ST19382895979392
ORANGE ST EW ORANGE STMILL ST11152781837479
ORANGE ST EMILL STEAST END5642871867275
ORANGE ST WADRIAN STSTATE ST29822701005592
ORANGE ST WSTATE STS MAIN ST33522511006492
ORANGE ST WS MAIN STE ORANGE ST30528751009287
ORCHID STEMERALD LNCRIMSON LN21042677898191
OVERLOOK CTCANNONBALL TRLSOUTH END61426821008387
PALMER CTW COUNTRYSIDE PKWYNORTH END49226841009089
PARK ST EMCHUGH RDLIBERTY ST145726591006769
PARK ST ELIBERTY STN BRIDGE ST91818701006573
PARKSIDE LNDEERPOINT LNWARBLER LN34822894969591
PARKSIDE LNWARBLER LNCOACH RD4722871827894
PATRICK CTCANNONBALL TRLWEST END26924801008697
PATRIOT CTGRANDE TRLSOUTH END31224841008187
PAVILLION RDFOX RDSOUTH CITY LIMIT25702665976767
PAVILLION RDNORTH CITY LIMITIL RT 7166026771009387
PAVILLION RDNORTH CITY LIMITIL RT 71361267110010088
PENMAN RDSOUTH ENDSCHOOLHOUSE RD15033086869187
PENSACOLA STTAMPA DRSARASOTA AVE10892592817783
PHELPS CTWEST ENDFAIRFAX WAY3122678959097
PIERPONT LNROSENWINKEL STGARDINER AVE4662696959091
PINEWOOD DRSHADOW WOOD DRCALEDONIA DR8992683848297
PLEASANT CTPENSACOLA STSOUTH END2722488868787
PLYMOUTH AVEROSENWINKEL STBRISTOL BAY DR14632493929289
POPLAR DRWEST FOX STWINDHAM CIR37042786918585
POWERS CTW KENDALL DRNORTH END33526441006962
PRAIRE GRASS LNAUTUMN CREEK BLVDHAYDEN DR13292688837784
PRAIRIE CLOVER DRHAYDEN DREAST END1612688909088
PRAIRIE CROSSING DRCOUNTRY HILLS DREAST END34523293949391
PRAIRIE LNHILLCREST AVELEISURE ST33124771007683
PRAIRIE MEADOWS DRKENNEDY RDBLUESTEM DR2362683919187
PRAIRIE ROSE LNBLUESTEM DRHAYDEN DR10802692868387
PRESTON DRTUSCANY LNE MILL BROOK CIR25926741008484
PRESTON DRTUSCANY TAILEAST END90525651007675
PRESTWICK LNPENMAN RDWHITEKIRK LN6362880909087
PURCELL STCANNONBALL TRLN CARLY CIR51526871008997
RAINTREE RDSTAGECOACH TRAILPARKSIDE LN20932894969892
RED TAIL CTEAST ENDALAN DALE LN25924811009188
RED TAIL LNRED TAIL CTMEADOWVIEW LN38426811008487
REDBUD DRALAN DALE LNSUMAC DR12182488898284
REDHORSE LNKELLY AVESOUTH END96827931008589
REDWOOD DRTAUS CIROMAHA DR5582891918688
RENA LNELDAMAIN RDNORTH END5412688928688
RICHMOND AVEFAIRFIELD AVECOUNTRY HILLS DR151527871008497
RIDGE STMAIN STCITY LIMIT203169410010092
RIDGE ST EEAST ENDMILL ST51222471008371
RIDGE ST WJEFFERSON STS MAIN ST23928551008276
RIDGE ST WS MAIN STSTATE ST279164410082100
RIDGE ST WSTATE STEAST END107220541007394
RIVER BIRCH DREAST ENDWEST END14132680897180
RIVER BIRCH LNRIVER BIRCH DRWHITE OAK WAY3742673998986
RIVER ST WCITY LIMITKING ST14826701009194
RIVER ST WKING STS BRIDGE ST76124521006594
ROOD STALDEN AVEHENNING LN66024881007787
ROOD STALDEN AVEHENNING LN27624891008589
ROSENWINKEL STGALENA RDNORTH END37112892888485
ROSENWINKEL STN BRIDGE STEAST END193326931009191
RYAN CTSOUTH ENDCALEDONIA DR2072475898797
RYAN DRCALEDONIA DRCALEDONIA DR12962585898597
SAGE CTCRIMSON LNWEST END6202693939192
SANDERS CTE MAIN STNORTH END58128691004662
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WYTHE PLWINDETT RIDGE RDSOUTH END6992889949397
YELLOWSTONE LNNORTHLAND LNMEADOWVIEW LN13262681857882
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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
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #10
Tracking Number
PW 2015-73
Route 34 – West Section Medians
Public Works Committee – November 17, 2015
Bart Olson Administration
Name Department
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
NB #11
Tracking Number
PW 2015-74
Mowing and Maintenance of Public Parkways
Public Works Committee – November 17, 2015
Discussion.
Bart Olson Administration
Name Department
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Agenda Item Summary Memo
Title:
Meeting and Date:
Synopsis:
Council Action Previously Taken:
Date of Action: Action Taken:
Item Number:
Type of Vote Required:
Council Action Requested:
Submitted by:
Agenda Item Notes:
Reviewed By:
Legal
Finance
Engineer
City Administrator
Human Resources
Community Development
Police
Public Works
Parks and Recreation
Agenda Item Number
OB #1
Tracking Number
PW 2015-45
E-Waste Recycling
Public Works Committee – November 17, 2015
Bart Olson Administration
Name Department
Summary
Review of City’s e-waste recycling program.
Background
As discussed previously, the City’s e-waste recycling program at 610 Tower Lane has ended. A
few weeks ago, the Mayor and I met with members of the Yorkville Congregational Church’s Green
Committee. They presented some ideas and options for the City for its amended e-waste recycling
program. Members of the committee are expected to attend the Public Works Committee meeting to
listen to the discussion and provide feedback.
Public Works Director Dhuse and I have been discussing the implementation of a semi-annual
collection program. In this model, the City would contract with a hauler to set up and execute a pickup
event every other month or so during the Spring, Summer, and Fall seasons. We would expect this type
of a program to reduce the amount of abuse from commercial haulers and overnight fly-dumping.
Director Dhuse has been in touch with a couple haulers to get quotes. At time of packet creation, no
quotes had been provided. If they are available before the Public Works Committee meeting, they will
be presented at the meeting.
Recommendation
This is an informational item.
Memorandum
To: City Council
From: Bart Olson, City Administrator
CC:
Date: August 13, 2015
Subject: E-waste reycling
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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
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Agenda Item Number
OB #2
Tracking Number
PW 2015-55
Route 47 – Pedestrian Crossings
Public Works Committee – November 17, 2015
None
Update will be given at meeting.
Brad Sanderson Engineering
Name Department
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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:
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Submitted by:
Agenda Item Notes:
Reviewed By:
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Agenda Item Number
OB #3
Tracking Number
PW 2015-57
Traffic Calming Devices
Public Works Committee – November 17, 2015
None
Status Update
Brad Sanderson Engineering
Name Department
As requested, we investigated the existing pedestrian and vehicular traffic patterns at the Bristol Bay
Elementary School. This review stands to supplement observations conducted on October 18th, 2013 and
April 9th, 2014 at the request of the city.
Existing Conditions and Observations:
On Tuesday October 6th, 2015 and Tuesday October 13th, 2015, EEI personnel completed field
investigations of the existing conditions and traffic patterns along Bristol Bay Drive near Bristol Bay
Elementary School, supplementing our previous observations on October 18th, 2013 and April 9th, 2014.
An aerial view of the school and the intersection is below.
Memorandum
To: Bart Olson, City Administrator
From: Brad Sanderson, EEI
Colleen C. Jaltuch, EEI
CC: Tim Weidner, EEI
Eric Dhuse, Director of Public Works
Krysti Barksdale-Noble, Community Dev. Director
Lisa Pickering, Deputy City Clerk
Date: November 4th, 2015
Signage
On eastbound Bristol Bay Drive, a school crossing sign is provided approximately 300’ in advance of the
crosswalk at Bertram Drive, and a school speed limit sign is provided in advance of the intersection. On
westbound Bristol Bay Drive, a school zone sign is provided approximately 400’ in advance of the
crosswalk at Bertram Drive. Bertram Drive is controlled by a stop sign and Bristol Bay Drive is
uncontrolled.
A view of the crossing for eastbound students on Bristol Bay Drive is below.
Traffic and Pedestrian Patterns
Vehicular and pedestrian traffic was counted from 8:00am to 9:00 am and from 3:00 pm to 4:00 pm for
the intersection of Bristol Bay Drive and Bertram Drive. A vast majority of the traffic (approaching
100%) is generated by the School during the both peaks. Parents enter and exit the school at the east most
driveway approximately 600’ east of the Bertram Drive intersection. A minute by minute summary of the
traffic and pedestrian volumes observed is attached. During each of the hours counted a peak 30 minute
period was identified. The table below shows the AM and PM ½ hour peak observed.
Time Period October 2015 April 2014
Opposing Traffic Pedestrians Opposing Traffic Pedestrians
8:09-8:38 AM 244 36 262 20
3:14-3:43 PM 150 108 161 71
Of the pedestrians observed in the AM (in 2015) 28 were elementary school aged, during the PM (in
2015) 85 were of elementary school age. The remaining pedestrians were adults walking to or from the
school to pick up children. Drivers stopped for pedestrians in the cross walk on all occasions observed,
and no pedestrian ever had to wait for more than 1-minute to safely cross the street either with an
adequate gap or a gap created by stopped vehicles.
Analysis and Review of Conditions
An appropriate gap for a pedestrian based on the Traffic Control Devices Handbook would be between
13.3 seconds (Minimum) and 21 seconds (High) depending on the assumptions used. The observed traffic
patterns provide an adequate gaps based on the “minimum” gap, however would not meet based on the
“high” gap assumption, based upon methodology in the Traffic Control Devices Handbook.
This is however mitigated by the fact that drivers stopped for pedestrians in the cross walk on all
occasions observed; and no pedestrian ever had to wait longer than 1-minute (which is the threshold given
in the Manual on Uniform Traffic Control Devices (MUTCD) for consideration of the installation of a
traffic signal).
Conclusions and Recommendation
Based upon our observations no additional signage or other remediation is necessary from a traffic
engineering standpoint at this time. As the vehicles are almost all associated with the school, drivers
stopped to provide pedestrians an adequate gap to safely cross the street even during times when there is
significant traffic.
As there is a perception from a few residents that the intersection is unsafe, additional remediation could
be considered to satisfy residential concerns and potentially increase child safety. In our opinion, while
not necessary these would not create any adverse issues at the intersection and could be implemented at
the discretion of the School District and/or the United City of Yorkville:
• Periodic reminders from the school to parents observe traffic laws and stop for pedestrians in the
crosswalks and obey the school zone speed limits.
• Provide a crossing guard at the intersection for the ½-hr before and ½-hr after school arrival and
dismissal.
• Implement a Parent Patrol Program.
• Provide high visibility cross walks rather than standard cross walks.
• Installation of in-street pedestrian crossing signs, or parkway signs at crosswalks reminding
drivers to stop for pedestrians in the cross walk.
• Flashing warning beacons or pedestrian hybrid beacons.
The last three bullet points describe traffic calming measures that can be taken to potentially increase
child safety. Traffic calming seeks to alter driver behavior to improve conditions for non-motorized street
users.
Further, a stop sign on Bristol Bay is not warranted at this time and could actually be detrimental to
pedestrians, as compliance at an unwarranted stop sign is typically low. This could give a false sense of
security to pedestrians crossing the intersection.
Future Considerations
A view of the east side of the intersection is below. Bristol Bay Drive may be extended easterly in the
future.
As development continues to the east and Bristol Bay Drive is extended the safety of the crossing should
be reviewed to ensure that no changes in traffic patterns or pedestrians affect the safety and mobility.
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0
0
0
0
0
0
0
0
0
0
0
Op
p
o
s
i
n
g
ve
h
i
c
l
e
s
10
/
1
3
/
2
0
1
5
8
:
0
9
AM1
0
0
0
0
0
0
0
0
0
0
0
1
0
1
10
/
1
3
/
2
0
1
5
8
:
1
0
AM3
0
0
0
1
1
0
0
0
0
0
0
1
0
3
10
/
1
3
/
2
0
1
5
8
:
1
1
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
1
2
AM6
1
0
0
0
5
0
0
0
0
0
0
0
0
5
10
/
1
3
/
2
0
1
5
8
:
1
3
AM2
0
0
0
0
2
0
0
0
0
0
0
0
2
2
10
/
1
3
/
2
0
1
5
8
:
1
4
AM5
0
0
0
1
2
0
0
0
0
0
2
0
0
5
10
/
1
3
/
2
0
1
5
8
:
1
5
AM7
0
0
0
0
3
0
0
0
0
0
3
1
0
7
10
/
1
3
/
2
0
1
5
8
:
1
6
AM5
0
0
0
0
2
0
0
0
0
0
3
0
6
5
10
/
1
3
/
2
0
1
5
8
:
1
7
AM5
2
0
0
0
1
0
0
0
0
0
2
0
0
3
10
/
1
3
/
2
0
1
5
8
:
1
8
AM8
1
0
0
0
5
1
0
0
0
0
1
0
6
7
10
/
1
3
/
2
0
1
5
8
:
1
9
AM12
1
0
0
0
6
1
0
0
0
0
3
1
2
11
Op
p
o
s
i
n
g
Tr
a
f
f
i
c
10
/
1
3
/
2
0
1
5
8
:
2
0
AM14
0
0
0
0
9
2
0
0
0
0
2
1
0
14
24
4
10
/
1
3
/
2
0
1
5
8
:
2
1
AM3
0
0
0
0
2
0
0
0
0
0
1
0
8
3
10
/
1
3
/
2
0
1
5
8
:
2
2
AM19
0
0
0
0
1
0
2
0
0
0
0
6
1
2
19
Av
e
r
a
g
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He
a
d
w
a
y
10
/
1
3
/
2
0
1
5
8
:
2
3
AM16
2
0
0
0
7
1
0
0
0
0
6
0
0
14
7.
3
7
7
0
4
9
10
/
1
3
/
2
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1
5
8
:
2
4
AM15
2
0
0
0
2
0
0
0
0
0
1
0
1
2
13
10
/
1
3
/
2
0
1
5
8
:
2
5
AM15
0
0
0
0
1
1
1
0
0
0
0
3
0
3
15
Fl
o
w
Ra
t
e
10
/
1
3
/
2
0
1
5
8
:
2
6
AM19
1
0
0
0
9
0
0
0
0
0
8
1
0
18
0.
1
3
5
5
5
6
10
/
1
3
/
2
0
1
5
8
:
2
7
AM13
1
0
0
0
3
0
0
0
0
0
8
1
0
12
10
/
1
3
/
2
0
1
5
8
:
2
8
AM16
1
0
0
0
7
1
0
0
0
0
7
0
2
15
Cr
o
s
s
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n
g
Le
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h
10
/
1
3
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2
0
1
5
8
:
2
9
AM14
0
0
0
0
5
0
0
0
0
0
9
0
3
14
36
ft
10
/
1
3
/
2
0
1
5
8
:
3
0
AM13
1
0
0
0
5
0
0
0
0
0
6
1
0
12
10
/
1
3
/
2
0
1
5
8
:
3
1
AM18
0
0
0
0
6
0
0
0
0
0
1
1
1
0
18
Hi
g
h
Wa
l
k
i
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g
Sp
e
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d
(M
U
T
C
D
)
10
/
1
3
/
2
0
1
5
8
:
3
2
AM9
0
0
0
0
2
0
0
0
0
0
7
0
0
9
3.
5
f
t
/
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A
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Ne
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y
1
3
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2
8
5
7
1
10
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1
3
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2
0
1
5
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:
3
3
AM7
0
0
0
0
1
0
0
0
0
0
6
0
0
7
10
/
1
3
/
2
0
1
5
8
:
3
4
AM6
0
0
0
0
1
0
0
0
0
0
5
0
0
6
Lo
w
Wa
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Sp
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(T
r
a
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f
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Co
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De
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)
10
/
1
3
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2
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1
5
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:
3
5
AM4
0
0
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0
0
0
0
0
2
0
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4
2
f
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2
1
10
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1
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8
:
3
6
AM1
0
0
0
0
0
0
0
0
0
0
1
0
0
1
Number of Gaps
10
/
1
3
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2
0
1
5
8
:
3
7
AM1
0
0
0
0
0
0
0
0
0
0
1
0
0
1
Pe
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Ga
p
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(M
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)
0
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1
6
5
1
4
2
4
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2
9
4
5
3
M
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s
gap requirements
10
/
1
3
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2
0
1
5
8
:
3
8
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
0
Pe
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a
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p
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(T
C
D
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0
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0
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1
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1
6
1
1
4
10
/
1
3
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2
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1
5
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:
3
9
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
0
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
1
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
2
AM2
0
0
0
0
0
1
0
0
0
0
1
0
0
10
/
1
3
/
2
0
1
5
8
:
4
3
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
4
AM1
0
0
1
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
5
AM1
0
0
0
0
1
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
6
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
7
AM1
0
0
0
0
0
0
1
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
8
AM1
0
0
0
0
1
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
4
9
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
0
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
1
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
2
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
3
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
4
AM1
0
0
0
0
0
0
0
0
0
0
1
0
0
10
/
1
3
/
2
0
1
5
8
:
5
5
AM1
0
0
0
0
1
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
6
AM1
0
0
0
0
1
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
7
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
8
AM0
0
0
0
0
0
0
0
0
0
0
0
0
0
10
/
1
3
/
2
0
1
5
8
:
5
9
AM1
0
0
0
0
0
0
0
0
0
0
1
0
0
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1
6
0
1
2
1
1
7
1
0
1
0
0
0
1
1
9
1
1
3
6
8 ad
u
l
t
s
,
28
sc
h
o
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ch
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l
d
r
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n
To
t
a
l
Tr
a
f
f
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Pe
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Cr
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Br
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s
t
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Ba
y
To
t
a
l
s
10
/
1
3
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2
0
1
5
8:
0
0
:
0
0
AM
So
u
t
h
b
o
u
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E
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b
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N
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t
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b
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W
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s
t
b
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n
d
Si
t
e
Co
d
e
:
B
r
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s
t
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l
Ba
y
an
d
Be
r
t
r
a
m
Dr
i
v
e
St
a
r
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Da
t
e
:
St
a
r
t
Ti
m
e
:
Da
t
e
O
c
t
o
b
e
r
6,
20
1
5
We
a
t
h
e
r
S
u
n
n
y
72
º
Da
t
e
T
i
m
e
T
o
t
a
l
R
i
g
h
t
T
h
r
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L
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R
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R
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T
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R
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T
h
r
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L
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f
t
10
/
6
/
2
0
1
5
3:
0
0
PM
00
0
0
0
0
0
0
0
0
0
0
0
0
10
/
6
/
2
0
1
5
3:
0
1
PM
00
0
0
0
0
0
0
0
0
0
0
0
0
10
/
6
/
2
0
1
5
3:
0
2
PM
00
0
0
0
0
0
0
0
0
0
0
0
0
10
/
6
/
2
0
1
5
3:
0
3
PM
20
0
0
0
0
0
0
0
0
0
2
0
0
10
/
6
/
2
0
1
5
3:
0
4
PM
00
0
0
0
0
0
0
0
0
0
0
0
0
10
/
6
/
2
0
1
5
3:
0
5
PM
10
0
0
0
0
0
0
0
0
0
1
0
0
10
/
6
/
2
0
1
5
3:
0
6
PM
10
0
0
0
0
0
1
0
0
0
0
0
0
10
/
6
/
2
0
1
5
3:
0
7
PM
20
0
0
0
0
0
0
0
0
0
2
0
0
10
/
6
/
2
0
1
5
3:
0
8
PM
00
0
0
0
0
0
0
0
0
0
0
0
0
10
/
6
/
2
0
1
5
3:
0
9
PM
30
0
0
0
1
0
0
0
0
0
2
0
0
10
/
6
/
2
0
1
5
3:
1
0
PM
10
0
0
0
0
0
0
0
0
1
0
0
0
10
/
6
/
2
0
1
5
3:
1
1
PM
20
0
0
0
0
0
0
0
0
0
1
1
0
10
/
6
/
2
0
1
5
3:
1
2
PM
20
0
0
0
0
0
0
0
0
0
2
0
0
10
/
6
/
2
0
1
5
3:
1
3
PM
40
0
0
0
0
0
0
0
0
1
2
1
0
Op
p
o
s
i
n
g
ve
h
i
c
l
e
s
10
/
6
/
2
0
1
5
3:
1
4
PM
20
0
0
0
0
0
0
0
0
0
1
1
0
2
10
/
6
/
2
0
1
5
3:
1
5
PM
20
0
0
0
0
0
0
0
0
0
1
1
0
2
10
/
6
/
2
0
1
5
3:
1
6
PM
30
0
0
0
0
0
0
0
0
0
1
2
0
3
10
/
6
/
2
0
1
5
3:
1
7
PM
10
0
0
0
1
0
0
0
0
0
0
0
0
1
10
/
6
/
2
0
1
5
3:
1
8
PM
60
0
0
0
1
0
0
0
0
0
5
0
0
6
10
/
6
/
2
0
1
5
3:
1
9
PM
60
0
0
0
0
0
0
0
0
0
6
0
3
6
Op
p
o
s
i
n
g
Tr
a
f
f
i
c
10
/
6
/
2
0
1
5
3:
2
0
PM
10
0
0
0
0
0
0
0
0
0
1
0
0
1
15
0
10
/
6
/
2
0
1
5
3:
2
1
PM
60
0
0
0
1
0
1
0
0
0
4
0
3
5
10
/
6
/
2
0
1
5
3:
2
2
PM
30
0
0
0
0
0
0
0
0
0
3
0
0
3
Av
e
r
a
g
e
He
a
d
w
a
y
10
/
6
/
2
0
1
5
3:
2
3
PM
40
0
0
0
0
0
0
0
0
0
3
1
1
4
12
10
/
6
/
2
0
1
5
3:
2
4
PM
50
0
0
0
0
0
1
0
0
0
4
0
1
4
10
/
6
/
2
0
1
5
3:
2
5
PM
50
0
0
0
0
0
3
0
0
0
2
0
1
1
2
fl
o
w
ra
t
e
10
/
6
/
2
0
1
5
3:
2
6
PM
20
0
0
0
0
0
0
0
1
0
0
1
0
1
0.
0
8
3
3
3
3
10
/
6
/
2
0
1
5
3:
2
7
PM
30
0
0
0
0
0
0
0
0
0
3
0
2
3
10
/
6
/
2
0
1
5
3:
2
8
PM
80
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2
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1
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9
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20
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1
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1
36
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10
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6
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3:
3
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10
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1
10
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6
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1
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3
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PM
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10
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1
10
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1
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10
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1
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3
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50
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10
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1
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3:
3
6
PM
12
0
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8
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0
0
4
0
2
5
12
Number of Gaps
10
/
6
/
2
0
1
5
3:
3
7
PM
90
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10
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1
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3:
3
8
PM
40
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10
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6
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1
5
3:
3
9
PM
21
0
0
0
1
1
6
0
0
0
0
1
3
0
0
21
10
/
6
/
2
0
1
5
3:
4
0
PM
14
0
0
0
1
1
3
0
0
0
0
0
0
0
2
14
10
/
6
/
2
0
1
5
3:
4
1
PM
18
0
0
0
5
1
1
0
0
0
0
0
2
0
1
3
18
10
/
6
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2
0
1
5
3:
4
2
PM
40
0
0
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3
0
0
0
0
1
0
0
0
4
10
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6
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2
0
1
5
3:
4
3
PM
50
0
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4
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1
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0
5
10
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6
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2
0
1
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3:
4
4
PM
00
0
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10
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6
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1
5
3:
4
5
PM
00
0
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10
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6
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1
5
3:
4
6
PM
10
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10
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6
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2
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1
5
3:
4
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PM
10
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0
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0
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10
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6
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2
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1
5
3:
4
8
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10
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0
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10
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6
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2
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1
5
3:
4
9
PM
10
0
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0
0
0
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1
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10
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6
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1
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3:
5
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PM
30
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10
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1
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3:
5
1
PM
20
0
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10
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1
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3:
5
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PM
10
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1
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1
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3:
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10
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1
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30
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20
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1
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30
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50
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1
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30
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1
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3:
5
9
PM
00
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TRAFFIC CALMING TOOLBOX
United City of Yorkville
Kendall County, Illinois
November, 2015
PREPARED BY:
United City of Yorkville Traffic Calming Toolbox Introduction
TRAFFIC CALMING TOOLBOX
UNITED CITY OF YORKVILLE
This traffic calming toolbox is designed to be a reference for some of the more common and applicable
traffic calming measures. This is not a complete listing of all possible traffic calming measures. Cost
information was obtained during research and is for use in planning. Project construction costs can be
highly variable depending on size, scope, and complexity of the project.
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SIGNALIZATION
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United City of Yorkville Traffic Calming Toolbox Horizontal Deflection: Chicanes
CHICANES AND ALTERNATING-SIDE PARKING
A chicane is a series of narrowings or curb extensions that alternate from one side of the street to the
other forming S-shaped curves.1
Chicanes are used at midblock locations lower volume streets.1
Alternating-side parking (on-street) can also be used to create a chicane.4
Typical Cost: $7,000 ‐ $15,000 (Chicanes)
United City of Yorkville Traffic Calming Toolbox Constriction: Curb Extensions
CURB EXTENSIONS
Curb extensions visually and physically narrow the roadway, creating safer and shorter crossings for
pedestrians while increasing the available space for street furniture, benches, plantings, and street trees.
Curb extensions have multiple applications, ranging from neckdowns/bulbouts, to chokers/mid-block
crossings, to chicanes (discussed on another page), to one-lane slow points.3
Neckdowns or bulbouts are curb extensions at intersection corners that narrow a street by extending
the sidewalk or widening the planting strip.1
Chokers or midblock crossings are curb extensions at midblock that narrow a street by extending the
sidewalk or widening the planting strip.1
One-lane slow points are curb extensions that narrow a street by widening the sidewalks or planting
strips, effectively creating a pinch point along the street. They can be created by bringing both curbs in, or
they can be done by widening one side at a midblock location.6
Curb extensions of all kinds may be implemented on downtown, neighborhood, and residential streets,
large and small.3
Typical Cost: $10,000 ‐ $20,000 (Neckdowns – per corner)
$7,000 ‐ $15,000 (Chokers)
$7,000 ‐ $20,000 (One‐Lane Slow Points)
United City of Yorkville Traffic Calming Toolbox Constriction: Curb Radius Reduction
CURB RADIUS REDUCTIONS
Curb radius reductions are reconstructions of the turning radius on one or more legs of an intersection
to a tighter turn(s).
These shorten the crossing distance for pedestrians, slow the motorists down, and improve sight distance
between pedestrians and motorists.
Typical Cost: $5,500 ‐ $6,500 (per leg)
United City of Yorkville Traffic Calming Toolbox Volume Control: Diverters
DIVERTERS
A diverter is an island built at a residential street intersection that prevents certain through and/or turning
movements. There are different types of diverters: diagonal, star, forced turn, and truncated.
Diverters affect people living in the neighborhood most of all and must be carefully considered. They are
mainly used to discourage or prevent traffic from cutting through a neighborhood.9
Typical Cost: $5,000 ‐ $85,000 (Per intersection depending on type and
complexity of diverter)
United City of Yorkville Traffic Calming Toolbox Volume Control: Full‐street closures
FULL-STREET CLOSURES
Full-street closures are barriers placed across a street to completely close the street to though-traffic,
usually leaving only sidewalks open; they are sometimes called cul-de-sacs or dead-ends.
Full-street closures are typically applied only after other measures have failed or been determined to be
inappropriate.1
Typical Cost: $500 ‐ $125,000 (Depending on type and complexity of
system used)
United City of Yorkville Traffic Calming Toolbox Constriction: Gateways
GATEWAYS
Gateways are physical or geometric landmarks that indicate a change in environment from a higher
speed arterial or collector road to a lower speed residential or commercial district. They may be a
combination of street narrowing, medians, signing, archways, roundabouts, or other identifiable feature.
Signing and archways will be shown here. Other means are discussed in other parts of this toolbox.
Typical Cost: $150 ‐ $500 (Gateway Signs)
$5,000 ‐ $50,000 (Gateway Structures)
United City of Yorkville Traffic Calming Toolbox Volume Control: Partial‐street closures
PARTIAL-STREET CLOSURES
Partial-street closures are barriers that block travel in one direction for a short distance on otherwise
two-way streets and are sometimes called half-closures, entrance barriers, or one-way closures.
Generally, provisions are made to make these closures passable for pedestrians and cyclists.1
Typical Cost: $500 ‐ $45,000 (Depending on type and complexity of system
used)
United City of Yorkville Traffic Calming Toolbox Passive Measures: Pavement Markings
PAVEMENT MARKINGS
Pavement markings are used to define traveled lanes for motorists and pedestrians. Pavement
markings may be used to reduce lane widths, delineate parking lanes and/or bicycle lanes, delineate
areas restricted to motor travel or parking, and delineate cross walks for pedestrian travel.
Roadway narrowing by use of edge lines, bicycle lanes, and parking lanes is an effective way to reduce
speed by about 1 to 3 mph. Transverse pavement markings, if they are raised, can help to slow traffic in
areas such as school zones. These markings, when driven over, produce noise and vibration that alerts
the driver. They are less effective and less costly than installing rumble strips.
Typical Cost: $2 ‐ $10 (Per linear foot of pavement marking)
United City of Yorkville Traffic Calming Toolbox Passive Measures: Paving Treatments
PAVING TREATMENTS
Paving treatments are colors or textures of pavement (or pavement marking) used to provide warning to
drivers or to delineate pedestrian or bicycle lanes. Colored pavement either by design or pavement
marking visually enhances the function of portions of the roadway, such as a colored bicycle lane.
Colored pavement marking can also be used to delineate areas of lower speed.
Textured pavement can alert the driver to a change in function or speed of the roadway visually and
through noise and vibration as they drive over it. For instance, cross walks made of stamped concrete or
pavers visually stand out as well as are noisy to cross. Rumble strips can be made of raised reflective
pavement markers, raised plastic, or milled into the pavement. These cause noise and vibration to alert
the driver.
Typical Cost: $2 ‐ $10 (Per linear foot of pavement marking)
$0.25 ‐ $2.00 per linear foot (Rumble strips)
$75 ‐ $200 per square yard (Textured pavement)
United City of Yorkville Traffic Calming Toolbox Constriction: Pedestrian Refuge Islands
MEDIAN/PEDESTRIAN REFUGE ISLANDS
Median/Pedestrian refuge islands are raised islands placed in the center of the street at intersections or
midblock crossings to help protect crossing pedestrians and cyclists from motor vehicles.
These are particularly helpful on wider streets to allow pedestrians to focus on traffic from one direction at
a time while crossing a street. They are most useful on high-volume, high-speed roads.
Typical Cost: $2,000 ‐ $40,000 (Per intervention)
United City of Yorkville Traffic Calming Toolbox Vertical Deflection: Raised Crosswalks and Intersections
RAISED CROSSWALKS and RAISED
INTERSECTIONS
A raised crosswalk is a speed table outfitted with crosswalk markings and signage to channelize
pedestrian crossings, providing pedestrians with a level street crossing. This also makes pedestrians
more visible to approaching motorists.
Raised crosswalks are good for locations where pedestrian crossings occur at haphazard locations and
vehicle speeds are excessive.4
A raised intersection is a flat raised area covering an entire intersection with ramps on all approaches
and often with brick or other textured materials on the flat section and ramps.
Raised intersections are often used in densely developed urban areas where loss of parking would be
unacceptable.1
Typical Cost: $4,000 ‐ $10,000 (Raised Crosswalks)
$15,000 ‐ $60,000 (Raised Intersections)
United City of Yorkville Traffic Calming Toolbox Horizontal Deflection: Roundabouts and Traffic Circles
ROUNDABOUTS and TRAFFIC CIRCLES
A roundabout is a type of circular intersection in which traffic travels counterclockwise (in right-hand
traffic counties) around a central island. Specific design and traffic control features define and distinguish
roundabouts from traffic circles. These include yield control of all entering traffic, channelized approaches
that deflect traffic flow and appropriate geometric curvature to ensure that travel speeds on the circulatory
roadway are typically less than 30 mph.5
Roundabouts are used on higher volume streets than traffic circles.4
A traffic circle is a raised island, placed in an intersection, around which traffic circulates. They are
usually 10’ – 20’ in diameter6 and require drivers to slow to a speed that allows them to comfortably
maneuver around them.1 These are smaller than roundabouts and do not have yield control of all entering
traffic.
Traffic circles are mainly used on intersections of local or collector streets.1
Typical Cost: $60,000 ‐ $300,000 (Roundabouts)
$10,000 ‐ $50,000 (Traffic Circles)
United City of Yorkville Traffic Calming Toolbox Vertical Deflection: Speed Bumps and Speed Cushions
SPEED BUMPS and SPEED CUSHIONS
A speed bump is a low raised ridge across a road or parking lot that causes people to drive more slowly.2
Speed bumps are typically used in parking lots or very low volume roads.
A speed cushion is a speed bump, hump, or speed table that includes wheel cutouts to allow large
vehicles to pass unaffected while reducing passenger car speeds.
Speed cushions allow emergency vehicles to pass their wheels on either side of the raised area. They
also allow cyclists to pass on the side of the raised area.3
Typical Cost: $1,500 ‐ $2,500 (Speed Bumps)
$3,000 ‐ $5,000 (Speed Cushions – per set of 3)
United City of Yorkville Traffic Calming Toolbox Vertical Deflection: Speed Humps and Speed Tables
SPEED HUMPS and SPEED TABLES
A speed hump is a rounded raised area of pavement typically 12 to 14 feet in length. They are often
placed in a series (typically spaced 300 to 600 feet apart). They are sometimes called road humps or
undulations.
Speed humps are typically used on residential streets, but not major roads, bus routes, or primary
emergency response routes. They are placed at mid-block, not at intersections.
A speed table is a speed hump that has a flat middle section that is typically 22 feet in length and ramps
on the ends that are typically 6 feet in length (see bottom right picture).
Speed tables are mainly used on local and collector streets or on main roads through small communities.1
Typical Cost: $1,500 ‐ $3,000 (Speed Humps)
$2,500 ‐ $5,000 (Speed Tables)
United City of Yorkville Traffic Calming Toolbox Signalization: Traffic and Pedestrian Signals
TRAFFIC AND PEDESTRIAN SIGNALS
Traffic signals generally create gaps in the traffic flow and allow pedestrians to cross the street at
locations where pedestrians would otherwise experience excessive delay, difficulties crossing, or safety
issues. Signal timings can be adjusted for lagging left turns and/or leading pedestrian intervals.
There are many enhancements to the standard traffic signals that further advance the safety of the
pedestrians. The most common is the pedestrian-activated signal (the push button seen below), which
can also be made an accessible pedestrian signal. Further refinements to that include a pedestrian
countdown timer (seen in bottom photo) and pedestrian detector signals. Detectors can also be used to
extend the crossing time for slower moving pedestrians (called a PUFFIN crossing).
Rapid flash beacons (sign-mounted) and pedestrian hybrid beacons (pole mounted – see top right
photo below) are also used to alert drivers to upcoming pedestrian crossings. These are less costly but
also more passive than traditional signals, which actually stop traffic.
Typical Cost: $150,000 ‐ $500,000 (New signals and installation)
$300 ‐ $15,000 (Signal enhancements – per enhancement)
$10,000 ‐ $60,000 (Rapid‐flash & pedestrian hybrid beacons)
United City of Yorkville Traffic Calming Toolbox References
REFERENCES
1 Institute of Transportation Engineers (2015). ITE Traffic Calming website (www.ite.org/traffic/)
2 Merriam-Webster Dictionary
3 National Association of City Transportation Officials (NACTO) (2015). NACTO website
(www.nacto.org)
4 Fehr & Peers (2015). Traffic Calming website (www.trafficcalming.org)
5 Illinois Department of Transportation (2015). Bureau of Design and Environment (BDE) Manual
(www.dot.il.gov)
6 City of Alameda (1996). Traffic Calming Toolbox
7 Pedestrian and Bicycle Information Center (2015). Pedestrian and Bicycle Information Center
website (www.pedbikeinfo.org)
8 Pedestrian and Bicycle Information Center (2015). Pedestrian Safety Guide and Countermeasure
Selection System (www.pedbikesafe.org/pedsafe/countermeasures.cfm)
9 Project for Public Spaces (2015). Traffic Calming 101 (www.pps.org/reference/livememtraffic/)