HomeMy Public PortalAbout02-07-2022 Village Board Agenda PacketMeeting of the President and the Board of Trustees
Monday, February 07, 2022
7:00 PM
24401 W. Lockport Street
Plainfield, IL 60544
In the Boardroom
Agenda
CALL TO ORDER, ROLL CALL, PLEDGE
PRESIDENTIAL COMMENTS
Proclaim February 12, 2022 as World Cholangiocarcinoma Day.
World Cholangiocarcinoma Day Proclamation
TRUSTEES COMMENTS
PUBLIC COMMENTS (3-5 Minutes)
BUSINESS MEETING
1.APPROVAL OF AGENDA
2.CONSENT AGENDA
2.a.Approval of the Minutes of the Board Meeting and Executive Session held on
January 3, 2022.
01-03-2022 Village Board Minutes
2.b.Bills Paid and Bills Payable Reports for February 7, 2022.
Bills Paid and Bills Payable Reports for February 7, 2022
2.c.Cash & Investment, Revenue, and Expenditure Reports for December, 2021.
Cash & Investment Report through December 31, 2021
Budget Performance Report through December 31, 2021
Budget by Organization Report through December 31, 2021.
2.d.Ordinance No. _____, approving text amendments to the Class “K” Liquor License
Classification.
Class K Liquor License Text Amendments Staff Report and Ordinance
2.e.Ordinance No. _____, amending the number of Class “A” Liquor Licenses to one (1);
amending the number of Class “C” Liquor Licenses to five (5); amending the number of
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Meeting of the President and the Board of Trustees Page - 2
Class “E” Liquor Licenses to twelve (12); and amending the number of Class “F” Liquor
Licenses to twenty-three (23).
Liquor Licenses Staff Report and Ordinance
2.f.Authorize the payment of $97,818.01 to Tyler Technologies for the annual Maintenance
Agreement for the New World ERP Software.
New World ERP Annual Maintenance Staff Report
2.g.Approval of payment to Cummins, Inc. in the amount of $34,550.48 for the emergency
generator repair that was completed at the Wastewater Treatment Facility.
Generator repair Staff Report and invoice
2.h.Reduction of Bond #59BSBIQ5137, from $4,084,518.35 to $961,039.88, securing
public improvements for Lansdowne Phase 1 being constructed by Pulte Homes and
reflecting completion of work to date.
Lansdowne LOC Reduction Staff Report
2.i.Release of Bond #268011590 for mass grading improvements at Northpointe as these
improvements have been completed.
Northpointe Bond Release Staff Report
3.TRACY, JOHNSON & WILSON
3.a.Seeking Board consideration of a motion to authorize payment to Tracy, Johnson &
Wilson in the amount of $4,617.25.
Tracy, Johnson & Wilson 02-07-2022
4.BRONK FARM (CASE NUMBER 1948-101121.AA.SU.SPR.PP)
4.a.Seeking Board consideration of a motion to open a Public Hearing to consider public
comments on the annexation agreement for the proposed residential development
commonly known as Bronk Farm and located at the southwest corner of 127th Street
and Van Dyke Road.
Bronk Farm Staff Report and Attachments
4.b.Seeking Board consideration of a motion to close the Public Hearing and return to the
regular business meeting.
4.c.Seeking Board consideration of a motion to adopt the findings of fact of the Plan
Commission as the findings of fact of the Board of Trustees and, furthermore, to direct
the Village Attorney to prepare the necessary ordinances granting approval of the
annexation agreement, annexation and special use for planned development for the
residential development commonly known as Bronk Farm, located at the southwest
corner of 127th Street and Van Dyke Road, subject to the stipulations noted in the staff
report.
5.2022 IRISH PARADE
5.a.Seeking Board consideration of a motion to approve the 2022 Irish Parade and
associated road closures to be held on Sunday, March 13, 2022 at 1:00 p.m.
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Meeting of the President and the Board of Trustees Page - 3
2022 Irish Parade Staff Report.
6.LUNA AZUL MASSAGE & SPA (CASE 1954-010622.SU)
6.a.Seeking Board consideration of a motion to adopt the findings of fact of the Plan
Commission as the findings of fact of the Board of Trustees and, furthermore, to direct
the Village Attorney to draft an ordinance granting approval of the special use permit for
a massage therapy business at 14722 S. Naperville Road, Unit 100, for the business
commonly known as Luna Azul Massage & Spa.
Luna Azul Massage & Spa Staff Report Packet
ADMINISTRATOR'S REPORT
Seeking Board consideration of a motion to adopt Ordinance No. _____, authorizing the
Execution of a Deed Conveying Lot 2 in the Plainfield Business Park Subdivision to
Plainfield Northern LLC pursuant to the Development Agreement with Northern Builders
and Plainfield Northern LLC approved in May of 2018 and amended in December of
2020.
Plainfield Business Park Conveying Lot 2 Staff Report, Ordinance, and Deed
Seeking Board consideration of a motion to authorize the Village Administrator to
execute a change order with Northern Builders per change order dated December 29,
2021, in the amount of $66,402.00 for commodity related overages, as requested by
Northern Builders for the new PEMA facility per the contract originally approved on
April 5, 2021.
PEMA Change Order Staff Report
MANAGEMENT SERVICES REPORT
ENGINEER'S REPORT
PLANNING DEPARTMENT REPORT
BUILDING DEPARTMENT REPORT
Building and Code Compliance Report for December, 2021.
Building and Code Compliance Report for December 2021.
PUBLIC WORKS REPORT
Seeking Board consideration of a motion to authorize the Village President to execute
the Multi-Use Path Crossing Agreement with Wisconsin Central, Ltd. that will help
facilitate the construction of two pedestrian underpasses.
CN Springbank Trail Staff Report and Agreement
Seeking Board consideration of a motion to authorize the purchase of a 2022 Freightliner
Truck Model 108SD and equipment from Bonnell Industries, Inc. at a total cost of
$191,402.00.
2022 Freightliner Truck Purchase Staff Report
Seeking Board consideration of a motion to authorize the purchase of a 2023 Kenworth
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Meeting of the President and the Board of Trustees Page - 4
Model T-480 Truck and equipment from CIT Trucks, Inc. at a total cost of
$208,692.15.
2023 Kenworth Truck Purchase Staff Report
Seeking Board consideration of a motion to authorize the purchase of various LED street
lighting fixtures in the amount of $151,350.40 from Graybar as part of the US
Communities Procurement program.
LED Street Lights Staff Report
Seeking Board consideration of a motion to authorize the execution of Master Service
Agreements (MSA’s) for general engineering design and inspection services with Strand
Associates, Christopher B. Burke Engineering, and Clark Dietz Engineering.
Service Agreements-Strand-Burke-Dietz-2022 Staff Report
Seeking Board consideration of a motion to adopt Resolution No. _____, a Resolution
adopting Village Standards and Specifications.
Village of Plainfield Standards and Specifications Staff Report and Resolution
POLICE CHIEF'S REPORT
Seeking Board consideration of a motion to adopt Ordinance No. _____, enacting
Chapter 4, Article XIV of the Code of Ordinances of the Village of Plainfield, regulating
massage establishments.
Massage Establishments Staff Report and Ordinance
Operations Report for December, 2021.
Police Operations Report for December 2021
ATTORNEY'S REPORT
REMINDERS -
•February 9 Evening with the Mayor – 5:00 p.m. at the Village Hall
•February 10 Historic Preservation – 7:00 p.m.
•February 14 Committee of the Whole Workshop – 7:00 p.m.
•February 15 Plan Commission – 7:00 p.m.
•March 7 Next Village Board Meeting – 7:00 p.m.
4
5
VILLAGE OF PLAINFIELD
MEETING MINUTES
JANUARY 3, 2022
AT:VILLAGE HALL
BOARD PRESENT: J.ARGOUDELIS, T.RUANE, B.WOJOWSKI, H.BENTON, P.KALKANIS
(ELECTRONIC), AND C.LARSON. BOARD ABSENT: K.CALKINS. OTHERS PRESENT:
J.BLAKEMORE, ADMININISTRATOR; J.HARVEY, ATTORNEY; M.GIBAS, VILLAGE
CLERK; D.WOLD, ENGINEER; A.PERSONS, PUBLIC WORKS DIRECTOR; J.PROULX,
PLANNING DIRECTOR; L.SPIRES, BUILDING OFFICIAL; T.PLECKHAM, MANAGEMENT
SERVICES DIRECTOR; J.MEYERS, ATTORNEY; AND J.KONOPEK, CHIEF OF POLICE.
CALL TO ORDER, ROLL CALL, PLEDGE
Mayor Argoudelis called the meeting to order at 7:00 p.m. Roll call was taken, all Trustees were
present. Mayor Argoudelis led the Pledge of Allegiance. There were approximately 5 persons in the
audience.
PRESIDENTIAL COMMENTS
Mayor Argoudelis:
Offered condolences to the Calkins family on the passing of their mother, Nancy.
Administered the Oath of Office to Karen Goins and Patrick Nicholson, Ex-Officio Plan
Commissioners.
TRUSTEES COMMENTS
Trustee Benton:
Congratulated the new Ex-Officio Plan Commissioners.
Offered condolences to the Calkins family.
Trustee Wojowski:
Congratulated the new Ex-Officio Plan Commissioners.
Offered condolences to the Calkins family.
Trustee Ruane:
Congratulated the new Ex-Officio Plan Commissioners.
Offered condolences to the Calkins family.
Wished everyone a Happy New Year.
PUBLIC COMMENTS (3-5 minutes)
No Comments.
BUSINESS MEETING
1)APPROVAL OF AGENDA
Trustee Wojowski moved to approve the Agenda. Second by TrusteeBenton. Voteby roll call. Ruane,
yes; Wojowski, yes; Benton, yes; Calkins, absent; Kalkanis, yes; Larson, yes. 5 yes, 0 no, 1 absent.
Motion carried.
6
Village of Plainfield
Meeting Minutes – January 3, 2022
Page 2
2)CONSENT AGENDA
Trustee Wojowski moved to approve the Consent Agenda to include:
a) Approval of the Minutes of the Board Meeting and Executive Session held on
December 20, 2021.
b)Bills Paid and Bills Payable Reports for January 3, 2022.
c) Authorize the renewal of the PACE Scheduler Platform from PACE Systems in the
amount of $12,850.00.
Second by Trustee Benton. Vote by roll call. Ruane, yes; Wojowski, yes; Benton, yes; Calkins,
absent; Kalkanis, yes; Larson, abstain. 4 yes, 0 no, 1 absent, 1 abstain. Motion carried.
3) TRACY, JOHNSON & WILSON
Trustee Wojowski moved to authorize payment to Tracy, Johnson & Wilson in the amount of
$885.55. Second by Trustee Ruane. Vote by roll call. Ruane, yes; Wojowski, yes; Benton, yes;
Calkins, absent; Kalkanis, yes; Larson, no. 4 yes, 1 no, 1 absent. Motion carried.
4) 14917 S. EASTERN AVENUE (CASE NUMBER 1950-102621.SU)
Trustee Wojowski moved to adopt Ordinance No. 3540, granting approval of the special use running
with the land for Planned Development for the property at 14917 S. Eastern Avenue to allow for two
(2) rental dwelling units in the existing bi-level, single-family residential house, subject to the
stipulations noted in the staff report. Second by Trustee Ruane. Vote by roll call. Ruane, yes;
Wojowski, yes; Benton, yes; Calkins, absent; Kalkanis, yes; Larson, yes. 5 yes, 0 no, 1 absent. Motion
carried.
ADMINISTRATOR'S REPORT
Mr. Matt Grusecki, Northern Builders, gave an update on the request for two (2) change orders for
the PEMA Facility. Mr. Grusecki pointed out that Change Order #4 is for changes/upgrades
requested by Village staff. Change Order #3 is for the increase in the price for commodity related
expenses including concrete, steel, and roofing. The total price increase amount is $132,804.00 and
Northern Builders is requesting that the Village split the cost of the commodity price increases and
suggested 50%. Trustee Ruane expressed concern regarding the costs of the Change Order #4.
Trustee Benton moved to authorize the Village Administrator to execute a change order #4 with
Northern Builders per change order dated December 29, 2021, in the amount of $193,361.00 for
change orders items related to plumbing, electrical, and additional office square footage for the new
PEMA facility per the contract originally approved on April 5, 2021. Second by Trustee Larson.
Vote by roll call. Ruane, no; Wojowski, yes; Benton, yes; Calkins, absent; Kalkanis, no; Larson, yes;
Argoudelis, yes. 4 yes, 2 no, 1 absent. Motion carried.
Trustee Larson moved to authorize the Village Administrator to execute a change order #3 with
Northern Builders per change order dated December 29, 2021, in the amount of $66,402.00 (50% of
the total amount - $132,804.00) for commodity related overages, as requested by Northern Builders
for the new PEMA facility per the contract originally approved on April 5, 2021. Second by Trustee
Ruane. Vote by roll call. Ruane, yes; Wojowski, no; Benton, no; Calkins, absent; Kalkanis, no;
Larson, yes. 2 yes, 3 no, 1 absent. Motion failed.
There was some further general discussion regarding Change Order #3 and how much, if any, of the
costs that the Village would be willing to split with Northern Builders. There was no consensus as to
7
Village of Plainfield
Meeting Minutes – January 3, 2022
Page 3
an amount. Mayor Argoudelis suggested that Northern Builders bring the request back to the Board at
a later date for further discussion.
MANAGEMENT SERVICES REPORT
No Report.
ENGINEER’S REPORT
No Report.
PLANNING DEPARTMENT REPORT
No Report.
BUILDING DEPARTMENT REPORT
Trustee Larson moved to authorize the Village President to execute an agreement with B&F
Construction Services to provide plan review and Building Inspection Services at a rate of $83.00 per
hour plus travel time. Second by Trustee Wojowski. Vote by roll call. Ruane, yes; Wojowski, yes;
Benton, yes; Calkins, absent; Kalkanis, yes; Larson, yes. 5 yes, 0 no, 1 absent. Motion carried.
PUBLIC WORKS REPORT
Trustee Ruane moved to authorize Payment #2, in the amount of $71,880.00, to the Mill Creek
Wetland Mitigation Bank for wetland credits needed to construct the 143rd Street East Extension.
Second by Trustee Larson. Vote by roll call. Ruane, yes; Wojowski, yes; Benton, yes; Calkins,
absent; Kalkanis, yes; Larson, yes. 5 yes, 0 no, 1 absent. Motion carried.
POLICE CHIEF’S REPORT
No Report.
ATTORNEY’S REPORT
No Report.
Mayor Argoudelis read the reminders.
EXECUTIVE SESSION
Trustee Wojowski moved to adjourn to Executive Session as permitted under the Open Meetings Act
under Section 2(c)(11) to discuss pending litigation, not to reconvene. Second by Trustee Larson.
Vote by roll call. Ruane, yes; Wojowski, yes; Benton, yes; Calkins, absent; Kalkanis, yes; Larson,
yes. 5 yes, 0 no, 1 absent. Motion carried.
The meeting adjourned at 8:00 p.m.
Michelle Gibas, Village Clerk
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice Amount
10131 - BAXTER & WOODMAN 0216881 Edit 10/23/2020 02/07/2022 405.00
10131 - BAXTER & WOODMAN 0213371 Edit 05/11/2020 02/07/2022 135.00
10131 - BAXTER & WOODMAN 0223001 Edit 05/10/2021 02/07/2022 6,707.28
10131 - BAXTER & WOODMAN 0221268 Edit 03/19/2021 02/07/2022 5,030.46
10131 - BAXTER & WOODMAN 0225004 Edit 07/23/2021 02/07/2022 1,578.75
10131 - BAXTER & WOODMAN 0226807 Edit 09/24/2021 02/07/2022 161.25
10131 - BAXTER & WOODMAN 0225901 Edit 08/19/2021 02/07/2022 225.00
Invoice Transactions 7 $14,242.74
12957 - GARVEY'S OFFICE PRODUCTS PINV2187275 Edit 12/27/2021 02/07/2022 895.00
Invoice Transactions 1 $895.00
10578 - INTERNAL REVENUE SERVICE 2022-00001019 Paid by Check # 128235 01/07/2022 01/07/2022 01/07/2022 55,936.22
10578 - INTERNAL REVENUE SERVICE 2022-00001056 Paid by Check # 128265 01/21/2022 01/21/2022 01/21/2022 49,373.26
10578 - INTERNAL REVENUE SERVICE 2022-00001147 Paid by Check # 128286 02/04/2022 02/04/2022 02/04/2022 49,763.02
Invoice Transactions 3 $155,072.50
10578 - INTERNAL REVENUE SERVICE 2022-00001019 Paid by Check # 128235 01/07/2022 01/07/2022 01/07/2022 30,163.30
10578 - INTERNAL REVENUE SERVICE 2022-00001056 Paid by Check # 128265 01/21/2022 01/21/2022 01/21/2022 28,451.71
10578 - INTERNAL REVENUE SERVICE 2022-00001147 Paid by Check # 128286 02/04/2022 02/04/2022 02/04/2022 28,408.41
Invoice Transactions 3 $87,023.42
FICA - FICA*
FICA - FICA*
FICA - FICA*
Account 0210.222 - FICA Payable Totals
Accounts Payable by G/L Distribution Report
Invoice Due Date Range 01/04/22 - 02/07/22
Invoice Description
Fund 01 - General Fund
Account 0121.110 - Unbilled Receivable-Developer
FICA - FICA*
FICA - FICA*
Account 0210.220 - Federal W/H Payable Totals
Account 0210.222 - FICA Payable
Wellness Program
Account 0201.999 - Miscellaneous Accounts Payable Totals
Account 0210.220 - Federal W/H Payable
FICA - FICA*
Springbank Unit 10 Preliminary
Springbank Unit 10 Preliminary
Account 0121.110 - Unbilled Receivable-Developer Totals
Account 0201.999 - Miscellaneous Accounts Payable
Redwood Living
Redwood Living
Next Door Storage
Next Door Storage
Springbank Unit 10 Preliminary
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10578 - INTERNAL REVENUE SERVICE 2022-00001019 Paid by Check # 128235 01/07/2022 01/07/2022 01/07/2022 7,054.31
10578 - INTERNAL REVENUE SERVICE 2022-00001056 Paid by Check # 128265 01/21/2022 01/21/2022 01/21/2022 6,654.04
10578 - INTERNAL REVENUE SERVICE 2022-00001147 Paid by Check # 128286 02/04/2022 02/04/2022 02/04/2022 6,643.84
Invoice Transactions 3 $20,352.19
10527 - ILL MUNICIPAL RETIREMENT
REGULAR
2022-00001054 Paid by Check # 128263 01/21/2022 01/21/2022 01/21/2022 59,077.21
Invoice Transactions 1 $59,077.21
10949 - PLAINFIELD POLICE PEN ACCT#4236-
2308
2022-00001022 Paid by Check # 128238 01/07/2022 01/07/2022 01/07/2022 23,931.76
10949 - PLAINFIELD POLICE PEN ACCT#4236-
2308
2022-00001060 Paid by Check # 128269 01/21/2022 01/21/2022 01/21/2022 24,078.65
10949 - PLAINFIELD POLICE PEN ACCT#4236-
2308
2022-00001150 Paid by Check # 128289 02/04/2022 02/04/2022 02/04/2022 24,207.56
Invoice Transactions 3 $72,217.97
10315 - DIVERSIFIED INVESTMENT ADVISORS 2022-00001017 Paid by Check # 128233 01/07/2022 01/07/2022 01/07/2022 22,229.90
10774 - METLIFE 2022-00001020 Paid by Check # 128236 01/07/2022 01/07/2022 01/07/2022 452.19
11758 - VANTAGEPOINT TRANSFER AGENTS-
306593
2022-00001025 Paid by Check # 128241 01/07/2022 01/07/2022 01/07/2022 11,208.48
11758 - VANTAGEPOINT TRANSFER AGENTS-
306593
2022-00001063 Paid by Check # 128272 01/21/2022 01/21/2022 01/21/2022 11,908.05
10774 - METLIFE 2022-00001057 Paid by Check # 128266 01/21/2022 01/21/2022 01/21/2022 452.19
10315 - DIVERSIFIED INVESTMENT ADVISORS 2022-00001053 Paid by Check # 128262 01/21/2022 01/21/2022 01/21/2022 20,642.55
10315 - DIVERSIFIED INVESTMENT ADVISORS 2022-00001145 Paid by Check # 128284 02/04/2022 02/04/2022 02/04/2022 21,006.41
10774 - METLIFE 2022-00001148 Paid by Check # 128287 02/04/2022 02/04/2022 02/04/2022 452.19
11758 - VANTAGEPOINT TRANSFER AGENTS-
306593
2022-00001153 Paid by Check # 128292 02/04/2022 02/04/2022 02/04/2022 10,212.94
Invoice Transactions 9 $98,564.90
10778 - METROPOLITAN ALLIANCE OF POLICE 2022-00001058 Paid by Check # 128267 01/21/2022 01/21/2022 01/21/2022 1,862.00
Invoice Transactions 1 $1,862.00
Account 0210.243 - United Way Donations
Account 0210.241 - Deferred Comp. Plan Totals
Account 0210.242 - Union Dues
MAP - Metropolitan Alliance of
Police Account 0210.242 - Union Dues Totals
457-METLIFE-PCT - Deferred
Comp Metlife457-IPPFA-PCT - Deferred Comp
IPPFA*457-IPPFA-PCT - Deferred Comp
IPPFA*
457-METLIFE-PCT - Deferred
Comp Metlife
457-ICMA-FLAT - Deferred
Comp ICMA*
Account 0210.241 - Deferred Comp. Plan
457-IPPFA-PCT - Deferred Comp
IPPFA*
457-METLIFE-PCT - Deferred
Comp Metlife457-ICMA-FLAT - Deferred
Comp ICMA*
457-ICMA-FLAT - Deferred
Comp ICMA*
POL PEN - Police Pension
Annual*POL PEN - Police Pension
Annual*
POL PEN - Police Pension
Annual*
Account 0210.238 - Police Pension W/H Payable Totals
Account 0210.237 - IMRF Payable
IMRF - Illinois Municipal
Retirement *Account 0210.237 - IMRF Payable Totals
Account 0210.238 - Police Pension W/H Payable
Account 0210.223 - Medicare W/H Payable
FICA - FICA*
FICA - FICA*
FICA - FICA*
Account 0210.223 - Medicare W/H Payable Totals
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11244 - UNITED WAY OF WILL COUNTY 2022-00001024 Paid by Check # 128240 01/07/2022 01/07/2022 01/07/2022 41.65
11244 - UNITED WAY OF WILL COUNTY 2022-00001062 Paid by Check # 128271 01/21/2022 01/21/2022 01/21/2022 41.65
11244 - UNITED WAY OF WILL COUNTY 2022-00001152 Paid by Check # 128291 02/04/2022 02/04/2022 02/04/2022 41.65
Invoice Transactions 3 $124.95
10030 - AFLAC 2022-00001016 Paid by Check # 128232 01/07/2022 01/07/2022 01/07/2022 782.10
10030 - AFLAC 2022-00001052 Paid by Check # 128261 01/21/2022 01/21/2022 01/21/2022 782.10
10030 - AFLAC 2022-00001144 Paid by Check # 128283 02/04/2022 02/04/2022 02/04/2022 782.10
Invoice Transactions 3 $2,346.30
10030 - AFLAC 2022-00001016 Paid by Check # 128232 01/07/2022 01/07/2022 01/07/2022 262.71
10030 - AFLAC 2022-00001052 Paid by Check # 128261 01/21/2022 01/21/2022 01/21/2022 307.47
10030 - AFLAC 2022-00001144 Paid by Check # 128283 02/04/2022 02/04/2022 02/04/2022 307.47
Invoice Transactions 3 $877.65
11124 - STATE DISBURSEMENT UNIT 2022-00001023 Paid by Check # 128239 01/07/2022 01/07/2022 01/07/2022 2,122.64
12714 - WILL COUNTY CIRCUIT CLERK'S
OFFICE
2022-00001027 Paid by Check # 128243 01/07/2022 01/07/2022 01/07/2022 471.77
12714 - WILL COUNTY CIRCUIT CLERK'S
OFFICE
2022-00001065 Paid by Check # 128274 01/21/2022 01/21/2022 01/21/2022 471.77
11124 - STATE DISBURSEMENT UNIT 2022-00001061 Paid by Check # 128270 01/21/2022 01/21/2022 01/21/2022 2,122.64
11124 - STATE DISBURSEMENT UNIT 2022-00001151 Paid by Check # 128290 02/04/2022 02/04/2022 02/04/2022 2,876.87
12714 - WILL COUNTY CIRCUIT CLERK'S
OFFICE
2022-00001155 Paid by Check # 128294 02/04/2022 02/04/2022 02/04/2022 471.77
Invoice Transactions 6 $8,537.46
11154 - SWAHM-INSURANCE 2022-00001142 Paid by EFT # 1688 02/01/2022 02/01/2022 02/01/2022 184,458.20
Invoice Transactions 1 $184,458.20
11266 - VILLAGE OF PLAINFIELD 2022-00001026 Paid by Check # 128242 01/07/2022 01/07/2022 01/07/2022 2,212.99
February 2022 Insurance
Account 0210.247 - Employee Insurance Benefit Totals
Account 0210.249 - Flex 125-FSA
FSA MED PT - Discovery Benefits
Medical*
CHILD SUPPORT - Child Support
Wage Assignment*SPOUSAL SUP -
Spousal/Maintenance Support
Account 0210.246 - Child Support/Maintenance Assignment Totals
Account 0210.247 - Employee Insurance Benefit
Account 0210.246 - Child Support/Maintenance Assignment
CHILD SUPPORT - Child Support
Wage Assignment*SPOUSAL SUP -
Spousal/Maintenance SupportSPOUSAL SUP -
Spousal/Maintenance Support
CHILD SUPPORT - Child Support
Wage Assignment*
Account 0210.245 - AFLAC Post-Tax
AFLAC - PRETAX - AFLAC
Pretax*
AFLAC - PRETAX - AFLAC
Pretax*
AFLAC - PRETAX - AFLAC
Pretax*Account 0210.245 - AFLAC Post-Tax Totals
Account 0210.244 - AFLAC Pre-Tax
AFLAC - PRETAX - AFLAC
Pretax*
AFLAC - PRETAX - AFLAC
Pretax*AFLAC - PRETAX - AFLAC
Pretax*
Account 0210.244 - AFLAC Pre-Tax Totals
UNITED WAY - United Way of
Will CountyUNITED WAY - United Way of
Will County
UNITED WAY - United Way of
Will County
Account 0210.243 - United Way Donations Totals
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11266 - VILLAGE OF PLAINFIELD 2022-00001064 Paid by Check # 128273 01/21/2022 01/21/2022 01/21/2022 2,213.99
11266 - VILLAGE OF PLAINFIELD 2022-00001154 Paid by Check # 128293 02/04/2022 02/04/2022 02/04/2022 2,332.74
Invoice Transactions 3 $6,759.72
11154 - SWAHM-INSURANCE 2022-00001142 Paid by EFT # 1688 02/01/2022 02/01/2022 02/01/2022 27,513.68
Invoice Transactions 1 $27,513.68
10854 - NCPERS GROUP LIFE INS.2022-00001021 Paid by Check # 128237 01/07/2022 01/07/2022 01/07/2022 77.28
10854 - NCPERS GROUP LIFE INS.2022-00001059 Paid by Check # 128268 01/21/2022 01/21/2022 01/21/2022 77.28
10854 - NCPERS GROUP LIFE INS.2022-00001149 Paid by Check # 128288 02/04/2022 02/04/2022 02/04/2022 77.28
Invoice Transactions 3 $231.84
10175 - CARCARE TOWING 2022-00001139 Edit 12/31/2021 02/07/2022 625.00
11204 - TODD'S BODY SHOP & TOWING 2022-00001156 Edit 12/31/2021 02/07/2022 625.00
Invoice Transactions 2 $1,250.00
13165 - BONNIE BENSON 2022-00001158 Edit 01/27/2022 02/07/2022 156,943.00
13166 - LENNAR CORP.2022-00001159 Edit 01/27/2022 02/07/2022 35,255.00
Invoice Transactions 2 $192,198.00
10899 - OSWEGO SCHOOL DISTRICT 2022-00001130 Edit 12/31/2021 02/07/2022 253,953.00
Invoice Transactions 1 $253,953.00
13162 - DJK CUSTOM HOMES INC.2022-00001115 Edit 01/21/2022 02/07/2022 100.00
10943 - PLAINFIELD FIRE PROTECTION DIST. 2022-00001131 Edit 12/31/2021 02/07/2022 7,950.00
Invoice Transactions 2 $8,050.00
10897 - OSWEGO FIRE PROTECTION
DISTRICT
2022-00001127 Edit 12/31/2021 02/07/2022 2,200.00
4th Qtr. 2021 Impact Fees
Account 0222.000 - Fire Dist. Impact Fee Totals
Account 0222.100 - Fire Dist. Impact Fee-Oswego
4th Qtr. 2021 Impact Fees
4th Qtr. 2021 Impact Fees
Account 0221.101 - School Dist. Site Contri-Oswego Totals
Account 0222.000 - Fire Dist. Impact Fee
Permit# 2021-00000896
Recapture Fees
Recapture Fees
Account 0220.260 - Recapture Fee Totals
Account 0221.101 - School Dist. Site Contri-Oswego
5 Tows 12/01/21 - 12/31/21
12/01/21 - 12/31/21 5 Tows
Account 0220.250 - Police Tow Fee Totals
Account 0220.260 - Recapture Fee
SUP LIFE INS - NCPERS
SUP LIFE INS - NCPERS
Account 0210.301 - Employee Life Insurance Totals
Account 0220.250 - Police Tow Fee
February 2022 Insurance
Account 0210.299 - Payroll Insurance Adjustment Totals
Account 0210.301 - Employee Life Insurance
SUP LIFE INS - NCPERS
FSA MED PT - Discovery Benefits
Medical*FSA MED PT - Discovery Benefits
Medical*
Account 0210.249 - Flex 125-FSA Totals
Account 0210.299 - Payroll Insurance Adjustment
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 4 of 46 12
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice Transactions 1 $2,200.00
12593 - OSWEGOLAND PARK DISTRICT 2022-00001129 Edit 12/31/2021 02/07/2022 9,828.00
Invoice Transactions 1 $9,828.00
10898 - OSWEGO PUBLIC LIBRARY DIST.2022-00001128 Edit 12/31/2021 02/07/2022 20,512.48
Invoice Transactions 1 $20,512.48
13162 - DJK CUSTOM HOMES INC.2022-00001115 Edit 01/21/2022 02/07/2022 4,955.36
Invoice Transactions 1 $4,955.36
11280 - WASTE MANAGEMENT 6284443-2007-9 Edit 12/31/2021 02/07/2022 378,064.80
Invoice Transactions 1 $378,064.80
Invoice Transactions 1 $378,064.80
11315 - WILL COUNTY GOVERNMENTAL
LEAGUE
2022-1090 Edit 01/03/2022 02/07/2022 19,195.03
Invoice Transactions 1 $19,195.03
12820 - 7-ELEVEN #33859 2022-00001042 Paid by Check # 128244 01/12/2022 01/14/2022 01/14/2022 95.33
12734 - TAI GINSBERG & ASSOCIATES, LLC 1912 Edit 01/04/2022 02/07/2022 8,088.00
Invoice Transactions 2 $8,183.33
12634 - GRUNDY BANK 2022-00001091 Paid by Check # 128277 01/01/2022 01/28/2022 01/28/2022 27,311.88
12634 - GRUNDY BANK 2022-00001092 Paid by Check # 128277 01/01/2022 01/28/2022 01/28/2022 32,329.06
Invoice Transactions 2 $59,640.94
Invoice Transactions 5 $87,019.30Division 01 - Legislative Program Totals
Division 02 - Administration Program
Account 8078 - Economic Incentive Rebate
4thQtr. 2021 Gas Tax
2nd & 3rd Qtr. 2021 Sales Tax
Account 8078 - Economic Incentive Rebate Totals
Account 8070 - Public Relations
Coffee with the Mayor
December 2021
Account 8070 - Public Relations Totals
Division 01 - Legislative Program
Account 5015 - Dues & Subscriptions
2022 Membership Dues
Account 5015 - Dues & Subscriptions Totals
Account 8100 - Fees to Refuse Hauler
December 2021
Account 8100 - Fees to Refuse Hauler Totals
Division 00 - Non-Divisional Totals
Permit# 2021-00000896
Account 0570.555 - Building Permit Totals
Unit 04 - Administration/Finance
Division 00 - Non-Divisional
Account 0224.100 - Library Dist. Impact Fee-Oswego
4th Qtr. 2021 Impact Fees
Account 0224.100 - Library Dist. Impact Fee-Oswego Totals
Account 0570.555 - Building Permit
Account 0222.100 - Fire Dist. Impact Fee-Oswego Totals
Account 0223.100 - Park Dist. Impact Fee-Oswego
4th Qtr. 2021 Impact Fees
Account 0223.100 - Park Dist. Impact Fee-Oswego Totals
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
13078 - WEX HEALTH 0001451203-IN Edit 12/31/2021 02/07/2022 131.75
13078 - WEX HEALTH 0001420608-IN Edit 10/31/2021 02/07/2022 136.00
Invoice Transactions 2 $267.75
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 364.02
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 148.93
Invoice Transactions 2 $512.95
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 42.32
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 64.10
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 69.25
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 64.10
11262 - VERIZON WIRELESS 9897824661 Edit 01/21/2022 02/07/2022 2,186.22
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 64.10
Invoice Transactions 6 $2,490.09
11938 - PITNEY BOWES, INC. 2022-00001036 Paid by EFT # 1677 01/11/2022 01/11/2022 01/11/2022 15.82
12767 - SYNCB/AMAZON 2022-00001137 Edit 01/10/2022 02/07/2022 55.54
11278 - WAREHOUSE DIRECT 5141108-0 Edit 01/07/2022 02/07/2022 10.26
11278 - WAREHOUSE DIRECT 5145118-0 Edit 01/13/2022 02/07/2022 9.55
11278 - WAREHOUSE DIRECT 5138840-0 Edit 01/05/2022 02/07/2022 11.77
11278 - WAREHOUSE DIRECT 5131572-0 Edit 12/22/2021 02/07/2022 80.79
12918 - ALLEGRA 120118 Edit 01/21/2022 02/07/2022 22.33
12918 - ALLEGRA 120117 Edit 01/21/2022 02/07/2022 83.33
12957 - GARVEY'S OFFICE PRODUCTS PINV2196682 Edit 01/14/2022 02/07/2022 15.53
12957 - GARVEY'S OFFICE PRODUCTS PINV2194848 Edit 01/12/2022 02/07/2022 7.36
10631 - JUST SAFETY, LTD.36983 Edit 01/24/2022 02/07/2022 14.71
10891 - OFF THE PRESS 23063 Edit 01/03/2022 02/07/2022 61.00
12847 - PITNEY BOWES INC.1019900637 Edit 01/18/2022 02/07/2022 26.91
Invoice Transactions 13 $414.90
Postage Meter Ink
Account 5005 - Office Supplies/Postage Totals
Account 8035 - Maintenance Contracts/Lease
AP Checks
Office Supplies
Office Supplies
VH First Aid
BC Blakemore, Leave Forms
Office Supplies
Office Supplies
Office Supplies
Office Supplies
Petty Cash Receipts
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
VH Postage
Acct. 60457 8781 062738 6
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 4005 - Cellular Phones
Acct. 485081837-00001
October 2021
Account 2020 - Employee Insurance Totals
Account 4000 - Telephone/Internet
Acct. 00114799
Account 2020 - Employee Insurance
December 2021
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 61.34
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
Invoice Transactions 2 $211.17
11318 - WILL COUNTY RECORDER 2022-00001138 Edit 01/03/2022 02/07/2022 63.00
Invoice Transactions 1 $63.00
13103 - EKL, WILLIAMS & PROVENZALE LLC 9 Edit 12/31/2021 02/07/2022 1,914.75
Invoice Transactions 1 $1,914.75
10389 - FIRST MIDWEST BANK - LOCKBOX 2022-00001078 Paid by EFT # 101 12/31/2021 01/11/2022 01/11/2022 187.06
12201 - VANCO SERVICES 00012177576 Paid by EFT # 1670 01/03/2022 01/18/2022 01/18/2022 209.24
10868 - NICOR 2022-00001089 Edit 01/21/2022 02/07/2022 1,946.30
11192 - THIRD MILLENNIUM ASSOCIATES,
INC.
27151 Edit 12/31/2021 02/07/2022 988.50
11889 - ASCAP 2023-00000001 Edit 12/30/2021 02/07/2022 390.00
11890 - BMI 41854547 Edit 01/02/2022 02/07/2022 391.00
11838 - COMCAST - ACCOUNT #901868063 138246573 Edit 01/15/2022 02/07/2022 1,273.14
Invoice Transactions 7 $5,385.24
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001030 Paid by EFT # 1671 12/31/2021 01/07/2022 01/07/2022 120.85
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001031 Paid by EFT # 1672 12/31/2021 01/07/2022 01/07/2022 9.95
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001032 Paid by EFT # 1673 12/31/2021 01/07/2022 01/07/2022 170.10
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001033 Paid by EFT # 1674 12/31/2021 01/07/2022 01/07/2022 1,127.94
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001034 Paid by EFT # 1675 12/31/2021 01/07/2022 01/07/2022 199.20
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001035 Paid by EFT # 1676 12/31/2021 01/07/2022 01/07/2022 9.95
Invoice Transactions 6 $1,637.99
Gov. Services December 2021
Gov. Services Web December
2021
Account 8135.008 - Settlement Charges Totals
Account 8135.008 - Settlement Charges
Fines December 2021
Fines Web December 2021
Utilities December 2021
Utilities Web December 2021
Acct. 500691995 Music Royalties
Acct. 2166392 Music Royalties
Acct. 901868063
Account 8135 - Contractual Services Totals
Account 8135 - Contractual Services
December 2021 Lockbox Fees
December 2021
Acct. 93896607368
January 2022
Account 8045 - Recording Fees Totals
Account 8065 - Legal Fees
Client No. 4165-000
Account 8065 - Legal Fees Totals
12/28/21 - 01-27-22
Account 8035 - Maintenance Contracts/Lease Totals
Account 8045 - Recording Fees
12/02/21 - 12/28/21
Copy Overage
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 40.63
Invoice Transactions 1 $40.63
Invoice Transactions 41 $12,938.47
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 22.59
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 9.24
Invoice Transactions 2 $31.83
Invoice Transactions 2 $31.83
11278 - WAREHOUSE DIRECT 5139610-0 Edit 01/06/2022 02/07/2022 81.81
Invoice Transactions 1 $81.81
12610 - COSMOPOLITAN CLEANING &
MAINTENANCE
8660 Edit 01/06/2022 02/07/2022 2,375.00
Invoice Transactions 1 $2,375.00
Invoice Transactions 2 $2,456.81
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 30.12
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 12.32
Invoice Transactions 2 $42.44
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 42.32
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 42.32
Invoice Transactions 2 $84.64
12957 - GARVEY'S OFFICE PRODUCTS PINV2194848 Edit 01/12/2022 02/07/2022 84.35
10891 - OFF THE PRESS 23063 Edit 01/03/2022 02/07/2022 249.00
Invoice Transactions 2 $333.35
BC Blakemore, Leave Forms
Account 5005 - Office Supplies/Postage Totals
Account 5015 - Dues & Subscriptions
Acct. 485081837-00001
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
Office Supplies
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 4005 - Cellular Phones
Acct. 485081837-00001
Division 04 - Facility Management Program Totals
Division 06 - Human Resources Program
Account 4000 - Telephone/Internet
Acct. 00114799
Account 5000 - Building Supplies Totals
Account 8135 - Contractual Services
January 2022
Account 8135 - Contractual Services Totals
Division 03 - Community Relations Program Totals
Division 04 - Facility Management Program
Account 5000 - Building Supplies
Building Maintenance Supplies
Division 03 - Community Relations Program
Account 4000 - Telephone/Internet
Acct. 00114799
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Persons
Account 9300 - Contingencies Totals
Division 02 - Administration Program Totals
Account 9300 - Contingencies
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001070 Paid by EFT # 1681 12/29/2021 01/20/2022 01/20/2022 390.00
Invoice Transactions 1 $390.00
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001070 Paid by EFT # 1681 12/29/2021 01/20/2022 01/20/2022 197.00
Invoice Transactions 1 $197.00
11054 - SELECTION.COM 468262 Edit 01/01/2022 02/07/2022 47.00
Invoice Transactions 1 $47.00
Invoice Transactions 9 $1,094.43
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 15.06
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 6.16
Invoice Transactions 2 $21.22
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 137.00
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 106.05
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 137.00
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 106.05
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 106.05
Invoice Transactions 5 $592.15
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001076 Paid by EFT # 1687 12/29/2021 01/20/2022 01/20/2022 82.34
10631 - JUST SAFETY, LTD.36983 Edit 01/24/2022 02/07/2022 14.72
Invoice Transactions 2 $97.06
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 349.98
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 794.96
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001076 Paid by EFT # 1687 12/29/2021 01/20/2022 01/20/2022 2,450.56
Acct. 485081837-00001
Kastrantas
VH First Aid
Account 5005 - Office Supplies/Postage Totals
Account 8030 - Server/Network Supplies
Acct. 485081837-00001
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
Kastrantas
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Division 08 - IT Program
Account 4000 - Telephone/Internet
Acct. 00114799
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 8135 - Contractual Services
Contractual Services
Account 8135 - Contractual Services Totals
Division 06 - Human Resources Program Totals
Account 5015 - Dues & Subscriptions Totals
Account 8070 - Public Relations
Harris
Account 8070 - Public Relations Totals
Harris
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice Transactions 3 $3,595.50
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001076 Paid by EFT # 1687 12/29/2021 01/20/2022 01/20/2022 41.33
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
338405 Paid by Check # 128275 11/23/2021 01/24/2022 01/25/2022 40,000.00
12712 - HEARTLAND BUSINESS SYSTEMS, LLC 490777-H Edit 01/10/2022 02/07/2022 781.64
12712 - HEARTLAND BUSINESS SYSTEMS, LLC 492272-H Edit 01/13/2022 02/07/2022 2,710.00
12712 - HEARTLAND BUSINESS SYSTEMS, LLC 493423-H Edit 01/19/2022 02/07/2022 417.69
13071 - OPENGOV, INC.INV00006093 Edit 01/05/2022 02/07/2022 49,500.00
13022 - PACE SYSTEMS, INC.IN00040192 Edit 12/21/2021 02/07/2022 12,850.00
10570 - POWERDMS, INC.INIV-15694 Edit 01/31/2022 02/07/2022 4,938.99
10190 - CDW GOVERNMENT, INC.P878198 Edit 12/16/2021 02/07/2022 7,376.00
Invoice Transactions 9 $118,615.65
12819 - METRO FIBERNET LLC 2022-00001039 Paid by Check # 128249 12/28/2021 01/14/2022 01/14/2022 92.25
12090 - PHYSICIANS IMMEDIATE CARE 4243382 Edit 01/05/2022 02/07/2022 180.00
12712 - HEARTLAND BUSINESS SYSTEMS, LLC 483187-H Edit 12/01/2021 02/07/2022 495.00
Invoice Transactions 3 $767.25
Invoice Transactions 24 $123,688.83
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 30.12
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 12.32
Invoice Transactions 2 $42.44
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 54.07
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 42.32
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 54.07
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 54.07
Invoice Transactions 4 $204.53Account 4005 - Cellular Phones Totals
Account 4005 - Cellular Phones
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00002
Account 4000 - Telephone/Internet
Acct. 00114799
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 8135 - Contractual Services Totals
Division 08 - IT Program Totals
Division 09 - Legal Program
Account 8135 - Contractual Services
Acct. 1372977
Contractual Services
Software Licensing
Annual Renewal - OpenGov
Annual Subscription - PACE
Scheduler
Annual Renewal - PowerDMS
Annual Subscription - Adobe
Account 8031 - Software Licensing/Renewals Totals
Kastrantas
Asset Management Software
Software Licensing
Software Licensing
Software Licensing
Account 8030 - Server/Network Supplies Totals
Account 8031 - Software Licensing/Renewals
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12979 - QUADIENT FINANCE USA, INC.2022-00001068 Paid by EFT # 1679 01/20/2022 01/20/2022 01/20/2022 436.38
12957 - GARVEY'S OFFICE PRODUCTS PINV2192980 Edit 01/10/2022 02/07/2022 141.75
12957 - GARVEY'S OFFICE PRODUCTS PINV2192979 Edit 01/10/2022 02/07/2022 141.75
10891 - OFF THE PRESS 23062 Edit 01/03/2022 02/07/2022 52.00
Invoice Transactions 4 $771.88
13158 - WILL COUNTY SHERIFF'S OFFICE 2022-00001041 Paid by Check # 128260 12/23/2021 01/14/2022 01/14/2022 35.00
10051 - AMERICAN BAR ASSOCIATION 2021-00001565 Edit 01/25/2022 02/07/2022 210.00
11297 - THOMSON REUTERS-WEST
PUBLISHING CO
845619797 Edit 01/01/2022 02/07/2022 565.94
11297 - THOMSON REUTERS-WEST
PUBLISHING CO
845704089 Edit 01/04/2022 02/07/2022 333.00
Invoice Transactions 4 $1,143.94
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 182.66
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
Invoice Transactions 2 $332.49
13126 - CAMIC JOHNSON, LTD.202 Edit 12/28/2021 02/07/2022 300.00
Invoice Transactions 1 $300.00
Invoice Transactions 17 $2,795.28
Invoice Transactions 101 $608,089.75
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001072 Paid by EFT # 1683 12/29/2021 01/20/2022 01/20/2022 52.52
Invoice Transactions 1 $52.52
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 33.13
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 11.59
Invoice Transactions 2 $44.72
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 4005 - Cellular Phones
Konopek
Account 3000 - Travel/Training Totals
Account 4000 - Telephone/Internet
Acct. 00114799
Unit 04 - Administration/Finance Totals
Unit 05 - Police Department
Division 02 - Administration Program
Account 3000 - Travel/Training
Account 8065 - Legal Fees
Legal Fees
Account 8065 - Legal Fees Totals
Division 09 - Legal Program Totals
Account 8035 - Maintenance Contracts/Lease
Copy Overage
12/28/21 - 01-27-22
Account 8035 - Maintenance Contracts/Lease Totals
Abbott - Security Pass
05215127 Meyers
Dues
Dues
Account 5015 - Dues & Subscriptions Totals
Office Supplies
PD
Account 5005 - Office Supplies/Postage Totals
Account 5015 - Dues & Subscriptions
Account 5005 - Office Supplies/Postage
Postage
Office Supplies
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 42.32
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 42.32
Invoice Transactions 2 $84.64
11938 - PITNEY BOWES, INC. 2022-00001036 Paid by EFT # 1677 01/11/2022 01/11/2022 01/11/2022 15.82
12979 - QUADIENT FINANCE USA, INC.2022-00001068 Paid by EFT # 1679 01/20/2022 01/20/2022 01/20/2022 16.61
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001072 Paid by EFT # 1683 12/29/2021 01/20/2022 01/20/2022 42.93
12957 - GARVEY'S OFFICE PRODUCTS PINV2192980 Edit 01/10/2022 02/07/2022 141.75
12957 - GARVEY'S OFFICE PRODUCTS PINV2192979 Edit 01/10/2022 02/07/2022 141.75
10891 - OFF THE PRESS 23062 Edit 01/03/2022 02/07/2022 52.00
12847 - PITNEY BOWES INC.1019900637 Edit 01/18/2022 02/07/2022 26.91
12918 - ALLEGRA 120118 Edit 01/21/2022 02/07/2022 67.00
12918 - ALLEGRA 120117 Edit 01/21/2022 02/07/2022 83.33
11278 - WAREHOUSE DIRECT 5151735-0 Edit 01/21/2022 02/07/2022 45.18
11278 - WAREHOUSE DIRECT 5151897-0 Edit 01/21/2022 02/07/2022 96.34
11278 - WAREHOUSE DIRECT 5140834-0 Edit 01/07/2022 02/07/2022 122.24
Invoice Transactions 12 $851.86
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 70.04
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 70.04
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 70.04
Invoice Transactions 3 $210.12
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 200.00
10649 - KENDALL COUNTY CHIEFS OF POLICE
ASSN.
2022-00001116 Edit 01/18/2022 02/07/2022 40.00
Invoice Transactions 2 $240.00
10226 - CLEAN IMAGE CAR WASH 5870 Edit 01/05/2022 02/07/2022 6.00
Invoice Transactions 1 $6.00
Gas/Oil/Mileage/Carwash
Account 5020 - Gas/Oil/Mileage/Carwash Totals
Account 5095 - Uniforms/Clothing
Persons
2022 Dues
Account 5015 - Dues & Subscriptions Totals
Account 5020 - Gas/Oil/Mileage/Carwash
Acct. 485081837-00002
Acct. 485081837-00002
Account 5010 - Replacement Supplies Totals
Account 5015 - Dues & Subscriptions
Office Supplies
Account 5005 - Office Supplies/Postage Totals
Account 5010 - Replacement Supplies
Acct. 485081837-00002
Postage Meter Ink
Petty Cash Receipts
AP Checks
Office Supplies
Office Supplies
Postage
Konopek
Office Supplies
Office Supplies
PD
Acct. 485081837-00001
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
VH Postage
Acct. 485081837-00001
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 12 of 46 20
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10690 - LANDS' END BUSINESS OUTFITTERS SIN9848184 Edit 12/22/2021 02/07/2022 123.80
10690 - LANDS' END BUSINESS OUTFITTERS SCR1240472 Edit 12/16/2021 02/07/2022 (114.85)
Invoice Transactions 2 $8.95
12819 - METRO FIBERNET LLC 2022-00001095 Paid by Check # 128279 01/18/2022 01/28/2022 01/28/2022 264.40
13002 - QUADIENT LEASING USA, INC.N9213262 Edit 01/07/2022 02/07/2022 346.35
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 91.01
Invoice Transactions 4 $851.59
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001072 Paid by EFT # 1683 12/29/2021 01/20/2022 01/20/2022 45.49
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001075 Paid by EFT # 1686 12/29/2021 01/20/2022 01/20/2022 160.06
10924 - PETTY CASH - PD 8441 Paid by Check # 128280 01/18/2022 01/28/2022 01/28/2022 98.44
12324 - TERMINIX PROCESSING CENTER 415365536 Edit 12/16/2021 02/07/2022 157.00
12115 - COLLEY ELEVATOR COMPANY 220599 Edit 01/01/2022 02/07/2022 224.00
11450 - FACILITY SUPPLY SYSTEMS, INC 47460 Edit 01/07/2022 02/07/2022 689.38
13111 - GREEN CLEAN 130557 Edit 11/30/2021 02/07/2022 350.00
13017 - HELM SERVICE CHI145378C Edit 12/20/2021 02/07/2022 2,587.78
10767 - MENARDS INC. # 3182 3962 Edit 01/06/2022 02/07/2022 12.13
10767 - MENARDS INC. # 3182 3911 Edit 01/05/2022 02/07/2022 15.28
10767 - MENARDS INC. # 3182 4188 Edit 01/12/2022 02/07/2022 1.90
10767 - MENARDS INC. # 3182 3829 Edit 01/03/2022 02/07/2022 279.96
10767 - MENARDS INC. # 3182 3827 Edit 01/03/2022 02/07/2022 49.67
10767 - MENARDS INC. # 3182 3814 Edit 01/03/2022 02/07/2022 14.37
10767 - MENARDS INC. # 3182 3670 Edit 12/30/2021 02/07/2022 180.93
10868 - NICOR 2022-00001120 Edit 01/21/2022 02/07/2022 1,211.13
Invoice Transactions 16 $6,077.52
12588 - FIRST RESPONDERS WELLNESS
CENTER
8290 Edit 04/01/2021 02/07/2022 370.00
12090 - PHYSICIANS IMMEDIATE CARE 4243382 Edit 01/05/2022 02/07/2022 1,161.00
Invoice Transactions 2 $1,531.00
Contractual Services
Contractual Services
Account 8135 - Contractual Services Totals
Supplies
Acct. 82687764454
Account 8040 - Custodial Supplies/Building Maintenance Totals
Account 8135 - Contractual Services
Supplies
Supplies
Supplies
Supplies
Supplies
PD
Custodian
PD
PD HVAC
Supplies
Account 8040 - Custodial Supplies/Building Maintenance
Konopek
Novak
Kitchen Re-Stock
PD Pest Control
02/07/2022 - 05/06/2022
12/28/21 - 01-27-22
Copy Overage
Account 8035 - Maintenance Contracts/Lease Totals
Uniforms
Account 5095 - Uniforms/Clothing Totals
Account 8035 - Maintenance Contracts/Lease
Acct. 1419329
Uniforms
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 13 of 46 21
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice Transactions 47 $9,958.92
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 100.10
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 100.10
10924 - PETTY CASH - PD 8443 Paid by Check # 128280 01/18/2022 01/28/2022 01/28/2022 50.00
10924 - PETTY CASH - PD 8444 Paid by Check # 128280 01/20/2022 01/28/2022 01/28/2022 60.00
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 100.10
10377 - FBI - LEEDA 200062098 Edit 12/03/2021 02/07/2022 695.00
10649 - KENDALL COUNTY CHIEFS OF POLICE
ASSN.
847 Edit 01/19/2022 02/07/2022 16.00
10796 - TROY MILLER 2022-00001118 Edit 01/03/2022 02/07/2022 75.00
11538 - LUKE OSTREKO 2022-00001126 Edit 01/12/2022 02/07/2022 75.00
Invoice Transactions 9 $1,271.30
11262 - VERIZON WIRELESS 9893347731 Paid by Check # 128256 11/21/2021 01/14/2022 01/14/2022 1,908.52
11262 - VERIZON WIRELESS 9895585384 Paid by Check # 128259 12/21/2021 01/14/2022 01/14/2022 2,097.31
11262 - VERIZON WIRELESS 9897824663 Edit 01/21/2022 02/07/2022 2,019.19
11838 - COMCAST - ACCOUNT #901868063 138246573 Edit 01/15/2022 02/07/2022 1,273.16
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 366.28
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 128.12
Invoice Transactions 6 $7,792.58
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 339.06
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 339.46
Invoice Transactions 2 $678.52
12957 - GARVEY'S OFFICE PRODUCTS PINV2192980 Edit 01/10/2022 02/07/2022 141.75
12957 - GARVEY'S OFFICE PRODUCTS PINV2192979 Edit 01/10/2022 02/07/2022 141.75
12957 - GARVEY'S OFFICE PRODUCTS PINV2193160 Edit 01/10/2022 02/07/2022 169.11
10891 - OFF THE PRESS 23062 Edit 01/03/2022 02/07/2022 52.00
Office Supplies
PD
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
Office Supplies
Office Supplies
Account 4000 - Telephone/Internet Totals
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00001
Acct. 485081837-00003
Acct. 485081837-00003
Acct. 901868063
Acct. 00114799
Acct. 1211165
FBI LEEDA Training
Account 3000 - Travel/Training Totals
Account 4000 - Telephone/Internet
Acct. 485081837-00003
Malcolm-Tri-River Training
Acct. 485081837-00002
Ostreko
Novak
FBI LEEDA
Division 51 - Police Patrol
Account 3000 - Travel/Training
Acct. 485081837-00002
Acct. 485081837-00002
Police Chiefs Assn. - Novak &
Burnett
Division 02 - Administration Program Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 14 of 46 22
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11278 - WAREHOUSE DIRECT 5147826-0 Edit 01/17/2022 02/07/2022 160.54
11278 - WAREHOUSE DIRECT 5137783-0 Edit 01/05/2022 02/07/2022 3.32
Invoice Transactions 6 $668.47
11779 - ILMO PRODUCTS COMPANY 01260139 Edit 01/19/2022 02/07/2022 225.42
10767 - MENARDS INC. # 3182 3644 Edit 12/29/2021 02/07/2022 27.95
12668 - SECOND CHANCE CARDIAC
SOLUTIONS
21-012-841 Edit 12/28/2021 02/07/2022 452.49
Invoice Transactions 3 $705.86
11731 - FBINAA 2022-00001097 Edit 01/10/2022 02/07/2022 120.00
10649 - KENDALL COUNTY CHIEFS OF POLICE
ASSN.
2022-00001116 Edit 01/18/2022 02/07/2022 40.00
Invoice Transactions 2 $160.00
12679 - PLAINFIELD GAS N WASH PLAINFIELD
LLC
2022-00001098 Edit 01/11/2022 02/07/2022 330.00
12264 - WEX BANK 77308062 Edit 12/31/2021 02/07/2022 135.88
Invoice Transactions 2 $465.88
10413 - GALLS INC.020075766 Edit 12/23/2021 02/07/2022 125.96
10413 - GALLS INC.019991453 Edit 12/14/2021 02/07/2022 121.46
10413 - GALLS INC.020039115 Edit 12/20/2021 02/07/2022 231.00
10413 - GALLS INC.020069491 Edit 12/22/2021 02/07/2022 23.10
10608 - JCM UNIFORMS 781551 Edit 01/12/2022 02/07/2022 131.45
10608 - JCM UNIFORMS 779489 Edit 01/11/2022 02/07/2022 183.86
10608 - JCM UNIFORMS 781550 Edit 01/04/2022 02/07/2022 6.00
10608 - JCM UNIFORMS 779337 Edit 12/20/2021 02/07/2022 216.36
10608 - JCM UNIFORMS 779482 Edit 12/21/2021 02/07/2022 217.86
10608 - JCM UNIFORMS 779117 Edit 12/17/2021 02/07/2022 186.86
10997 - RAY O'HERRON CO., INC.2167989 Edit 01/06/2022 02/07/2022 1,035.67
10997 - RAY O'HERRON CO., INC.2167297 Edit 01/10/2022 02/07/2022 31.49
10997 - RAY O'HERRON CO., INC.2169616 Edit 01/19/2022 02/07/2022 98.07
10997 - RAY O'HERRON CO., INC.2169721 Edit 01/19/2022 02/07/2022 30.59
10997 - RAY O'HERRON CO., INC.2169428 Edit 01/19/2022 02/07/2022 58.45
10997 - RAY O'HERRON CO., INC.2169423 Edit 01/19/2022 02/07/2022 62.99
Uniforms
Weyenberg
Barma
Mikos & Kaus
Uniforms
Uniforms
Uniforms
Barma
Sinclair
Uniforms
Uniforms
Patrol
Sester
Mikos
Account 5020 - Gas/Oil/Mileage/Carwash Totals
Account 5095 - Uniforms/Clothing
Uniforms
Uniforms
Account 5015 - Dues & Subscriptions Totals
Account 5020 - Gas/Oil/Mileage/Carwash
December 2021
Gas/Oil/Mileage/Carwash
Account 5010 - Replacement Supplies Totals
Account 5015 - Dues & Subscriptions
Novak-Member 48983
2022 Dues
Account 5010 - Replacement Supplies
Replacement Supplies
Replacement Supplies
Replacement Supplies
Office Supplies
Office Supplies
Account 5005 - Office Supplies/Postage Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 15 of 46 23
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10997 - RAY O'HERRON CO., INC.2150725 Edit 10/22/2021 02/07/2022 59.81
10997 - RAY O'HERRON CO., INC.2163920 Edit 12/21/2021 02/07/2022 151.20
10997 - RAY O'HERRON CO., INC.2164652 Edit 11/23/2021 02/07/2022 116.98
10997 - RAY O'HERRON CO., INC.2163592 Edit 12/20/2021 02/07/2022 73.98
Invoice Transactions 20 $3,163.14
13155 - JUSTIN BARMA 2022-00001038 Paid by Check # 128248 01/14/2022 01/14/2022 01/14/2022 160.52
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001072 Paid by EFT # 1683 12/29/2021 01/20/2022 01/20/2022 1,950.78
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001075 Paid by EFT # 1686 12/29/2021 01/20/2022 01/20/2022 123.00
13142 - INVERIS TRAINING SOLUTIONS 0094995 Edit 01/20/2022 02/07/2022 1,095.00
10997 - RAY O'HERRON CO., INC.2166895 Edit 01/07/2022 02/07/2022 1,814.00
Invoice Transactions 5 $5,143.30
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001075 Paid by EFT # 1686 12/29/2021 01/20/2022 01/20/2022 201.57
10924 - PETTY CASH - PD 8440 Paid by Check # 128280 01/13/2022 01/28/2022 01/28/2022 18.27
10997 - RAY O'HERRON CO., INC.2169427 Edit 01/19/2022 02/07/2022 6.29
10608 - JCM UNIFORMS 780273 Edit 12/01/2021 02/07/2022 87.45
Invoice Transactions 4 $313.58
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 69.85
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
Invoice Transactions 2 $219.68
10487 - ADVANCE AUTO PARTS/AAP
FINANCIAL SERVICES
6535200586600 Edit 01/05/2022 02/07/2022 191.24
10487 - ADVANCE AUTO PARTS/AAP
FINANCIAL SERVICES
6535201158509 Edit 01/11/2022 02/07/2022 14.93
12973 - J&J's CREATIVE COLORS, INC.308750 Edit 12/22/2021 02/07/2022 145.00
11020 - ROD BAKER FORD SALES, INC 210329 Edit 01/11/2022 02/07/2022 98.68
11020 - ROD BAKER FORD SALES, INC 210035 Edit 01/03/2022 02/07/2022 329.88
11020 - ROD BAKER FORD SALES, INC 210482 Edit 01/13/2022 02/07/2022 10.75
11020 - ROD BAKER FORD SALES, INC 210173 Edit 01/06/2022 02/07/2022 23.28
11020 - ROD BAKER FORD SALES, INC C43746 Edit 01/13/2022 02/07/2022 745.78
M24
M27
M27
M23
Account 8060 - Vehicle Maintenance
M27
M23
M10
M15
Account 8035 - Maintenance Contracts/Lease
Copy Overage
12/28/21 - 01-27-22
Account 8035 - Maintenance Contracts/Lease Totals
Explorers Pizza
Explorer Program
Explorers
Account 5115.004 - Community Programs-Explorer Program Totals
Firearms/Ammunition
Account 5100 - Ammunition/Weapons Totals
Account 5115.004 - Community Programs-Explorer Program
Novak
Account 5100 - Ammunition/Weapons
Firearms/Ammunition
Konopek
Novak
Firearms/Ammunition
Kalar
Weyenberg
Uniforms
Account 5095 - Uniforms/Clothing Totals
Sester
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 16 of 46 24
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11020 - ROD BAKER FORD SALES, INC 209890 Edit 12/29/2021 02/07/2022 54.60
11020 - ROD BAKER FORD SALES, INC 209685 Edit 12/22/2021 02/07/2022 8.75
11020 - ROD BAKER FORD SALES, INC 209594 Edit 12/20/2021 02/07/2022 41.91
Invoice Transactions 11 $1,664.80
11291 - WESCOM 20220215 Edit 01/01/2022 02/07/2022 50,455.65
Invoice Transactions 1 $50,455.65
Invoice Transactions 73 $72,702.76
10924 - PETTY CASH - PD 8442 Paid by Check # 128280 01/18/2022 01/28/2022 01/28/2022 45.00
10234 - COLLEGE OF DUPAGE 13522 Edit 01/11/2022 02/07/2022 824.00
10377 - FBI - LEEDA 200062097 Edit 12/03/2021 02/07/2022 695.00
10829 - COLIN MULACEK 2022-00001119 Edit 01/12/2022 02/07/2022 75.00
Invoice Transactions 4 $1,639.00
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 33.44
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 11.69
Invoice Transactions 2 $45.13
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 507.88
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 397.98
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 509.91
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 397.96
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 397.02
Invoice Transactions 5 $2,210.75
12979 - QUADIENT FINANCE USA, INC.2022-00001068 Paid by EFT # 1679 01/20/2022 01/20/2022 01/20/2022 79.72
11278 - WAREHOUSE DIRECT 5147827-0 Edit 01/17/2022 02/07/2022 39.21
11278 - WAREHOUSE DIRECT 5132403-0 Edit 12/23/2021 02/07/2022 21.12
12957 - GARVEY'S OFFICE PRODUCTS PINV2192980 Edit 01/10/2022 02/07/2022 141.75Office Supplies
Account 5005 - Office Supplies/Postage
Postage
Office Supplies
Office Supplies
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 4005 - Cellular Phones
Acct. 485081837-00001
LEEDA
Account 3000 - Travel/Training Totals
Account 4000 - Telephone/Internet
Acct. 00114799
Division 52 - Police Administration
Account 3000 - Travel/Training
Boling-Call Detail Records
Boling-Training 1393929
Mulacek
February 2022
Account 8265 - Contractual Services-Wescom Totals
Division 51 - Police Patrol Totals
M25
M25
Account 8060 - Vehicle Maintenance Totals
Account 8265 - Contractual Services-Wescom
M18 & M24
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 17 of 46 25
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12957 - GARVEY'S OFFICE PRODUCTS PINV2192979 Edit 01/10/2022 02/07/2022 141.75
10891 - OFF THE PRESS 23062 Edit 01/03/2022 02/07/2022 52.00
Invoice Transactions 6 $475.55
10767 - MENARDS INC. # 3182 3644 Edit 12/29/2021 02/07/2022 27.95
Invoice Transactions 1 $27.95
12729 - IL DIVISION INT'L ASSOCIATION FOR
IDENTIFICATION
000014 Edit 01/06/2022 02/07/2022 25.00
12016 - ILLINOIS ASSOCIATION OF
PROPERTY & EVIDENCE MGRS
57973 Edit 01/03/2022 02/07/2022 35.00
10649 - KENDALL COUNTY CHIEFS OF POLICE
ASSN.
2022-00001116 Edit 01/18/2022 02/07/2022 120.00
11953 - NATIONAL ASSOCIATION OF TOWN
WATCH
16325 Edit 01/07/2022 02/07/2022 35.00
Invoice Transactions 4 $215.00
12264 - WEX BANK 77308062 Edit 12/31/2021 02/07/2022 267.19
Invoice Transactions 1 $267.19
12720 - FILMTOOLS SI-8275706 Edit 12/21/2021 02/07/2022 453.31
11238 - ULINE 142688629 Edit 12/15/2021 02/07/2022 364.74
Invoice Transactions 2 $818.05
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001075 Paid by EFT # 1686 12/29/2021 01/20/2022 01/20/2022 425.06
10997 - RAY O'HERRON CO., INC.2164090 Edit 12/22/2021 02/07/2022 162.86
Invoice Transactions 2 $587.92
11291 - WESCOM 20220215 Edit 01/01/2022 02/07/2022 1,551.00
Invoice Transactions 1 $1,551.00
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 62.93
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
Invoice Transactions 2 $212.76
Copy Overage
12/28/21 - 01-27-22
Account 8035 - Maintenance Contracts/Lease Totals
Account 8003 - Radio Maintenance
February 2022
Account 8003 - Radio Maintenance Totals
Account 8035 - Maintenance Contracts/Lease
Account 5095 - Uniforms/Clothing
Novak
Uniforms
Account 5095 - Uniforms/Clothing Totals
Account 5040.002 - Crime Scene/Evidence Tech Supply
Crime Scene/Evidence Tech
Supplies
Crime Scene/Evidence Tech
Supplies
Account 5040.002 - Crime Scene/Evidence Tech Supply Totals
Account 5020 - Gas/Oil/Mileage/Carwash
Gas/Oil/Mileage/Carwash
Account 5020 - Gas/Oil/Mileage/Carwash Totals
Beam-2022 Dues
Beam
2022 Dues
Dues
Account 5015 - Dues & Subscriptions Totals
Account 5010 - Replacement Supplies
Replacement Supplies
Account 5010 - Replacement Supplies Totals
Account 5015 - Dues & Subscriptions
Office Supplies
PD
Account 5005 - Office Supplies/Postage Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 18 of 46 26
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10394 - FLEET SAFETY SUPPLY 78369 Edit 12/27/2021 02/07/2022 45.67
12648 - QUICK LANE TIRE & AUTO CENTER C44133 Edit 01/19/2022 02/07/2022 58.40
12817 - SUNSET GLASS TINTING, INC.13082 Edit 01/10/2022 02/07/2022 90.00
12817 - SUNSET GLASS TINTING, INC.13066 Edit 12/29/2021 02/07/2022 270.00
10139 - WEBB CHEVROLET PLAINFIELD 46054269/1 Edit 01/12/2022 02/07/2022 163.88
Invoice Transactions 5 $627.95
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001072 Paid by EFT # 1683 12/29/2021 01/20/2022 01/20/2022 184.20
Invoice Transactions 1 $184.20
Invoice Transactions 36 $8,862.45
10924 - PETTY CASH - PD 8446 Paid by Check # 128280 01/26/2022 01/28/2022 01/28/2022 19.46
Invoice Transactions 1 $19.46
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 66.28
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 23.18
Invoice Transactions 2 $89.46
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 147.55
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 72.04
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 146.17
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 72.04
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 72.04
Invoice Transactions 5 $509.84
12979 - QUADIENT FINANCE USA, INC.2022-00001068 Paid by EFT # 1679 01/20/2022 01/20/2022 01/20/2022 267.29
10924 - PETTY CASH - PD 8445 Paid by Check # 128280 01/24/2022 01/28/2022 01/28/2022 12.00
11278 - WAREHOUSE DIRECT 5138484-0 Edit 01/11/2022 02/07/2022 69.53
11278 - WAREHOUSE DIRECT 5146241-1 Edit 01/17/2022 02/07/2022 20.14
Account 5005 - Office Supplies/Postage
Postage
Golden Radar Plaque
Office Supplies
Office Supplies
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Account 4000 - Telephone/Internet Totals
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00002
Account 3000 - Travel/Training Totals
Account 4000 - Telephone/Internet
Acct. 00114799
Acct. 1211165
Division 52 - Police Administration Totals
Division 56 - Police Support Services
Account 3000 - Travel/Training
Traffic Reconstruction Class
Supplies
Account 8060 - Vehicle Maintenance Totals
Account 8250 - Background Check Services
Konopek
Account 8250 - Background Check Services Totals
M194
M196
M194
M190, M192, M2
M199
Account 8060 - Vehicle Maintenance
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 19 of 46 27
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11278 - WAREHOUSE DIRECT 5146241-0 Edit 01/14/2022 02/07/2022 19.85
11278 - WAREHOUSE DIRECT 5132047-0 Edit 12/23/2021 02/07/2022 202.95
10342 - EICH'S SPORTS & GAMES 25439 Edit 01/20/2022 02/07/2022 45.00
12957 - GARVEY'S OFFICE PRODUCTS PINV2192980 Edit 01/10/2022 02/07/2022 141.75
12957 - GARVEY'S OFFICE PRODUCTS PINV2192979 Edit 01/10/2022 02/07/2022 141.75
10891 - OFF THE PRESS 23062 Edit 01/03/2022 02/07/2022 122.00
Invoice Transactions 10 $1,042.26
10767 - MENARDS INC. # 3182 3644 Edit 12/29/2021 02/07/2022 27.96
Invoice Transactions 1 $27.96
10649 - KENDALL COUNTY CHIEFS OF POLICE
ASSN.
2022-00001116 Edit 01/18/2022 02/07/2022 80.00
10698 - LAW ENFORCEMENT RECORDS
MANAGER OF IL
2022-00001117 Edit 01/07/2022 02/07/2022 80.00
Invoice Transactions 2 $160.00
10413 - GALLS INC.019991807 Edit 12/14/2021 02/07/2022 135.00
10413 - GALLS INC.020039115 Edit 12/20/2021 02/07/2022 9.00
10608 - JCM UNIFORMS 781902 Edit 01/24/2022 02/07/2022 15.00
10608 - JCM UNIFORMS 779568 Edit 01/12/2022 02/07/2022 176.90
10608 - JCM UNIFORMS 780996 Edit 01/04/2022 02/07/2022 20.50
10608 - JCM UNIFORMS 779481 Edit 12/21/2021 02/07/2022 186.86
10997 - RAY O'HERRON CO., INC.2169546 Edit 01/19/2022 02/07/2022 802.50
10997 - RAY O'HERRON CO., INC.2169401 Edit 01/19/2022 02/07/2022 535.16
10997 - RAY O'HERRON CO., INC.2167299 Edit 01/10/2022 02/07/2022 62.99
10997 - RAY O'HERRON CO., INC.2165603 Edit 12/30/2021 02/07/2022 (220.00)
10997 - RAY O'HERRON CO., INC.2166087 Edit 01/04/2022 02/07/2022 159.06
Invoice Transactions 11 $1,882.97
12607 - ADVANCED WEIGHING SYSTEMS INC. 30898 Edit 01/12/2022 02/07/2022 200.00
12027 - APPLIED CONCEPTS, INC.396463 Edit 01/18/2022 02/07/2022 551.00
10538 - ILLINOIS DEPARTMENT OF
AGRICULTURE
7A001269 Edit 01/12/2022 02/07/2022 800.00
Invoice Transactions 3 $1,551.00Account 5115.001 - Traffic Program Totals
Account 5115.001 - Traffic Program
State Re-certification of Wheel
Load ScaleTraffic Program
Traffic Program
Sciabica
Robles
Uniforms
Uniforms
Account 5095 - Uniforms/Clothing Totals
Sciabica
Wittig
Kalar
Kalar
Wells
Account 5015 - Dues & Subscriptions Totals
Account 5095 - Uniforms/Clothing
Uniforms
Uniforms
Account 5010 - Replacement Supplies Totals
Account 5015 - Dues & Subscriptions
2022 Dues
2022 Dues-Zigterman &
Zambrano
PD
Account 5005 - Office Supplies/Postage Totals
Account 5010 - Replacement Supplies
Replacement Supplies
Office Supplies
Office Supplies
Office Supplies
Office Supplies
Office Supplies
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 20 of 46 28
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 92.24
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 299.66
Invoice Transactions 2 $391.90
12189 - NICK'S EMERGENCY LIGHTING &
MORE
1612 Edit 01/17/2022 02/07/2022 402.50
11020 - ROD BAKER FORD SALES, INC 210037 Edit 01/03/2022 02/07/2022 19.00
Invoice Transactions 2 $421.50
Invoice Transactions 39 $6,096.35
10175 - CARCARE TOWING 21-1206-46185 Edit 12/07/2021 02/07/2022 175.00
11204 - TODD'S BODY SHOP & TOWING 21-07041 Edit 12/08/2021 02/07/2022 125.00
Invoice Transactions 2 $300.00
Invoice Transactions 2 $300.00
Invoice Transactions 197 $97,920.48
10825 - MOTOROLA SOLUTIONS 6230620211201 Edit 01/01/2022 02/07/2022 10.00
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 502.81
Invoice Transactions 2 $512.81
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 54.07
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 54.07
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 54.07
Invoice Transactions 3 $162.21
10891 - OFF THE PRESS 23061 Edit 01/03/2022 02/07/2022 1,369.00
Invoice Transactions 1 $1,369.00
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001073 Paid by EFT # 1684 12/29/2021 01/20/2022 01/20/2022 59.98Ruggles
Account 5005 - Office Supplies/Postage
Field Guide
Account 5005 - Office Supplies/Postage Totals
Account 5015 - Dues & Subscriptions
Account 4005 - Cellular Phones
Acct. 485081837-00002
Acct. 485081837-00002
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Division 07 - PEMA Program
Account 4000 - Telephone/Internet
January 2022
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Division 93 - Contingencies Totals
Unit 05 - Police Department Totals
Unit 07 - PEMA
Account 9300 - Contingencies
21-9923
21-9923
Account 9300 - Contingencies Totals
Account 8060 - Vehicle Maintenance Totals
Division 56 - Police Support Services Totals
Division 93 - Contingencies
Account 8035 - Maintenance Contracts/Lease Totals
Account 8060 - Vehicle Maintenance
M56
M39
Account 8035 - Maintenance Contracts/Lease
Copy Overage
12/28/21 - 01-27-22
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 21 of 46 29
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12120 - ILLINOIS SEARCH & RESCUE
COUNCIL
1040 Edit 01/03/2022 02/07/2022 50.00
Invoice Transactions 2 $109.98
10825 - MOTOROLA SOLUTIONS 16169282 Edit 12/17/2021 02/07/2022 6,670.07
Invoice Transactions 1 $6,670.07
10868 - NICOR 2022-00001125 Edit 12/27/2021 02/07/2022 497.47
Invoice Transactions 1 $497.47
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
Invoice Transactions 1 $149.83
10487 - ADVANCE AUTO PARTS/AAP
FINANCIAL SERVICES
6535200686610 Edit 01/06/2022 02/07/2022 128.68
11020 - ROD BAKER FORD SALES, INC 210117 Edit 01/05/2022 02/07/2022 162.12
11020 - ROD BAKER FORD SALES, INC 210156 Edit 01/06/2022 02/07/2022 43.99
Invoice Transactions 3 $334.79
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001074 Paid by EFT # 1685 12/29/2021 01/20/2022 01/20/2022 409.70
10116 - AWARD EMBLEM MFG. CO., INC.414969 Edit 12/07/2021 02/07/2022 137.10
Invoice Transactions 2 $546.80
Invoice Transactions 16 $10,352.96
Invoice Transactions 16 $10,352.96
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 425.50
Invoice Transactions 1 $425.50
11838 - COMCAST - ACCOUNT #901868063 138246573 Edit 01/15/2022 02/07/2022 1,273.16
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 173.05
Invoice Transactions 2 $1,446.21
Account 4000 - Telephone/Internet
Acct. 901868063
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Division 02 - Administration Program
Account 3000 - Travel/Training
Persons
Account 3000 - Travel/Training Totals
Division 07 - PEMA Program Totals
Unit 07 - PEMA Totals
Unit 08 - Street Department
Account 9300 - Contingencies
Zigterman
Hinchliffe
Account 9300 - Contingencies Totals
Account 8060 - Vehicle Maintenance
P62
P62
P62
Account 8060 - Vehicle Maintenance Totals
Account 8020 - Building Maintenance Totals
Account 8035 - Maintenance Contracts/Lease
12/28/21 - 01-27-22
Account 8035 - Maintenance Contracts/Lease Totals
PEMA STARCOM Radio
Account 8003 - Radio Maintenance Totals
Account 8020 - Building Maintenance
Acct. 1970412000 5
PEMA
Account 5015 - Dues & Subscriptions Totals
Account 8003 - Radio Maintenance
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 22 of 46 30
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 445.35
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 128.18
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 445.26
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 128.18
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 128.18
Invoice Transactions 5 $1,275.15
11938 - PITNEY BOWES, INC. 2022-00001037 Paid by EFT # 1678 01/12/2022 01/12/2022 01/12/2022 50.00
11938 - PITNEY BOWES, INC. 3105268008 Edit 01/04/2022 02/07/2022 61.29
12957 - GARVEY'S OFFICE PRODUCTS PINV2190625 Edit 01/05/2022 02/07/2022 3.78
12957 - GARVEY'S OFFICE PRODUCTS PINV2189112 Edit 01/03/2022 02/07/2022 31.43
12957 - GARVEY'S OFFICE PRODUCTS PINV2194752 Edit 01/12/2022 02/07/2022 66.91
Invoice Transactions 5 $213.41
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 200.00
Invoice Transactions 1 $200.00
Invoice Transactions 14 $3,560.27
13013 - AEP ENERGY, INC.2022-00001099 Edit 01/05/2022 02/07/2022 9,218.44
13013 - AEP ENERGY, INC.2022-00001100 Edit 01/05/2022 02/07/2022 140.08
13013 - AEP ENERGY, INC.2022-00001101 Edit 01/05/2022 02/07/2022 85.57
13013 - AEP ENERGY, INC.2022-00001102 Edit 01/05/2022 02/07/2022 37.42
13013 - AEP ENERGY, INC.2022-00001103 Edit 01/05/2022 02/07/2022 110.65
13013 - AEP ENERGY, INC.2022-00001104 Edit 01/05/2022 02/07/2022 212.99
13013 - AEP ENERGY, INC.2022-00001105 Edit 01/05/2022 02/07/2022 22.62
13013 - AEP ENERGY, INC.2022-00001106 Edit 01/05/2022 02/07/2022 23.10
Acct. 3013130222
Acct. 3013130233
Acct. 3013130277
Acct. 3013130266
Acct. 3013130299
Acct. 3013130323
Acct. 3013130244
Division 02 - Administration Program Totals
Division 60 - Street Maintenance Program
Account 4015 - Electricity/Gas
Acct. 3013130255
Account 5015 - Dues & Subscriptions
Persons
Account 5015 - Dues & Subscriptions Totals
PW
Office Supplies
Office Supplies
Office Supplies
Account 5005 - Office Supplies/Postage Totals
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
PW Postage
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 23 of 46 31
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
13013 - AEP ENERGY, INC.2022-00001107 Edit 01/05/2022 02/07/2022 320.22
13013 - AEP ENERGY, INC.2022-00001108 Edit 01/05/2022 02/07/2022 83.34
13013 - AEP ENERGY, INC.2022-00001109 Edit 01/05/2022 02/07/2022 40.74
13013 - AEP ENERGY, INC.2022-00001110 Edit 01/05/2022 02/07/2022 58.29
13013 - AEP ENERGY, INC.2022-00001111 Edit 01/05/2022 02/07/2022 12,227.38
13013 - AEP ENERGY, INC.2022-00001143 Edit 01/05/2022 02/07/2022 76.46
10238 - COMED 2022-00001049 Edit 12/17/2021 02/07/2022 24.65
10238 - COMED 2022-00001050 Edit 12/17/2021 02/07/2022 125.11
10238 - COMED 2022-00001051 Edit 12/16/2021 02/07/2022 68.54
10238 - COMED 2022-00001085 Edit 01/20/2022 02/07/2022 522.20
10238 - COMED 2022-00001086 Edit 01/21/2022 02/07/2022 315.91
10238 - COMED 2022-00001087 Edit 01/20/2022 02/07/2022 337.56
10238 - COMED 2022-00001112 Edit 12/21/2021 02/07/2022 282.23
10238 - COMED 2022-00001113 Edit 12/17/2021 02/07/2022 175.94
10238 - COMED 2022-00001114 Edit 12/20/2021 02/07/2022 51.97
11969 - CONSTELLATION NEW ENERGY, INC 61318845001 Edit 12/28/2021 02/07/2022 389.45
Invoice Transactions 24 $24,950.86
10767 - MENARDS INC. # 3182 3102 Edit 12/15/2021 02/07/2022 199.90
11888 - WORLD FUEL SERVICES 5065780-41501 Edit 12/23/2021 02/07/2022 14,776.88
Invoice Transactions 2 $14,976.78
10018 - ACE HARDWARE KIN-KO STORES, INC 635837 Edit 11/08/2021 02/07/2022 .95
10018 - ACE HARDWARE KIN-KO STORES, INC 635858 Edit 11/15/2021 02/07/2022 33.99
JEFF OLSON 2022-00001048 Edit 01/04/2022 02/07/2022 35.00
10631 - JUST SAFETY, LTD.36880 Edit 12/23/2021 02/07/2022 15.75
Account 5040 - Supplies/Hardware
Supplies
Supplies
Mailbox Damage
PW First Aid Replenishment
Account 5020 - Gas/Oil/Mileage/Carwash
Fuel for Line Trimmers
Unleaded Fuel
Account 5020 - Gas/Oil/Mileage/Carwash Totals
Acct. 1101143016
Acct. 0721078039
Acct. 7299263-52952
Account 4015 - Electricity/Gas Totals
Acct. 0238143078
Acct. 0768154178
Acct. 1101143016
Acct. 1171000026
Acct. 0066136025
Acct. 3013130288
Acct. 3013130334
Acct. 3013130301
Acct. 9201595010
Acct. 2089129057
Acct. 3013130211
Acct. 3013130356
Acct. 3013130312
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 24 of 46 32
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
KARIE JOHNSON 2022-00001047 Edit 12/30/2021 02/07/2022 35.00
10767 - MENARDS INC. # 3182 3406 Edit 12/22/2021 02/07/2022 27.99
12542 - SITEONE LANDSCAPE SUPPLY, LLC 115575811-001 Edit 01/07/2022 02/07/2022 47.52
11091 - SNAP-ON INDUSTRIAL ARV/51033635 Edit 12/16/2021 02/07/2022 209.98
Invoice Transactions 8 $406.18
12597 - COMPASS MINERALS AMERICA INC 907959 Edit 12/17/2021 02/07/2022 5,506.35
12597 - COMPASS MINERALS AMERICA INC 906967 Edit 12/16/2021 02/07/2022 35,832.63
12597 - COMPASS MINERALS AMERICA INC 905726 Edit 12/15/2021 02/07/2022 10,699.34
12411 - K-TECH SPECIALTY COATINGS INC.202112-K0097 Edit 12/31/2021 02/07/2022 6,575.55
10823 - MORTON SALT, INC.5402446347 Edit 11/30/2021 02/07/2022 36,920.44
10823 - MORTON SALT, INC.5402453517 Edit 12/08/2021 02/07/2022 36,840.80
10823 - MORTON SALT, INC.5402445444 Edit 11/29/2021 02/07/2022 17,921.96
10823 - MORTON SALT, INC.5402454463 Edit 12/09/2021 02/07/2022 21,340.27
10823 - MORTON SALT, INC.5402455565 Edit 12/10/2021 02/07/2022 3,066.87
10823 - MORTON SALT, INC.5402452313 Edit 12/07/2021 02/07/2022 9,262.62
10823 - MORTON SALT, INC.5402447371 Edit 12/01/2021 02/07/2022 21,292.06
Invoice Transactions 11 $205,258.89
10767 - MENARDS INC. # 3182 3468 Edit 12/23/2021 02/07/2022 15.23
Invoice Transactions 1 $15.23
10218 - CINTAS CORPORATION #344 4105511826 Edit 12/22/2021 02/07/2022 73.44
10767 - MENARDS INC. # 3182 1977 Edit 11/19/2021 02/07/2022 39.97
Invoice Transactions 2 $113.41
11689 - FMP 53-411284 Edit 12/17/2021 02/07/2022 101.03
10421 - GENUINE PARTS COMPANY 1236-016589 Edit 12/20/2021 02/07/2022 9.50
10421 - GENUINE PARTS COMPANY 1236-017875 Edit 01/03/2022 02/07/2022 31.95
10421 - GENUINE PARTS COMPANY 3627-3617666 Edit 01/04/2022 02/07/2022 523.46
10437 - GRAINGER 9158734641 Edit 12/22/2021 02/07/2022 285.13
Vehicle Maintenance
Vehicle Maintenance
Vehicle Maintenance
Vehicle Maintenance
1086
Uniforms
Gloves
Account 5095 - Uniforms/Clothing Totals
Account 8060 - Vehicle Maintenance
Account 5055 - Street Sign Maintenance
Sign Shop
Account 5055 - Street Sign Maintenance Totals
Account 5095 - Uniforms/Clothing
Board Approved 11/01/2021
Board Approved 11/01/2021
Board Approved 11/01/2021
Account 5040.003 - Supplies/Hardware-Salt Purchase Totals
Beet Heet
Board Approved 11/01/2021
Board Approved 11/01/2021
Board Approved 11/01/2021
Board Approved 11/01/2021
Account 5040.003 - Supplies/Hardware-Salt Purchase
Board Approved 11/01/2021
107 Tons
Board Approved 11/01/2021
697 Tons
Board Approved 11/01/2021
208 Tons
Mailbox Damage
Supplies
Supplies
Supplies
Account 5040 - Supplies/Hardware Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 25 of 46 33
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10585 - INTERSTATE ALL BATTERY CENTER 1915201033414 Edit 01/05/2022 02/07/2022 22.20
10820 - MONROE TRUCK EQUIPMENT, INC.333573 Edit 05/21/2021 02/07/2022 876.30
10820 - MONROE TRUCK EQUIPMENT, INC.333240 Edit 03/22/2021 02/07/2022 56.32
10820 - MONROE TRUCK EQUIPMENT, INC.336004 Edit 01/03/2022 02/07/2022 65.66
10953 - PLAINFIELD SIGNS, INC.18243 Edit 12/28/2021 02/07/2022 250.00
10953 - PLAINFIELD SIGNS, INC.18228 Edit 12/09/2021 02/07/2022 135.00
11020 - ROD BAKER FORD SALES, INC 209638 Edit 12/21/2021 02/07/2022 51.54
11020 - ROD BAKER FORD SALES, INC 209886 Edit 12/29/2021 02/07/2022 236.92
11118 - STANDARD EQUIPMENT CO.P33770 Edit 01/05/2022 02/07/2022 112.96
11162 - TERMINAL SUPPLY CO.94412-02 Edit 12/23/2021 02/07/2022 15.21
11162 - TERMINAL SUPPLY CO.94412-01 Edit 12/22/2021 02/07/2022 15.21
10189 - TREDROC TIRE SERVICES LLC 7430054990 Edit 12/09/2021 02/07/2022 1,369.39
Invoice Transactions 17 $4,157.78
10760 - MEADE ELECTRIC COMPANY 698815 Edit 12/27/2021 02/07/2022 5,179.85
10760 - MEADE ELECTRIC COMPANY 698882 Edit 12/14/2021 02/07/2022 4,008.90
Invoice Transactions 2 $9,188.75
12671 - CHICAGO MATERIALS CORPORATION 35590 Edit 10/19/2021 02/07/2022 294.15
Invoice Transactions 1 $294.15
10252 - CONTINENTAL WEATHER SERVICE 194205 Edit 01/01/2022 02/07/2022 150.00
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 32.01
12090 - PHYSICIANS IMMEDIATE CARE 2022-00001077 Edit 09/24/2021 02/07/2022 246.47
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 258.89
Invoice Transactions 4 $687.37
Account 8135.004 - Snow Removal
Copy Overage
Patient Account No. 4186807
12/28/21 - 01-27-22
Account 8135 - Contractual Services Totals
Street Maintenance
Account 8131 - Street Maintenance Totals
Account 8135 - Contractual Services
January 2022
Outdated/broken Opticom EVP
Rt 126 & Van Dyke
Damaged cabinet/invoiced for
damage to village property
Account 8130 - Street Light Maintenance Totals
Account 8131 - Street Maintenance
Vehicle Maintenance
Vehicle Maintenance
Account 8060 - Vehicle Maintenance Totals
Account 8130 - Street Light Maintenance
1082-Replace Logo on Truck
Door
Shop Supplies
1031
Vehicle Maintenance
Vehicle Maintenance
Vehicle Maintenance
Vehicle Maintenance
Vehicle Maintenance
1009
New Building Pick-Up-Logo on 2
Doors
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 26 of 46 34
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
13070 - ACSOI, LLC 2108301 Edit 01/06/2022 02/07/2022 5,993.00
13070 - ACSOI, LLC 2108302 Edit 01/07/2022 02/07/2022 5,199.00
13070 - ACSOI, LLC 2108304 Edit 01/19/2022 02/07/2022 3,851.00
13070 - ACSOI, LLC 2108303 Edit 01/17/2022 02/07/2022 1,387.00
10079 - ANTREX, INC.4134 Edit 01/10/2022 02/07/2022 1,152.00
10079 - ANTREX, INC.4132 Edit 01/03/2022 02/07/2022 2,214.00
10079 - ANTREX, INC.4131 Edit 01/03/2022 02/07/2022 1,856.00
10079 - ANTREX, INC.4135 Edit 01/19/2022 02/07/2022 1,088.00
10079 - ANTREX, INC.4136 Edit 01/25/2022 02/07/2022 3,080.00
10079 - ANTREX, INC.4138 Edit 01/28/2022 02/07/2022 684.00
12945 - HANSON LANDSCAPE DESIGN INC.28448 Edit 01/03/2022 02/07/2022 3,260.00
12945 - HANSON LANDSCAPE DESIGN INC.28547 Edit 01/05/2022 02/07/2022 8,000.00
12945 - HANSON LANDSCAPE DESIGN INC.28664 Edit 01/13/2022 02/07/2022 1,408.00
12945 - HANSON LANDSCAPE DESIGN INC.28733 Edit 01/26/2022 02/07/2022 6,643.00
12945 - HANSON LANDSCAPE DESIGN INC.28759 Edit 01/26/2022 02/07/2022 6,502.00
12683 - I.A.P. CONSTRUCTION SR22-1 Edit 01/03/2022 02/07/2022 12,873.50
12683 - I.A.P. CONSTRUCTION SR22-2 Edit 01/11/2022 02/07/2022 1,062.00
12683 - I.A.P. CONSTRUCTION SR22-4 Edit 01/25/2022 02/07/2022 7,176.50
12683 - I.A.P. CONSTRUCTION SR22-3 Edit 01/17/2022 02/07/2022 3,736.00
12643 - LOCAL LAWN CARE & LANDSCAPING 18628 Edit 12/29/2021 02/07/2022 2,165.51
12643 - LOCAL LAWN CARE & LANDSCAPING 18670 Edit 01/03/2022 02/07/2022 2,890.24
12643 - LOCAL LAWN CARE & LANDSCAPING 18695 Edit 01/10/2022 02/07/2022 821.76
12643 - LOCAL LAWN CARE & LANDSCAPING 18776 Edit 01/28/2022 02/07/2022 1,105.92
12643 - LOCAL LAWN CARE & LANDSCAPING 18710 Edit 01/16/2022 02/07/2022 960.00
12643 - LOCAL LAWN CARE & LANDSCAPING 18740 Edit 01/24/2022 02/07/2022 2,801.92
12643 - LOCAL LAWN CARE & LANDSCAPING 18760 Edit 01/26/2022 02/07/2022 2,376.96
11076 - SHREVE SERVICES, INC.6970 Edit 01/10/2022 02/07/2022 4,752.00
11076 - SHREVE SERVICES, INC.6957 Edit 01/01/2022 02/07/2022 16,680.50
01/23/2022
01/24/2022
01/08/2022
01/01/2022
12/28 & 12/29/2021
01/02/2022
01/08/2022
01/28/2022
01/16/2022
01/24 - 01/25/2022
12/28/21, 12/29/21 & 01/01/22
01/08/2022
01/23 - 01/24/2022
01/14/2022
01/28/2022
12/28/2021 & 12/29/2021
01/01/2022 & 01/02/2022
01/08/2021 - 01/09/2022
01/23/2022
01/08/2022
01/01/2022
12/28/2021
01/14/2022
01/23 - 01/24/2022
12/28 & 12/29, 2021
01/01 - 01/02/22
01/14 - 01/15/22
01/08 - 01/09/22
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 27 of 46 35
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11076 - SHREVE SERVICES, INC.6956 Edit 12/29/2021 02/07/2022 8,748.50
11076 - SHREVE SERVICES, INC.6976 Edit 01/28/2022 02/07/2022 2,101.00
11076 - SHREVE SERVICES, INC.6975 Edit 01/28/2022 02/07/2022 22,004.00
11076 - SHREVE SERVICES, INC.6972 Edit 01/15/2022 02/07/2022 7,578.00
12602 - WINNINGER EXCAVATING INC 22-102 Edit 01/06/2022 02/07/2022 20,210.00
12602 - WINNINGER EXCAVATING INC 22-100 Edit 01/06/2022 02/07/2022 10,016.75
12602 - WINNINGER EXCAVATING INC 22-101 Edit 01/06/2022 02/07/2022 1,242.00
12602 - WINNINGER EXCAVATING INC 22-205 Edit 01/24/2022 02/07/2022 11,137.75
12602 - WINNINGER EXCAVATING INC 22-119 Edit 01/13/2022 02/07/2022 651.00
12602 - WINNINGER EXCAVATING INC 22-120 Edit 01/13/2022 02/07/2022 1,302.00
12602 - WINNINGER EXCAVATING INC 22-130 Edit 01/17/2022 02/07/2022 4,285.00
Invoice Transactions 39 $200,995.81
10038 - ALEXANDER EQUIPMENT COMPANY,
INC.
184261 Edit 12/17/2021 02/07/2022 1,877.81
Invoice Transactions 1 $1,877.81
Invoice Transactions 112 $462,923.02
10193 - CENTRAL SOD FARMS, INC.56060 Edit 01/13/2022 02/07/2022 26.00
13019 - FOX LANDSCAPE SUPPLY, LLC 2123 Edit 10/08/2021 02/07/2022 84.00
10767 - MENARDS INC. # 3182 3407 Edit 12/22/2021 02/07/2022 26.63
12542 - SITEONE LANDSCAPE SUPPLY, LLC 115363333-001 Edit 12/21/2021 02/07/2022 2,485.68
12542 - SITEONE LANDSCAPE SUPPLY, LLC 115165145-001 Edit 01/08/2022 02/07/2022 40.00
Invoice Transactions 5 $2,662.31
10093 - ARBOR TEK LANDSCAPE SERVICES,
INC.
19719 Edit 01/03/2022 02/07/2022 1,639.20
10093 - ARBOR TEK LANDSCAPE SERVICES,
INC.
19720 Edit 01/03/2022 02/07/2022 3,483.30
10093 - ARBOR TEK LANDSCAPE SERVICES,
INC.
19721 Edit 01/03/2022 02/07/2022 3,442.32
10093 - ARBOR TEK LANDSCAPE SERVICES,
INC.
19722 Edit 01/03/2022 02/07/2022 3,032.52Emergency Hazard Pruning
12/31/2021
Account 8135 - Contractual Services
Emergency Hazard Pruning
12/10/2021
Emergency Hazard Pruning
12/17/2021
Emergency Hazard Pruning
12/24/2021
Topsoil
Supplies
Weed & Feed and Fertilizer
Spring 2022Supplies
Account 5040 - Supplies/Hardware Totals
Division 60 - Street Maintenance Program Totals
Division 62 - Forestry Program
Account 5040 - Supplies/Hardware
Supplies
Account 8135.004 - Snow Removal Totals
Account 8160 - Equipment Maintenance
1050
Account 8160 - Equipment Maintenance Totals
12/29 - 12/30/21
01/14 - 01/15/2022
12/28/2021
01/02/2022
01/08 - 01/09/2022
01/28/2022
01/23 - 01/24/2022
01/14/2022
01/01 - 01/02/22
12/28/2021
12/28 & 12/29/2021
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 28 of 46 36
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10093 - ARBOR TEK LANDSCAPE SERVICES,
INC.
19723 Edit 01/05/2022 02/07/2022 3,442.32
10093 - ARBOR TEK LANDSCAPE SERVICES,
INC.
19724 Edit 01/05/2022 02/07/2022 737.64
Invoice Transactions 6 $15,777.30
Invoice Transactions 11 $18,439.61
Invoice Transactions 137 $484,922.90
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001071 Paid by EFT # 1682 12/29/2021 01/20/2022 01/20/2022 35.00
Invoice Transactions 1 $35.00
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 90.37
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 36.97
Invoice Transactions 2 $127.34
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 84.64
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 84.64
Invoice Transactions 2 $169.28
11938 - PITNEY BOWES, INC. 2022-00001036 Paid by EFT # 1677 01/11/2022 01/11/2022 01/11/2022 15.82
11278 - WAREHOUSE DIRECT 5127479-0 Edit 12/17/2021 02/07/2022 115.52
12918 - ALLEGRA 120117 Edit 01/21/2022 02/07/2022 83.33
10631 - JUST SAFETY, LTD.36983 Edit 01/24/2022 02/07/2022 14.72
12847 - PITNEY BOWES INC.1019900637 Edit 01/18/2022 02/07/2022 26.91
Invoice Transactions 5 $256.30
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001071 Paid by EFT # 1682 12/29/2021 01/20/2022 01/20/2022 327.88
10203 - CHICAGO METROPOLITAN AGENCY
FOR PLANNING
#FY2022-202 Edit 11/28/2021 02/07/2022 1,577.67
Invoice Transactions 2 $1,905.55
Dues
Account 5015 - Dues & Subscriptions Totals
Account 8035 - Maintenance Contracts/Lease
Postage Meter Ink
Account 5005 - Office Supplies/Postage Totals
Account 5015 - Dues & Subscriptions
Proulx
Account 5005 - Office Supplies/Postage
VH Postage
Office Supplies
AP Checks
VH First Aid
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00001
Account 4005 - Cellular Phones Totals
Account 4000 - Telephone/Internet
Acct. 00114799
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Division 20 - Planning Program
Account 3000 - Travel/Training
Proulx
Account 3000 - Travel/Training Totals
Division 62 - Forestry Program Totals
Unit 08 - Street Department Totals
Unit 09 - Community Development
Emergency Hazard Pruning
01/07/2022
Emergency Hazard Pruning
01/08/2022
Account 8135 - Contractual Services Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 29 of 46 37
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 23.74
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 149.83
Invoice Transactions 2 $173.57
10953 - PLAINFIELD SIGNS, INC.18265 Edit 01/15/2022 02/07/2022 215.00
10953 - PLAINFIELD SIGNS, INC.18212 Edit 11/22/2021 02/07/2022 215.00
10953 - PLAINFIELD SIGNS, INC.18213 Edit 11/24/2021 02/07/2022 215.00
10953 - PLAINFIELD SIGNS, INC.18211 Edit 11/22/2021 02/07/2022 215.00
Invoice Transactions 4 $860.00
10131 - BAXTER & WOODMAN 0230193 Edit 12/20/2021 02/07/2022 97.50
Invoice Transactions 1 $97.50
Invoice Transactions 19 $3,624.54
12949 - ROBERT STERIOTI 2022-00001136 Edit 09/01/2021 02/07/2022 214.00
Invoice Transactions 1 $214.00
12983 - FIRST COMMUNICATIONS LLC 123055461 Edit 01/06/2022 02/07/2022 30.12
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 12.32
Invoice Transactions 2 $42.44
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 253.92
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 94.15
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 253.92
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 94.15
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 70.88
Invoice Transactions 5 $767.02
11938 - PITNEY BOWES, INC. 2022-00001036 Paid by EFT # 1677 01/11/2022 01/11/2022 01/11/2022 15.82
11938 - PITNEY BOWES, INC. 2022-00001037 Paid by EFT # 1678 01/12/2022 01/12/2022 01/12/2022 50.00PW Postage
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
VH Postage
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00001
Acct. 485081837-00002
Account 4000 - Telephone/Internet
Acct. 00114799
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Division 21 - Building Program
Account 3000 - Travel/Training
MM Management
Account 3000 - Travel/Training Totals
Account 8225 - Engineering Fees
Cabinet Tree Site
Account 8225 - Engineering Fees Totals
Division 20 - Planning Program Totals
Public Notices
Public Notices
Public Notices
Account 8050 - Legal Notices Totals
12/28/21 - 01-27-22
Account 8035 - Maintenance Contracts/Lease Totals
Account 8050 - Legal Notices
Public Notices
Copy Overage
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 30 of 46 38
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11938 - PITNEY BOWES, INC. 3105268008 Edit 01/04/2022 02/07/2022 61.28
12918 - ALLEGRA 120117 Edit 01/21/2022 02/07/2022 83.33
12957 - GARVEY'S OFFICE PRODUCTS PINV2190625 Edit 01/05/2022 02/07/2022 3.80
12957 - GARVEY'S OFFICE PRODUCTS PINV2189112 Edit 01/03/2022 02/07/2022 31.45
12957 - GARVEY'S OFFICE PRODUCTS PINV2194752 Edit 01/12/2022 02/07/2022 66.89
10891 - OFF THE PRESS 23064 Edit 01/03/2022 02/07/2022 265.00
12847 - PITNEY BOWES INC.1019900637 Edit 01/18/2022 02/07/2022 26.93
Invoice Transactions 9 $604.50
10532 - ILLINOIS ASSOCIATION CODE
ENFORCEMENT
2022-00001140 Edit 12/31/2021 02/07/2022 40.00
10532 - ILLINOIS ASSOCIATION CODE
ENFORCEMENT
2022-00001141 Edit 12/31/2021 02/07/2022 40.00
Invoice Transactions 2 $80.00
11318 - WILL COUNTY RECORDER 2022-00001138 Edit 01/03/2022 02/07/2022 205.00
Invoice Transactions 1 $205.00
12438 - B & F CONSTRUCTION CODE
SERVICES, INC.
15338 Edit 12/30/2021 02/07/2022 2,477.60
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 32.01
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 258.89
Invoice Transactions 3 $2,768.50
Invoice Transactions 23 $4,681.46
Invoice Transactions 42 $8,306.00
10690 - LANDS' END BUSINESS OUTFITTERS SIN9798326 Edit 01/12/2022 02/07/2022 49.85
Invoice Transactions 1 $49.85
12319 - CONRAD POLYGRAPH, INC 4770 Edit 01/02/2022 02/07/2022 160.00
11117 - STANARD & ASSOCIATES, INC.SA000049222 Edit 12/29/2021 02/07/2022 900.00
Invoice Transactions 2 $1,060.00
Account 8115 - Police Testing/Hiring
Police Testing
Personality Evaluations
Account 8115 - Police Testing/Hiring Totals
Division 02 - Administration Program
Account 5005 - Office Supplies/Postage
Office Supplies
Account 5005 - Office Supplies/Postage Totals
Division 21 - Building Program Totals
Unit 09 - Community Development Totals
Unit 50 - Police Commission
Board Approved 01/03/2022
Copy Overage
12/28/21 - 01-27-22
Account 8135 - Contractual Services Totals
Account 8045 - Recording Fees
12/02/21 - 12/28/21
Account 8045 - Recording Fees Totals
Account 8135 - Contractual Services
Account 5015 - Dues & Subscriptions
Gregory
Weyer
Account 5015 - Dues & Subscriptions Totals
Office Supplies
Catalog Envelopes-PW
Postage Meter Ink
Account 5005 - Office Supplies/Postage Totals
PW
AP Checks
Office Supplies
Office Supplies
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 31 of 46 39
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice Transactions 3 $1,109.85
Invoice Transactions 3 $1,109.85
Invoice Transactions 561 $2,443,806.51
10578 - INTERNAL REVENUE SERVICE 2022-00001019 Paid by Check # 128235 01/07/2022 01/07/2022 01/07/2022 4,877.84
10578 - INTERNAL REVENUE SERVICE 2022-00001056 Paid by Check # 128265 01/21/2022 01/21/2022 01/21/2022 5,058.87
10578 - INTERNAL REVENUE SERVICE 2022-00001147 Paid by Check # 128286 02/04/2022 02/04/2022 02/04/2022 5,010.78
Invoice Transactions 3 $14,947.49
10578 - INTERNAL REVENUE SERVICE 2022-00001019 Paid by Check # 128235 01/07/2022 01/07/2022 01/07/2022 2,952.39
10578 - INTERNAL REVENUE SERVICE 2022-00001056 Paid by Check # 128265 01/21/2022 01/21/2022 01/21/2022 2,994.76
10578 - INTERNAL REVENUE SERVICE 2022-00001147 Paid by Check # 128286 02/04/2022 02/04/2022 02/04/2022 2,996.97
Invoice Transactions 3 $8,944.12
10578 - INTERNAL REVENUE SERVICE 2022-00001019 Paid by Check # 128235 01/07/2022 01/07/2022 01/07/2022 690.47
10578 - INTERNAL REVENUE SERVICE 2022-00001056 Paid by Check # 128265 01/21/2022 01/21/2022 01/21/2022 700.37
10578 - INTERNAL REVENUE SERVICE 2022-00001147 Paid by Check # 128286 02/04/2022 02/04/2022 02/04/2022 700.92
Invoice Transactions 3 $2,091.76
10527 - ILL MUNICIPAL RETIREMENT
REGULAR
2022-00001054 Paid by Check # 128263 01/21/2022 01/21/2022 01/21/2022 14,296.00
Invoice Transactions 1 $14,296.00
10315 - DIVERSIFIED INVESTMENT ADVISORS 2022-00001017 Paid by Check # 128233 01/07/2022 01/07/2022 01/07/2022 1,322.65
10774 - METLIFE 2022-00001020 Paid by Check # 128236 01/07/2022 01/07/2022 01/07/2022 241.79457-METLIFE-PCT - Deferred
Comp Metlife
IMRF - Illinois Municipal
Retirement *
Account 0210.237 - IMRF Payable Totals
Account 0210.241 - Deferred Comp. Plan
457-IPPFA-PCT - Deferred Comp
IPPFA*
FICA - FICA*
FICA - FICA*
Account 0210.223 - Medicare W/H Payable Totals
Account 0210.237 - IMRF Payable
FICA - FICA*
Account 0210.222 - FICA Payable Totals
Account 0210.223 - Medicare W/H Payable
FICA - FICA*
Account 0210.220 - Federal W/H Payable Totals
Account 0210.222 - FICA Payable
FICA - FICA*
FICA - FICA*
Fund 02 - Water and Sewer Fund
Account 0210.220 - Federal W/H Payable
FICA - FICA*
FICA - FICA*
FICA - FICA*
Division 02 - Administration Program Totals
Unit 50 - Police Commission Totals
Fund 01 - General Fund Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 32 of 46 40
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11758 - VANTAGEPOINT TRANSFER AGENTS-
306593
2022-00001025 Paid by Check # 128241 01/07/2022 01/07/2022 01/07/2022 420.52
11758 - VANTAGEPOINT TRANSFER AGENTS-
306593
2022-00001063 Paid by Check # 128272 01/21/2022 01/21/2022 01/21/2022 407.91
10774 - METLIFE 2022-00001057 Paid by Check # 128266 01/21/2022 01/21/2022 01/21/2022 232.52
10315 - DIVERSIFIED INVESTMENT ADVISORS 2022-00001053 Paid by Check # 128262 01/21/2022 01/21/2022 01/21/2022 1,345.98
10315 - DIVERSIFIED INVESTMENT ADVISORS 2022-00001145 Paid by Check # 128284 02/04/2022 02/04/2022 02/04/2022 1,319.80
10774 - METLIFE 2022-00001148 Paid by Check # 128287 02/04/2022 02/04/2022 02/04/2022 255.70
11758 - VANTAGEPOINT TRANSFER AGENTS-
306593
2022-00001153 Paid by Check # 128292 02/04/2022 02/04/2022 02/04/2022 417.82
Invoice Transactions 9 $5,964.69
11244 - UNITED WAY OF WILL COUNTY 2022-00001024 Paid by Check # 128240 01/07/2022 01/07/2022 01/07/2022 3.35
11244 - UNITED WAY OF WILL COUNTY 2022-00001062 Paid by Check # 128271 01/21/2022 01/21/2022 01/21/2022 3.35
11244 - UNITED WAY OF WILL COUNTY 2022-00001152 Paid by Check # 128291 02/04/2022 02/04/2022 02/04/2022 3.35
Invoice Transactions 3 $10.05
10030 - AFLAC 2022-00001016 Paid by Check # 128232 01/07/2022 01/07/2022 01/07/2022 30.49
10030 - AFLAC 2022-00001052 Paid by Check # 128261 01/21/2022 01/21/2022 01/21/2022 30.49
10030 - AFLAC 2022-00001144 Paid by Check # 128283 02/04/2022 02/04/2022 02/04/2022 30.49
Invoice Transactions 3 $91.47
10030 - AFLAC 2022-00001016 Paid by Check # 128232 01/07/2022 01/07/2022 01/07/2022 21.85
10030 - AFLAC 2022-00001052 Paid by Check # 128261 01/21/2022 01/21/2022 01/21/2022 21.85
Account 0210.245 - AFLAC Post-Tax
AFLAC - PRETAX - AFLAC
Pretax*AFLAC - PRETAX - AFLAC
Pretax*
Account 0210.244 - AFLAC Pre-Tax
AFLAC - PRETAX - AFLAC
Pretax*
AFLAC - PRETAX - AFLAC
Pretax*
AFLAC - PRETAX - AFLAC
Pretax*Account 0210.244 - AFLAC Pre-Tax Totals
Account 0210.243 - United Way Donations
UNITED WAY - United Way of
Will County
UNITED WAY - United Way of
Will County
UNITED WAY - United Way of
Will County Account 0210.243 - United Way Donations Totals
457-IPPFA-PCT - Deferred Comp
IPPFA*
457-METLIFE-PCT - Deferred
Comp Metlife
457-ICMA-FLAT - Deferred
Comp ICMA*
Account 0210.241 - Deferred Comp. Plan Totals
457-ICMA-FLAT - Deferred
Comp ICMA*
457-ICMA-FLAT - Deferred
Comp ICMA*
457-METLIFE-PCT - Deferred
Comp Metlife
457-IPPFA-PCT - Deferred Comp
IPPFA*
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 33 of 46 41
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10030 - AFLAC 2022-00001144 Paid by Check # 128283 02/04/2022 02/04/2022 02/04/2022 21.85
Invoice Transactions 3 $65.55
11124 - STATE DISBURSEMENT UNIT 2022-00001023 Paid by Check # 128239 01/07/2022 01/07/2022 01/07/2022 369.86
11124 - STATE DISBURSEMENT UNIT 2022-00001061 Paid by Check # 128270 01/21/2022 01/21/2022 01/21/2022 369.86
11124 - STATE DISBURSEMENT UNIT 2022-00001151 Paid by Check # 128290 02/04/2022 02/04/2022 02/04/2022 369.86
Invoice Transactions 3 $1,109.58
11154 - SWAHM-INSURANCE 2022-00001142 Paid by EFT # 1688 02/01/2022 02/01/2022 02/01/2022 17,314.44
Invoice Transactions 1 $17,314.44
11266 - VILLAGE OF PLAINFIELD 2022-00001026 Paid by Check # 128242 01/07/2022 01/07/2022 01/07/2022 234.26
11266 - VILLAGE OF PLAINFIELD 2022-00001064 Paid by Check # 128273 01/21/2022 01/21/2022 01/21/2022 234.32
11266 - VILLAGE OF PLAINFIELD 2022-00001154 Paid by Check # 128293 02/04/2022 02/04/2022 02/04/2022 234.32
Invoice Transactions 3 $702.90
10854 - NCPERS GROUP LIFE INS.2022-00001021 Paid by Check # 128237 01/07/2022 01/07/2022 01/07/2022 26.72
10854 - NCPERS GROUP LIFE INS.2022-00001059 Paid by Check # 128268 01/21/2022 01/21/2022 01/21/2022 26.72
10854 - NCPERS GROUP LIFE INS.2022-00001149 Paid by Check # 128288 02/04/2022 02/04/2022 02/04/2022 26.72
Invoice Transactions 3 $80.16
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 51.91
Invoice Transactions 1 $51.91
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 180.32
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 236.16
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 170.54
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00001
Unit 10 - Water Department
Division 02 - Administration Program
Account 4000 - Telephone/Internet
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 0210.301 - Employee Life Insurance
SUP LIFE INS - NCPERS
SUP LIFE INS - NCPERS
SUP LIFE INS - NCPERS
Account 0210.301 - Employee Life Insurance Totals
FSA MED PT - Discovery Benefits
Medical*
FSA MED PT - Discovery Benefits
Medical*FSA MED PT - Discovery Benefits
Medical*
Account 0210.249 - Flex 125-FSA Totals
Account 0210.247 - Employee Insurance Benefit
February 2022 Insurance
Account 0210.247 - Employee Insurance Benefit Totals
Account 0210.249 - Flex 125-FSA
Account 0210.246 - Child Support/Maintenance Assignment
CHILD SUPPORT - Child Support
Wage Assignment*CHILD SUPPORT - Child Support
Wage Assignment*
CHILD SUPPORT - Child Support
Wage Assignment*
Account 0210.246 - Child Support/Maintenance Assignment Totals
AFLAC - PRETAX - AFLAC
Pretax*Account 0210.245 - AFLAC Post-Tax Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 34 of 46 42
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 236.16
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 236.12
Invoice Transactions 5 $1,059.30
11938 - PITNEY BOWES, INC. 2022-00001036 Paid by EFT # 1677 01/11/2022 01/11/2022 01/11/2022 218.36
11938 - PITNEY BOWES, INC. 2022-00001037 Paid by EFT # 1678 01/12/2022 01/12/2022 01/12/2022 50.00
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 8.70
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001076 Paid by EFT # 1687 12/29/2021 01/20/2022 01/20/2022 13.49
12957 - GARVEY'S OFFICE PRODUCTS PINV2193077 Edit 01/10/2022 02/07/2022 69.85
12957 - GARVEY'S OFFICE PRODUCTS PINV2190625 Edit 01/05/2022 02/07/2022 3.80
12957 - GARVEY'S OFFICE PRODUCTS PINV2189112 Edit 01/03/2022 02/07/2022 31.45
12957 - GARVEY'S OFFICE PRODUCTS PINV2194752 Edit 01/12/2022 02/07/2022 66.91
12957 - GARVEY'S OFFICE PRODUCTS PINV2194848 Edit 01/12/2022 02/07/2022 70.40
12847 - PITNEY BOWES INC.1019900637 Edit 01/18/2022 02/07/2022 26.91
12918 - ALLEGRA 120117 Edit 01/21/2022 02/07/2022 83.33
11938 - PITNEY BOWES, INC. 3105268008 Edit 01/04/2022 02/07/2022 61.28
11278 - WAREHOUSE DIRECT 5147794-0 Edit 01/17/2022 02/07/2022 22.42
11278 - WAREHOUSE DIRECT 5131572-0 Edit 12/22/2021 02/07/2022 5.60
11318 - WILL COUNTY RECORDER 2022-00001138 Edit 01/03/2022 02/07/2022 20.50
Invoice Transactions 15 $753.00
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 242.50
Invoice Transactions 1 $242.50
10631 - JUST SAFETY, LTD.36880 Edit 12/23/2021 02/07/2022 15.75
Invoice Transactions 1 $15.75
10389 - FIRST MIDWEST BANK - LOCKBOX 2022-00001078 Paid by EFT # 101 12/31/2021 01/11/2022 01/11/2022 187.11
12201 - VANCO SERVICES 00012177576 Paid by EFT # 1670 01/03/2022 01/18/2022 01/18/2022 209.25
11192 - THIRD MILLENNIUM ASSOCIATES,
INC.
27151 Edit 12/31/2021 02/07/2022 988.49
12713 - UMB Bank, N.A.912038 Edit 01/11/2022 02/07/2022 172.25
December 2021 Lockbox Fees
December 2021
January 2022
PL15
Account 5040 - Supplies/Hardware
PW First Aid Replenishment
Account 5040 - Supplies/Hardware Totals
Account 8135 - Contractual Services
Account 5015 - Dues & Subscriptions
Persons
Account 5015 - Dues & Subscriptions Totals
PW
Office Supplies
Office Supplies
12/02/21 - 12/28/21
Account 5005 - Office Supplies/Postage Totals
Office Supplies
Office Supplies
Office Supplies
Postage Meter Ink
AP Checks
PW Postage
Persons
Kastrantas
Office Supplies
Office Supplies
Acct. 485081837-00002
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
VH Postage
Acct. 485081837-00002
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 35 of 46 43
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11838 - COMCAST - ACCOUNT #901868063 138246573 Edit 01/15/2022 02/07/2022 1,273.16
Invoice Transactions 5 $2,830.26
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001032 Paid by EFT # 1673 12/31/2021 01/07/2022 01/07/2022 170.11
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001033 Paid by EFT # 1674 12/31/2021 01/07/2022 01/07/2022 1,127.93
Invoice Transactions 2 $1,298.04
10131 - BAXTER & WOODMAN 0229721 Edit 12/17/2021 02/07/2022 225.00
10131 - BAXTER & WOODMAN 0229690 Edit 12/17/2021 02/07/2022 5,026.25
10131 - BAXTER & WOODMAN 0229678 Edit 12/17/2021 02/07/2022 885.00
Invoice Transactions 3 $6,136.25
Invoice Transactions 33 $12,387.01
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 124.59
Invoice Transactions 1 $124.59
11969 - CONSTELLATION NEW ENERGY, INC 61318845001 Edit 12/28/2021 02/07/2022 14,446.84
10868 - NICOR 2022-00001067 Edit 12/21/2021 02/07/2022 1,452.79
10868 - NICOR 2022-00001090 Edit 01/21/2022 02/07/2022 360.52
10868 - NICOR 2022-00001121 Edit 12/28/2021 02/07/2022 168.12
10868 - NICOR 2022-00001123 Edit 12/21/2021 02/07/2022 292.46
Invoice Transactions 5 $16,720.73
10018 - ACE HARDWARE KIN-KO STORES, INC 635920 Edit 12/23/2021 02/07/2022 11.97
10437 - GRAINGER 9155707202 Edit 12/20/2021 02/07/2022 212.88
10767 - MENARDS INC. # 3182 3080 Edit 12/14/2021 02/07/2022 7.38
11240 - UNDERGROUND PIPE & VALVE CO 052871 Edit 12/22/2021 02/07/2022 2,247.50
Supplies
Supplies
Supplies
Acct. 82178910004
Account 4015 - Electricity/Gas Totals
Account 5040 - Supplies/Hardware
Supplies
Account 4015 - Electricity/Gas
Acct. 7299263-52952
Acct. 76243772175
Acct. 82178910004
Acct. 84403020005
Division 30 - Water Distribution Program
Account 4000 - Telephone/Internet
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Water System Master Plan
Update
Account 8225 - Engineering Fees Totals
Division 02 - Administration Program Totals
Account 8135.008 - Settlement Charges Totals
Account 8225 - Engineering Fees
Boil Order Assistance
Water Model and Master Plan
Update
Account 8135 - Contractual Services Totals
Account 8135.008 - Settlement Charges
Utilities December 2021
Utilities Web December 2021
Acct. 901868063
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 36 of 46 44
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice Transactions 4 $2,479.73
11689 - FMP 53-411284 Edit 12/17/2021 02/07/2022 101.02
10820 - MONROE TRUCK EQUIPMENT, INC.79846 Edit 01/03/2022 02/07/2022 2,074.00
Invoice Transactions 2 $2,175.02
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 32.01
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 258.89
Invoice Transactions 2 $290.90
10063 - AMERICAN WATER 4000227936 Edit 01/03/2022 02/07/2022 33,213.71
10063 - AMERICAN WATER 4000227938 Edit 01/03/2022 02/07/2022 920,880.81
Invoice Transactions 2 $954,094.52
13140 - MICROBAC LABORATORIES INC.LA1L00614 Paid by Check # 128250 12/17/2021 01/14/2022 01/14/2022 390.00
13140 - MICROBAC LABORATORIES INC.LA1L00776 Paid by Check # 128250 12/23/2021 01/14/2022 01/14/2022 338.00
13140 - MICROBAC LABORATORIES INC.LA2A00140 Paid by Check # 128250 01/07/2022 01/14/2022 01/14/2022 495.00
13140 - MICROBAC LABORATORIES INC.LA2A00257 Paid by Check # 128250 01/13/2022 01/14/2022 01/14/2022 495.00
Invoice Transactions 4 $1,718.00
Invoice Transactions 20 $977,603.49
Invoice Transactions 53 $989,990.50
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 89.99
Invoice Transactions 1 $89.99
11262 - VERIZON WIRELESS 9893347729 Paid by Check # 128254 11/21/2021 01/14/2022 01/14/2022 107.62
11262 - VERIZON WIRELESS 9893347730 Paid by Check # 128255 11/21/2021 01/14/2022 01/14/2022 44.05
11262 - VERIZON WIRELESS 9895585382 Paid by Check # 128257 12/21/2021 01/14/2022 01/14/2022 117.89
Account 4005 - Cellular Phones
Acct. 485081837-00001
Acct. 485081837-00002
Acct. 485081837-00001
Unit 11 - Sewer Department
Division 02 - Administration Program
Account 4000 - Telephone/Internet
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Account 8200 - EPA Analytical Totals
Division 30 - Water Distribution Program Totals
Unit 10 - Water Department Totals
Account 8200 - EPA Analytical
EPA Analytical
EPA Analytical
EPA Analytical
EPA Analytical
Account 8135.003 - Lake Michigan Water Purchase
December 2021
December 2021
Account 8135.003 - Lake Michigan Water Purchase Totals
Account 8135 - Contractual Services
Copy Overage
12/28/21 - 01-27-22
Account 8135 - Contractual Services Totals
Account 8060 - Vehicle Maintenance
Vehicle Maintenance
1003
Account 8060 - Vehicle Maintenance Totals
Account 5040 - Supplies/Hardware Totals
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 37 of 46 45
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11262 - VERIZON WIRELESS 9895585383 Paid by Check # 128258 12/21/2021 01/14/2022 01/14/2022 44.05
11262 - VERIZON WIRELESS 9897824662 Edit 01/21/2022 02/07/2022 44.05
10437 - GRAINGER 9160945805 Edit 12/27/2021 02/07/2022 59.85
Invoice Transactions 6 $417.51
11938 - PITNEY BOWES, INC. 2022-00001036 Paid by EFT # 1677 01/11/2022 01/11/2022 01/11/2022 218.36
11938 - PITNEY BOWES, INC. 2022-00001037 Paid by EFT # 1678 01/12/2022 01/12/2022 01/12/2022 50.00
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001076 Paid by EFT # 1687 12/29/2021 01/20/2022 01/20/2022 13.49
12957 - GARVEY'S OFFICE PRODUCTS PINV2190625 Edit 01/05/2022 02/07/2022 3.80
12957 - GARVEY'S OFFICE PRODUCTS PINV2189112 Edit 01/03/2022 02/07/2022 31.45
12957 - GARVEY'S OFFICE PRODUCTS PINV2194752 Edit 01/12/2022 02/07/2022 66.91
12957 - GARVEY'S OFFICE PRODUCTS PINV2194848 Edit 01/12/2022 02/07/2022 70.39
12847 - PITNEY BOWES INC.1019900637 Edit 01/18/2022 02/07/2022 26.91
11938 - PITNEY BOWES, INC. 3105268008 Edit 01/04/2022 02/07/2022 61.28
11278 - WAREHOUSE DIRECT 5131572-0 Edit 12/22/2021 02/07/2022 5.59
11318 - WILL COUNTY RECORDER 2022-00001138 Edit 01/03/2022 02/07/2022 20.50
12918 - ALLEGRA 120117 Edit 01/21/2022 02/07/2022 83.35
Invoice Transactions 12 $652.03
10387 - FIRST MIDWEST - BANKCARD
PROCESSING
2022-00001069 Paid by EFT # 1680 12/29/2021 01/20/2022 01/20/2022 242.50
Invoice Transactions 1 $242.50
10631 - JUST SAFETY, LTD.36880 Edit 12/23/2021 02/07/2022 15.75
Invoice Transactions 1 $15.75
10767 - MENARDS INC. # 3182 3678 Edit 12/30/2021 02/07/2022 59.99
Invoice Transactions 1 $59.99
10389 - FIRST MIDWEST BANK - LOCKBOX 2022-00001078 Paid by EFT # 101 12/31/2021 01/11/2022 01/11/2022 187.05
12201 - VANCO SERVICES 00012177576 Paid by EFT # 1670 01/03/2022 01/18/2022 01/18/2022 209.31
11192 - THIRD MILLENNIUM ASSOCIATES,
INC.
27151 Edit 12/31/2021 02/07/2022 988.79
Account 8135 - Contractual Services
December 2021 Lockbox Fees
December 2021
January 2022
Account 5040 - Supplies/Hardware Totals
Account 8020 - Building Maintenance
Building Maintenance
Account 8020 - Building Maintenance Totals
Persons
Account 5015 - Dues & Subscriptions Totals
Account 5040 - Supplies/Hardware
PW First Aid Replenishment
12/02/21 - 12/28/21
AP Checks
Account 5005 - Office Supplies/Postage Totals
Account 5015 - Dues & Subscriptions
Office Supplies
Office Supplies
Postage Meter Ink
PW
Office Supplies
VH Postage
PW Postage
Kastrantas
Office Supplies
Office Supplies
Acct. 485081837-00002
Doyle-Phone Case
Account 4005 - Cellular Phones Totals
Account 5005 - Office Supplies/Postage
Acct. 485081837-00002
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 38 of 46 46
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
12713 - UMB Bank, N.A.912038 Edit 01/11/2022 02/07/2022 172.25
11838 - COMCAST - ACCOUNT #901868063 138246573 Edit 01/15/2022 02/07/2022 1,273.16
Invoice Transactions 5 $2,830.56
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001032 Paid by EFT # 1673 12/31/2021 01/07/2022 01/07/2022 170.16
12725 - AUTOMATED MERCHANT SYSTEMS
INC
2022-00001033 Paid by EFT # 1674 12/31/2021 01/07/2022 01/07/2022 1,128.27
Invoice Transactions 2 $1,298.43
Invoice Transactions 29 $5,606.76
13154 - PEERLESS NETWORK, INC.485795 Edit 01/15/2022 02/07/2022 239.20
Invoice Transactions 1 $239.20
10238 - COMED 2022-00001088 Edit 01/20/2022 02/07/2022 63.66
11969 - CONSTELLATION NEW ENERGY, INC 61318845001 Edit 12/28/2021 02/07/2022 42,321.57
10868 - NICOR 2022-00001122 Edit 12/27/2021 02/07/2022 2,998.85
10868 - NICOR 2022-00001124 Edit 12/22/2021 02/07/2022 167.93
Invoice Transactions 4 $45,552.01
11253 - USABLUEBOOK 827739 Edit 12/22/2021 02/07/2022 437.77
Invoice Transactions 1 $437.77
12642 - NCL OF WISCONSIN INC.464129 Edit 12/20/2021 02/07/2022 547.89
10961 - POLYDYNE INC 1601419 Edit 12/17/2021 02/07/2022 2,515.14
10961 - POLYDYNE INC 1604677 Edit 01/04/2022 02/07/2022 2,515.14
12582 - USALCO 20214425 Edit 12/01/2021 02/07/2022 4,118.88
Invoice Transactions 4 $9,697.05
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165713 Edit 01/10/2022 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165714 Edit 01/10/2022 02/07/2022 36.00
Account 5070 - Chemicals Totals
Account 5085 - Industrial Flow Monitor
Industrials
Industrials
Account 5070 - Chemicals
Chemicals
Chemicals
Clarifloc
Board Approved 06/07/21
Account 4015 - Electricity/Gas Totals
Account 5010 - Replacement Supplies
Replacement Supplies
Account 5010 - Replacement Supplies Totals
Account 4015 - Electricity/Gas
Acct. 0195025060
Acct. 7299263-52952
Acct. 39188020000
Acct. 05663020005
Division 40 - Sewer Treatment Program
Account 4000 - Telephone/Internet
Acct. 1211165
Account 4000 - Telephone/Internet Totals
Utilities Web December 2021
Account 8135.008 - Settlement Charges Totals
Division 02 - Administration Program Totals
Acct. 901868063
Account 8135 - Contractual Services Totals
Account 8135.008 - Settlement Charges
Utilities December 2021
PL15
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 39 of 46 47
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165443 Edit 12/21/2021 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165442 Edit 12/21/2021 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165597 Edit 01/04/2022 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165598 Edit 01/04/2022 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165648 Edit 01/06/2022 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165268 Edit 12/13/2021 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165267 Edit 12/13/2021 02/07/2022 36.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
164948 Edit 11/29/2021 02/07/2022 72.00
Invoice Transactions 10 $396.00
11253 - USABLUEBOOK 826523 Edit 12/21/2021 02/07/2022 476.76
Invoice Transactions 1 $476.76
11689 - FMP 53-411284 Edit 12/17/2021 02/07/2022 101.05
10613 - JIM'S TRUCK INSPECTION & REPAIR 189616 Edit 12/29/2021 02/07/2022 37.00
Invoice Transactions 2 $138.05
12934 - COTG - A XEROX COMPANY IN3239476 Edit 01/04/2022 02/07/2022 32.01
11864 - ETP LABS INC 21-52613 Edit 12/29/2021 02/07/2022 480.00
11864 - ETP LABS INC 21-135647 Edit 12/29/2021 02/07/2022 80.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165687 Edit 01/07/2022 02/07/2022 108.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165688 Edit 01/07/2022 02/07/2022 108.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165609 Edit 01/04/2022 02/07/2022 54.00
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165629 Edit 01/05/2022 02/07/2022 22.50
10386 - FIRST ENVIRONMENTAL
LABORATORIES, INC.
165287 Edit 12/14/2021 02/07/2022 108.00
12848 - HYDROVISION TECHNOLOGY LLC 2021 Edit 12/22/2021 02/07/2022 36,265.68
12910 - XEROX FINANCIAL SERVICES 3014034 Edit 01/08/2022 02/07/2022 258.89
Invoice Transactions 10 $37,517.08Account 8135 - Contractual Services Totals
Account 8160 - Equipment Maintenance
Chloride
Phosphorus
Local Limits Nitrate/Nitrite
Board Approved 09/20/2021
12/28/21 - 01-27-22
Copy Overage
Sludge Haul
Coliform Total
Nitrogen
Nitrogen
Vehicle Maintenance
Vehicle Maintenance
Account 8060 - Vehicle Maintenance Totals
Account 8135 - Contractual Services
Account 5095 - Uniforms/Clothing
Uniforms
Account 5095 - Uniforms/Clothing Totals
Account 8060 - Vehicle Maintenance
Industrials
Industrials
Industrials
Account 5085 - Industrial Flow Monitor Totals
Industrials
Industrials
Industrials
Industrials
Industrials
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 40 of 46 48
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
10437 - GRAINGER 9160625340 Edit 12/27/2021 02/07/2022 43.68
10585 - INTERSTATE ALL BATTERY CENTER 1915201033440 Edit 01/06/2022 02/07/2022 119.04
11298 - WEST SIDE TRACTOR SALES K75942 Edit 12/20/2021 02/07/2022 526.90
Invoice Transactions 3 $689.62
10437 - GRAINGER 9164084353 Edit 12/30/2021 02/07/2022 376.99
10437 - GRAINGER 9169120624 Edit 01/05/2022 02/07/2022 525.74
10437 - GRAINGER 9167883983 Edit 01/05/2022 02/07/2022 376.99
10986 - R & R SEPTIC AND SEWER SERVICE 21-4411 Edit 12/28/2021 02/07/2022 1,100.00
Invoice Transactions 4 $2,379.72
Invoice Transactions 40 $97,523.26
Invoice Transactions 69 $103,130.02
10131 - BAXTER & WOODMAN 0229688 Edit 12/17/2021 02/07/2022 15,557.37
10131 - BAXTER & WOODMAN 0229684 Edit 12/17/2021 02/07/2022 25,680.00
12799 - PERFORMANCE PIPELINING, INC.2022-00001079 Edit 01/10/2022 02/07/2022 363,379.50
Invoice Transactions 3 $404,616.87
10131 - BAXTER & WOODMAN 0229683 Edit 12/17/2021 02/07/2022 7,299.37
Invoice Transactions 1 $7,299.37
10131 - BAXTER & WOODMAN 0229707 Edit 12/17/2021 02/07/2022 1,485.00
13163 - DYNAMIC INDUSTRIAL SERVICES INC. 1157 Edit 11/24/2021 02/07/2022 172,900.00
Invoice Transactions 2 $174,385.00
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
338405 Paid by Check # 128275 11/23/2021 01/24/2022 01/25/2022 3,125.00
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
343123 Paid by Check # 128275 01/12/2022 01/24/2022 01/25/2022 180.00
Account 8135 - Contractual Services
Asset Management Software
Asset Management Software
Account 8134.003 - Tower Improvements
127th St. Reservoir Construction
Services
127th St. Reservoir Painting
Board App. 8-2-21
Account 8134.003 - Tower Improvements Totals
Account 8133.008 - Old Town Reconstruction Totals
Account 8134.001 - Lift Station Improvements
James Street Pump Station
Improvements
Account 8134.001 - Lift Station Improvements Totals
Division 91 - Capital
Account 8133.008 - Old Town Reconstruction
Old Town Sanitary-CS
Old Town East - Lockport and
Eastern
Old Town Sanitary Rehabilitation
B.A. 6/7/2021 Pmt. 3
Division 40 - Sewer Treatment Program Totals
Unit 11 - Sewer Department Totals
Unit 12 - Utility Expansion
Clarifier 6
Clarifier 6
Newkirk Drive
Account 8185 - System Maintenance Totals
1045
Account 8160 - Equipment Maintenance Totals
Account 8185 - System Maintenance
Clarifier 6
BFP #1
Equipment Maintenance
Run by Kristin Partyka on 02/03/2022 11:52:52 AM Page 41 of 46 49
Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
341524 Paid by Check # 128275 12/30/2021 01/24/2022 01/25/2022 180.00
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
340688 Paid by Check # 128275 12/17/2021 01/24/2022 01/25/2022 180.00
10131 - BAXTER & WOODMAN 0229687 Edit 12/17/2021 02/07/2022 2,010.00
Invoice Transactions 5 $5,675.00
10131 - BAXTER & WOODMAN 0229682 Edit 12/17/2021 02/07/2022 1,200.00
Invoice Transactions 1 $1,200.00
10131 - BAXTER & WOODMAN 0229712 Edit 12/17/2021 02/07/2022 15,697.56
Invoice Transactions 1 $15,697.56
Invoice Transactions 13 $608,873.80
Invoice Transactions 13 $608,873.80
Invoice Transactions 173 $1,767,612.53
10770 - MESIROW INSURANCE SERVICES,
INC.
1840441 Edit 12/28/2021 02/07/2022 1,588.00
Invoice Transactions 1 $1,588.00
Invoice Transactions 1 $1,588.00
Invoice Transactions 1 $1,588.00
Invoice Transactions 1 $1,588.00
12415 - AMERICAN TRAFFIC SOLUTIONS INV0025837 Edit 12/31/2021 02/07/2022 9,190.00
Account 8135 - Contractual Services
December 2021
Fund 07 - Tort Immunity Fund Totals
Fund 11 - Capital Improvement Fund
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
Account 8300 - Commercial Umbrella Liability Totals
Division 00 - Non-Divisional Totals
Unit 00 - Non-Departmental Totals
Fund 07 - Tort Immunity Fund
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
Account 8300 - Commercial Umbrella Liability
02/04/22 - 03/04/23
Division 91 - Capital Totals
Unit 12 - Utility Expansion Totals
Fund 02 - Water and Sewer Fund Totals
Account 8225 - Engineering Fees Totals
Account 9120 - Machinery and Equipment
Aeration Blowers and Controls
Account 9120 - Machinery and Equipment Totals
IEPA Loan Assist.
Lockport/Eastern WM
Replacement
Account 8135 - Contractual Services Totals
Account 8225 - Engineering Fees
143rd St. and Plainfield Rd.
Water Main Loop
Asset Management Software
Asset Management Software
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
11969 - CONSTELLATION NEW ENERGY, INC 61318845001 Edit 12/28/2021 02/07/2022 37.45
Invoice Transactions 2 $9,227.45
Invoice Transactions 2 $9,227.45
10131 - BAXTER & WOODMAN 0229726 Edit 12/17/2021 02/07/2022 610.56
10131 - BAXTER & WOODMAN 0230185 Edit 12/20/2021 02/07/2022 502.50
10131 - BAXTER & WOODMAN 0230179 Edit 12/20/2021 02/07/2022 133.75
10131 - BAXTER & WOODMAN 0229732 Edit 12/17/2021 02/07/2022 1,123.75
10131 - BAXTER & WOODMAN 0229701 Edit 12/17/2021 02/07/2022 1,662.50
Invoice Transactions 5 $4,033.06
10131 - BAXTER & WOODMAN 0229679 Edit 12/17/2021 02/07/2022 436.25
10131 - BAXTER & WOODMAN 0230189 Edit 12/20/2021 02/07/2022 410.00
10131 - BAXTER & WOODMAN 0230184 Edit 12/20/2021 02/07/2022 166.25
13159 - SIERRA CONSTRUCTION AND
CONCRETE
002 Edit 09/20/2021 02/07/2022 2,200.00
13159 - SIERRA CONSTRUCTION AND
CONCRETE
001 Edit 09/20/2021 02/07/2022 2,700.00
13114 - WHEATLAND TITLE COMPANY SAI-WL-6756.0 Edit 11/30/2020 02/07/2022 670.00
13114 - WHEATLAND TITLE COMPANY SAI-WL-6757.0 Edit 11/30/2020 02/07/2022 674.00
Invoice Transactions 7 $7,256.50
12189 - NICK'S EMERGENCY LIGHTING &
MORE
1589 Edit 12/14/2021 02/07/2022 4,119.38
12189 - NICK'S EMERGENCY LIGHTING &
MORE
1588 Edit 12/14/2021 02/07/2022 4,119.38
Invoice Transactions 2 $8,238.76
Account 9120.005 - Machinery and Equipment-Police
Install - M-13
New Squad Install - M21
Account 9120.005 - Machinery and Equipment-Police Totals
15231 Poppy
15301 Poppy
Lockport Street Sidewalk DCEO
Lockport Street Sidewalk DCEO
Account 9112 - Sidewalk Curb & Bikepath Replace Totals
Account 9112 - Sidewalk Curb & Bikepath Replace
Fort Beggs Bike Path
Fort Beggs Path DCEO Grant
App.
Riverfront Bike Path DCEO Grant
App.
Des Plaines St. Parking Options
GM104 Standard Detail
Consultation
FRA Quiet Zone Inspections &
Assistance
Walkers Grove LOMR
Account 8225 - Engineering Fees Totals
Division 00 - Non-Divisional Totals
Division 91 - Capital
Account 8225 - Engineering Fees
135th at Ridge Rd. Traffic Signal
Warrant Analysis
Acct. 7299263-52952
Account 8135 - Contractual Services Totals
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
338405 Paid by Check # 128275 11/23/2021 01/24/2022 01/25/2022 3,125.00
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
343123 Paid by Check # 128275 01/12/2022 01/24/2022 01/25/2022 180.00
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
341524 Paid by Check # 128275 12/30/2021 01/24/2022 01/25/2022 180.00
13148 - CENTRAL SQUARE TECHNOLOGIES,
LLC
340688 Paid by Check # 128275 12/17/2021 01/24/2022 01/25/2022 180.00
10437 - GRAINGER 9160625357 Edit 12/27/2021 02/07/2022 397.74
11091 - SNAP-ON INDUSTRIAL ARV/51068202 Edit 12/18/2021 02/07/2022 803.71
Invoice Transactions 6 $4,866.45
10111 - AUSTIN TYLER CONSTRUCTION, LLC 1751-16 Edit 11/01/2021 02/07/2022 95,700.00
Invoice Transactions 1 $95,700.00
13156 - V3 WETLAND RESTORATION, LLC 2022-00001040 Paid by Check # 128253 01/13/2022 01/14/2022 01/14/2022 37,680.00
12186 - STRAND ASSOCIATES, INC 0178402 Edit 12/20/2021 02/07/2022 2,926.13
Invoice Transactions 2 $40,606.13
10131 - BAXTER & WOODMAN 0230187 Edit 12/20/2021 02/07/2022 1,801.25
12890 - RAMIRO GUZMAN LANDSCAPING,
INC.
08049 Edit 01/01/2022 02/07/2022 1,225.00
Invoice Transactions 2 $3,026.25
12963 - CLARK DIETZ, INC.432932 Edit 12/08/2021 02/07/2022 1,650.00
10758 - MCSHANE-FLEMING STUDIOS 117997 Edit 01/02/2022 02/07/2022 150.00
10758 - MCSHANE-FLEMING STUDIOS 117996 Edit 01/02/2022 02/07/2022 150.00
10758 - MCSHANE-FLEMING STUDIOS 117995 Edit 01/02/2022 02/07/2022 150.00
10758 - MCSHANE-FLEMING STUDIOS 117993 Edit 01/02/2022 02/07/2022 150.00
10904 - PT FERRO CONSTRUCTION CO.2022-00001134 Edit 01/20/2022 02/07/2022 144,314.65
Illinois St. from Chicago to Oak
Pace Garage
Woodfarm Rd. Rte. 126 to
Persons Place
Pace Garage
2021 Non-MFT Street
Improvements Pmt. #4 Final
Arbor Drive
Account 9156 - Storm & Drainage Improvements Totals
Account 9165 - Roadway Improvements
CAD for 2022 Roadway Project-
Board App. 7/14/2021
Indian Boundary Phase II
(Spring Hole Creek) #9
Account 9155 - Bridge Repairs & Reconstruction Totals
Account 9156 - Storm & Drainage Improvements
King's Bridge Drainage
Pace Park N Ride Final Pmt. #16
Account 9152.006 - PACE Park-N-Ride Totals
Account 9155 - Bridge Repairs & Reconstruction
Indian Boundary Rd. Board
Approved 12/06/2021
Machinery & Equipment
Machinery & Equipment
Account 9120.008 - Machinery and Equipment-Public Works Totals
Account 9152.006 - PACE Park-N-Ride
Account 9120.008 - Machinery and Equipment-Public Works
Asset Management Software
Asset Management Software
Asset Management Software
Asset Management Software
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice Transactions 6 $146,564.65
13110 - MILL CREEK WB, LLC 2022-00001015 Paid by Check # 128188 01/04/2022 01/04/2022 01/04/2022 71,880.00
13161 - MARGARET JEANETTE D'ARCY 1988
TRUST
2022-00001093 Paid by Check # 128281 01/26/2022 01/28/2022 02/01/2022 1,122,906.98
13161 - MARGARET JEANETTE D'ARCY 1988
TRUST
2022-00001094 Paid by Check # 128282 01/26/2022 01/28/2022 02/01/2022 66,381.99
Invoice Transactions 3 $1,261,168.97
10131 - BAXTER & WOODMAN 0229680 Edit 12/17/2021 02/07/2022 1,802.50
10758 - MCSHANE-FLEMING STUDIOS 117985 Edit 12/24/2021 02/07/2022 195.00
Invoice Transactions 2 $1,997.50
12890 - RAMIRO GUZMAN LANDSCAPING,
INC.
08010 Edit 11/09/2021 02/07/2022 3,500.00
Invoice Transactions 1 $3,500.00
Invoice Transactions 37 $1,576,958.27
Invoice Transactions 39 $1,586,185.72
Invoice Transactions 39 $1,586,185.72
10263 - CREATIVE PRODUCT SOURCING, INC 143501 Edit 01/12/2022 02/07/2022 54.26
10263 - CREATIVE PRODUCT SOURCING, INC 143227 Edit 12/23/2021 02/07/2022 86.80
Invoice Transactions 2 $141.06
Invoice Transactions 2 $141.06
Invoice Transactions 2 $141.06
Invoice Transactions 2 $141.06
Fund 17 - Tax Increment Financing-Downtown
Unit 00 - Non-Departmental
Division 91 - Capital
Account 8135 - Contractual Services
Division 00 - Non-Divisional Totals
Unit 00 - Non-Departmental Totals
Fund 14 - D.A.R.E. Fund Totals
Account 8245 - D.A.R.E. Program
D.A.R.E.
D.A.R.E.
Account 8245 - D.A.R.E. Program Totals
Fund 11 - Capital Improvement Fund Totals
Fund 14 - D.A.R.E. Fund
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
Account 9180.001 - Beautification Improvements Totals
Division 91 - Capital Totals
Unit 00 - Non-Departmental Totals
143rd St. & Ridge Road
Account 9165.033 - 143rd Street-West Extension Totals
Account 9180.001 - Beautification Improvements
Spring Tulips
Board Approved 12/13/2021
143rd St. East
Account 9165.009 - 143rd St. East Extension Totals
Account 9165.033 - 143rd Street-West Extension
143rd St West Extension Final
Engineering
Account 9165 - Roadway Improvements Totals
Account 9165.009 - 143rd St. East Extension
143rd St. Wetland Mitigation
Board App. 01-03-2022
Board Approved 12/13/2021
143rd St. East
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
13157 - RELIABLE IRRIGATIOIN SYSTEM INC. 4033 Paid by Check # 128251 10/31/2021 01/14/2022 01/14/2022 945.00
12155 - SOIL AND MATERIAL CONSULTANTS,
INC
47110 Edit 11/30/2021 02/07/2022 2,055.00
10131 - BAXTER & WOODMAN 0229704 Edit 12/17/2021 02/07/2022 16,220.52
13145 - LANDMARK CONTRACTORS, INC.2022-00001066 Edit 01/11/2022 02/07/2022 596,908.79
Invoice Transactions 4 $616,129.31
Invoice Transactions 4 $616,129.31
Invoice Transactions 4 $616,129.31
Invoice Transactions 4 $616,129.31
11929 - ILLINOIS OFFICE OF THE ATTORNEY
GENERAL
2022-00001045 Paid by Check # 128246 01/03/2022 01/14/2022 01/14/2022 90.00
11928 - ILLINOIS STATE POLICE 2022-00001044 Paid by Check # 128247 01/03/2022 01/14/2022 01/14/2022 90.00
11217 - TREASURER OF THE STATE OF
ILLINOIS
2022-00001043 Paid by Check # 128252 01/03/2022 01/14/2022 01/14/2022 90.00
Invoice Transactions 3 $270.00
Invoice Transactions 3 $270.00
Invoice Transactions 3 $270.00
Invoice Transactions 3 $270.00
Invoice Transactions 783 $6,415,733.13
Unit 00 - Non-Departmental Totals
Fund 26 - Sex Offender's Registration Fund Totals
Grand Totals
Sex Offender Registration
Sex Offender Registration
Account 9290 - Sex Offender's Registration Fee Totals
Division 00 - Non-Divisional Totals
Fund 26 - Sex Offender's Registration Fund
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
Account 9290 - Sex Offender's Registration Fee
Sex Offender Registration
Division 91 - Capital Totals
Unit 00 - Non-Departmental Totals
Fund 17 - Tax Increment Financing-Downtown Totals
Illinois Street Reconstruction
Illinois Street Construction
Services
Illinois St. Reconstruction Imp.
Board App. 08/16/21 Pmt. 3
Account 8135 - Contractual Services Totals
Lockport St. Irrigation Repair
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General Ledger Bank or Current Maturity
Account #Account Name Savings & Loan Yield Balance Type Date
General Fund
01-0100.000 Operating Account Harris 0.000%(4,934,121.86)CK N/A
01-0100.002 Public Checking First Midwest 0.000%16,472.85 CK N/A
01-0100.005 Drug Forfeiture Harris 0.160%489,115.42 CK N/A
01-0102.001 IPRIME PMA 0.020%3,499,568.95 OT N/A
01-0102.003 Money Market Account Fifth Third 0.030%37,977.12 OT N/A
01-0103.022 General Fund Illinois Funds 0.056%5,669,137.02 OT N/A
01-0103.024 General-Convenience Fund IMET 0.140%2,226,993.43 OT N/A
01-0103.025 General-1-3 Year Fund IMET Various 1,588,932.46 OT N/A
01-0104.015 General Fund-Fifth Third CDs Fifth Third-Synchrony Bank 2.400%241,389.60 CD 4/7/2022
Fifth Third-Wex Bank 1.400%69,530.06 CD 4/8/2022
Fifth Third-Goldman Sachs Bank 0.100%242,873.64 CD 5/5/2022
Fifth Third-Morgan Stanley Bank 2.100%32,646.37 CD 7/18/2022
Fifth Third-Ally Bank 1.850%182,001.60 CD 9/19/2022
Fifth Third-Citibank NA 2.900%48,635.51 CD 4/11/2023
Fifth Third-Sallie Mae Bank 3.300%104,073.00 CD 6/13/2023
Fifth Third-Discover Bank 3.300%115,542.71 CD 8/15/2023
Fifth Third-Wells Fargo National 3.350%262,042.50 CD 9/28/2023
01-0106.003 General Fund-Fifth Third Bond Grundy & Kendall County Community High 3.000%300,615.00 BD 2/1/2022
Cook County ILL Community School Dist.4.000%517,165.00 BD 12/1/2022
Cook County ILL Community School Dist.4.000%560,537.25 BD 12/1/2023
Total General Fund 11,271,127.63
Water & Sewer Fund
02-0100.000 Operating Account Harris 0.000%7,130,586.80 CK N/A
02-0100.002 Public Checking First Midwest 0.000%50,000.85 CK N/A
02-0102.001 IPRIME PMA 0.020%2,158,662.53 OT N/A
02-0102.003 Money Market Account Fifth Third 0.030%5,015.93 OT N/A
02-0102.006 IPRIME-ARPA PMA 0.020%3,011,831.88 OT N/A
02-0103.022 General Fund Illinois Funds 0.056%8,326,735.49 OT N/A
02-0103.024 General-Convenience Fund IMET 0.140%580,315.55 OT N/A
02-0103.025 General-1-3 Year Fund IMET Various 2,698,836.97 OT N/A
02-0103.026 Water & Sewer Series 2008-1-3 Year Fund IMET Various 1,534,380.53 OT N/A
02-0104.015 Water Sewer-Fifth Third CDs Fifth Third-Wex Bank 1.400%181,252.44 CD 4/8/2022
Fifth Third-Morgan Stanley Bank 2.100%25,474.72 CD 7/18/2022
Fifth Third-UBS Bank USA 3.250%51,169.50 CD 10/17/2022
Fifth Third-Citibank NA 2.900%1,650.26 CD 4/11/2023
Total Water & Sewer Fund 25,755,913.45
Village Of Plainfield
Cash & Investment List
As of December 31, 2021
Page 1
55
General Ledger Bank or Current Maturity
Account #Account Name Savings & Loan Yield Balance Type Date
Village Of Plainfield
Cash & Investment List
As of December 31, 2021
Capital Replacement Fund
03-0100.000 Operating Account Harris 0.000%1,373,745.09 CK N/A
03-0102.001 IPRIME PMA 0.020%966,824.29 OT N/A
03-0102.003 Money Market Account Fifth Third 0.030%5,291.08 OT N/A
03-0104.015 Capital Replacement-Fifth Third CDs Fifth Third-Morgan Stanley Bank 2.100%7,178.37 CD 7/18/2022
Fifth Third-Morgan Stanley Private Bank 2.100%171,774.80 CD 7/25/2022
Fifth Third-Citibank NA 2.900%104,838.29 CD 4/11/2023
Fifth Third-Discover Bank 3.300%30,713.89 CD 8/15/2023
Fifth Third-BMW Bank NA 0.450%249,317.50 CD 10/30/2023
Fifth Third-Citibank NA 3.550%94,972.50 CD 11/24/2023
03-0106.003 Capital Replacement-Fifth Third Bond Hawaii State GO Bond 0.429%244,965.70 BD 10/1/2022
Clarksville WTR SWR Bond 0.375%199,690.00 BD 2/1/2023
Total Capital Replacement Fund 3,449,311.51
Motor Fuel Tax Fund
04-0100.000 Operating Account Harris 0.000%152,161.28 CK N/A
04-0103.002 Motor Fuel Tax Fund Illinois Funds 0.056%4,393,151.46 OT N/A
Total Motor Fuel Tax Fund 4,545,312.74
Bond And Interest Fund
05-0100.000 Operating Account Harris 0.000%-CK N/A
05-0103.022 IL Funds Illinois Funds 0.056%-OT N/A
Total Bond And Interest Fund -
Tort Immunity Fund
07-0100.000 Operating Account Harris 0.000%466.01 CK N/A
Audit Fund
08-0100.000 Operating Account Harris 0.000%6,815.41 CK N/A
Page 2
56
General Ledger Bank or Current Maturity
Account #Account Name Savings & Loan Yield Balance Type Date
Village Of Plainfield
Cash & Investment List
As of December 31, 2021
Capital Improvement Fund
11-0100.000 Operating Account Harris 0.000%1,810,801.53 CK N/A
11-0102.003 Money Market Account Fifth Third 0.030%723.95 OT N/A
11-0102.015 Public Checking US Bank 0.000%8,800.00 CK N/A
11-0103.022 IL Funds Illinois Funds 0.056%10,687,803.68 OT N/A
11-0103.030 Illinois Trust Illinois Trust 0.040%4,078,145.51 OT N/A
11-0104.015 Capital Improvement-Fifth Third CDs Fifth Third-Morgan Stanley Bank 2.100%32,680.24 CD 7/18/2022
Fifth Third-State BK India New York 0.150%249,650.00 CD 10/28/2022
Fifth Third-Citibank NA 2.900%9,901.54 CD 4/11/2023
11-0106.003 Capital Improvement-Fifth Third Bond Grundy & Kendall County Community High 3.000%300,615.00 BD 2/1/2022
Total Capital Improvement Fund 17,179,121.45
D.A.R.E. Fund
14-0100.004 D.A.R.E. Account Harris 0.160%11,053.81 CK N/A
Downtown TIF Fund
17-0100.000 Operating Account Harris 0.000%1,144,181.65 CK N/A
Rt 30 TIF Fund
18-0100.000 Operating Account Harris 0.000%128,466.73 CK N/A
Sex Offenders Registration Fund
26-0100.000 Operating Account Harris 0.000%3,754.01 CK N/A
Alcohol Enforcement Fund
27-0100.000 Operating Account Harris 0.000%40,622.49 CK N/A
Drug Enforcement Fund
28-0100.000 Operating Account Harris 0.000%48,889.93 CK N/A
Police Vehicle Replacement Fund
29-0100.000 Operating Account Harris 0.000%152,304.49 CK N/A
PEMA Fund
40-0100.000 Operating Account Harris 0.000%22,415.13 CK N/A
Total Cash & Investments 63,759,756.44
Page 3
57
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
REVENUE
0400.401 Property Tax Revenue 4,518,780.00 .00 4,518,780.00 177,322.68 .00 4,574,121.68 (55,341.68)101 4,512,638.69
0400.402 Property Tax Rev-Road & Bridge 380,000.00 .00 380,000.00 15,575.75 .00 398,688.99 (18,688.99)105 384,392.48
0400.403 Property Tax Rev-Police Pension 1,700,000.00 .00 1,700,000.00 65,525.74 .00 1,690,196.88 9,803.12 99 1,577,460.01
0400.404 Property Tax Revenue-IMRF 550,000.00 .00 550,000.00 21,233.44 .00 547,636.31 2,363.69 100 549,370.66
0450.451 Municipal Sales Tax 6,550,000.00 .00 6,550,000.00 706,218.38 .00 5,683,483.02 866,516.98 87 6,812,757.14
0450.452 Illinois Income Tax 4,100,000.00 .00 4,100,000.00 342,550.71 .00 3,611,198.30 488,801.70 88 4,537,459.83
0450.453 Replacement Tax 55,000.00 .00 55,000.00 4,667.26 .00 60,902.91 (5,902.91)111 60,678.44
0450.454 Replacement Tax-Library .00 .00 .00 (6,086.47).00 1,594.16 (1,594.16)+++.00
0450.455 Local Use Tax 1,550,000.00 .00 1,550,000.00 151,802.72 .00 1,015,983.74 534,016.26 66 1,809,248.02
0500.500 Hotel/Motel Tax 800.00 .00 800.00 .00 .00 803.00 (3.00)100 418.50
0500.501 Amusement Tax 7,000.00 .00 7,000.00 .00 .00 2,685.05 4,314.95 38 1,242.85
0500.503 Local Motor Fuel Tax 1,000,000.00 .00 1,000,000.00 109,153.34 .00 841,505.76 158,494.24 84 970,687.25
0550.551 Liquor License 100,000.00 .00 100,000.00 .00 .00 120,933.30 (20,933.30)121 97,940.40
0550.552 Contractors License 45,000.00 .00 45,000.00 1,950.00 .00 34,000.00 11,000.00 76 46,800.00
0550.553 Cigarette License 6,000.00 .00 6,000.00 .00 .00 5,500.00 500.00 92 5,750.00
0550.554 Scavenger License 200.00 .00 200.00 .00 .00 50.00 150.00 25 100.00
0550.558 Business License 40,000.00 .00 40,000.00 9,875.00 .00 34,812.50 5,187.50 87 44,425.00
0570.555 Building Permit 1,175,000.00 .00 1,175,000.00 117,552.08 .00 1,137,507.83 37,492.17 97 1,495,052.16
0570.556 Sign Permit 5,000.00 .00 5,000.00 592.99 .00 3,155.16 1,844.84 63 3,687.04
0570.557 Special Movement Permit 15,000.00 .00 15,000.00 5,900.00 .00 46,325.00 (31,325.00)309 27,900.00
0570.560 Solicitors Permit 2,000.00 .00 2,000.00 50.00 .00 1,125.00 875.00 56 2,860.00
0600.601 County Court Fines 325,000.00 .00 325,000.00 59,219.16 .00 284,609.24 40,390.76 88 297,493.49
0600.602 Administrative Fines(P-Tickets)125,000.00 .00 125,000.00 10,960.00 .00 71,525.00 53,475.00 57 108,666.25
0600.603 Asset Seizure-Non Federal 225,000.00 .00 225,000.00 22,195.58 .00 44,490.11 180,509.89 20 94,861.24
0600.604 Alarm Fees 1,000.00 .00 1,000.00 300.00 .00 (650.00)1,650.00 -65 9,000.03
0600.605 Kendall County Court Fines 3,000.00 .00 3,000.00 140.94 .00 2,125.95 874.05 71 5,828.16
0600.607 Administrative Fines- Late Fee 9,000.00 .00 9,000.00 540.00 .00 3,945.00 5,055.00 44 9,025.00
0600.630 Asset Seizure-Federal (Dept of Justice Equitable Share) 5,000.00 .00 5,000.00 .00 .00 .00 5,000.00 0 .00
0600.632 Asset Seizure-Federal (U.S. Treasury Equitable Share) 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
0620.655 Garbage Fee 4,850,000.00 .00 4,850,000.00 417,986.39 .00 3,662,288.62 1,187,711.38 76 4,708,690.19
0620.656 Garbage Penalty 25,000.00 .00 25,000.00 4,576.75 .00 24,880.28 119.72 100 (2.82)
0640.500 Engineering Services 5,000.00 .00 5,000.00 .00 .00 .00 5,000.00 0 .00
0650.651 Zoning Applications 15,000.00 .00 15,000.00 330.00 .00 16,129.00 (1,129.00)108 21,899.45
0650.653 Accident Report Fees 5,000.00 .00 5,000.00 315.00 .00 5,545.00 (545.00)111 6,250.00
0650.654 Copies-Maps & Ordinances 2,000.00 .00 2,000.00 81.25 .00 1,319.96 680.04 66 1,381.25
0650.670 Impound Fee 25,000.00 .00 25,000.00 2,500.00 .00 18,250.00 6,750.00 73 41,000.00
0650.815 Parking Lot Revenue 2,000.00 .00 2,000.00 .00 .00 1,946.00 54.00 97 3,400.00
0650.818 Tower Rent 46,000.00 .00 46,000.00 3,818.36 .00 27,371.80 18,628.20 60 49,215.20
0650.825 Rental Income 49,200.00 .00 49,200.00 4,100.00 .00 32,800.00 16,400.00 67 49,200.00
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 1 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
58
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
REVENUE
0650.830 Rental-Community/Multi Room 4,000.00 .00 4,000.00 .00 .00 340.00 3,660.00 8 .00
0650.831 Security-Community Room .00 .00 .00 (100.00).00 (100.00)100.00 +++.00
0650.904 Special Detail/OT Reimbursement 75,000.00 .00 75,000.00 17,600.00 .00 92,816.00 (17,816.00)124 26,146.40
0690.902 Water & Sewer Service Charge 350,000.00 .00 350,000.00 .00 .00 175,000.00 175,000.00 50 350,000.00
0700.005 FEMA Grant .00 .00 .00 .00 .00 36,195.60 (36,195.60)+++36,195.60
0700.650 Grant Revenue .00 .00 .00 .00 .00 .00 .00 +++1,814,016.25
0700.704 Bulletproof Vest Grant 3,000.00 .00 3,000.00 756.31 .00 2,256.31 743.69 75 8,495.26
0700.710 Tobacco Grant 2,750.00 .00 2,750.00 .00 .00 1,320.00 1,430.00 48 1,320.00
0700.717 Traffic Grant 30,000.00 .00 30,000.00 2,868.98 .00 74,384.01 (44,384.01)248 72,930.87
0750.750 AT&T Franchise Fees 120,000.00 .00 120,000.00 624.13 .00 49,810.95 70,189.05 42 102,746.17
0750.751 Cable TV-Franchise Fees 475,000.00 .00 475,000.00 .00 .00 384,206.00 90,794.00 81 470,110.30
0800.800 Interest Income 41,758.00 .00 41,758.00 22,492.96 .00 57,217.08 (15,459.08)137 74,328.49
0800.826 Realized Gain/Loss On Investment .00 .00 .00 .00 .00 6,367.04 (6,367.04)+++.00
0800.827 Unrealized Gain/Loss .00 .00 .00 (6,766.10).00 (52,027.83)52,027.83 +++(30,264.47)
0800.830 Unrealized Gain/Loss IMET .00 .00 .00 (3,135.63).00 (12,768.59)12,768.59 +++8,671.62
0801.200 Event Sponsorship Program 3,000.00 .00 3,000.00 .00 .00 .00 3,000.00 0 .00
0801.801 Reimbursement Police Training .00 .00 .00 .00 .00 .00 .00 +++1,443.60
0801.802 Amphitheater Rent 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
0801.807 Restitution Program .00 .00 .00 .00 .00 .00 .00 +++4,100.00
0801.822 Donation/Contribution 15,000.00 .00 15,000.00 674.86 .00 8,013.67 6,986.33 53 6,494.00
0803.000 Sales-Fixed Assets 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 21,602.77
0805.000 Other Reimbursements 90,000.00 .00 90,000.00 27,968.34 .00 125,653.65 (35,653.65)140 115,680.85
0806.000 Other Receipts 25,000.00 .00 25,000.00 694.85 .00 24,509.19 490.81 98 25,451.89
0860.804 School Liaison Reimbursement 395,000.00 .00 395,000.00 111,405.20 .00 353,963.81 41,036.19 90 76,004.58
0860.819 HIDTA/Organized Crime Reimb 10,000.00 .00 10,000.00 6,745.12 .00 12,423.75 (2,423.75)124 27,438.79
0999.904 Transfer From MFT 150,000.00 .00 150,000.00 .00 .00 .00 150,000.00 0 .00
0999.917 Transfer From TIF 50,000.00 .00 50,000.00 .00 .00 .00 50,000.00 0 .00
0999.927 Transfer From Alcohol Enforc.25,000.00 .00 25,000.00 .00 .00 .00 25,000.00 0 25,000.00
REVENUE TOTALS $29,384,988.00 $0.00 $29,384,988.00 $2,432,776.07 $0.00 $25,348,365.19 $4,036,622.81 86%$31,584,688.88
EXPENSE
Unit 00 - Non-Departmental
Division 94 - Contra
2020.001 Contra Insurance Account .00 .00 .00 .00 .00 .00 .00 +++(127,595.20)
Division 94 - Contra Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 +++($127,595.20)
Unit 00 - Non-Departmental Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 +++($127,595.20)
Unit 04 - Administration/Finance
Division 00 - Non-Divisional
8100 Fees to Refuse Hauler 4,480,000.00 .00 4,480,000.00 377,374.80 .00 2,630,418.00 1,849,582.00 59 4,364,628.13
9997 Bad Debt Expense .00 .00 .00 .00 .00 .00 .00 +++11,305.30
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Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
59
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 04 - Administration/Finance
Division 00 - Non-Divisional Totals $4,480,000.00 $0.00 $4,480,000.00 $377,374.80 $0.00 $2,630,418.00 $1,849,582.00 59%$4,375,933.43
Division 01 - Legislative Program
1000 Salaries-President 24,000.00 .00 24,000.00 2,000.00 .00 16,000.00 8,000.00 67 24,000.00
1002 Salaries-Elected Officials 25,000.00 .00 25,000.00 2,000.00 .00 19,300.00 5,700.00 77 23,000.00
1003 Salaries-Liquor Commissioner 1,500.00 .00 1,500.00 125.00 .00 1,000.00 500.00 67 1,500.00
1004 Salaries-Treasurer 2,500.00 .00 2,500.00 208.33 .00 1,666.64 833.36 67 2,499.96
2000 FICA 3,300.00 .00 3,300.00 268.67 .00 2,353.93 946.07 71 3,162.00
2001 Medicare 780.00 .00 780.00 62.83 .00 550.51 229.49 71 739.50
2020 Employee Insurance 150.00 .00 150.00 .00 .00 8.40 141.60 6 100.80
3000 Travel/Training 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 .00
5010 Replacement Supplies 3,000.00 .00 3,000.00 .00 .00 2,683.68 316.32 89 5,247.72
5015 Dues & Subscriptions 50,000.00 .00 50,000.00 1,856.15 .00 15,556.15 34,443.85 31 53,068.42
8070 Public Relations 115,000.00 .00 115,000.00 8,177.87 .00 53,407.30 61,592.70 46 107,052.45
8074 Cable TV 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 15,760.63
8078 Economic Incentive Rebate 650,000.00 .00 650,000.00 .00 .00 29,496.92 620,503.08 5 587,273.04
8078.001 Small Business Relief Grant .00 .00 .00 .00 .00 .00 .00 +++145,000.00
Division 01 - Legislative Program Totals $895,230.00 $0.00 $895,230.00 $14,698.85 $0.00 $142,023.53 $753,206.47 16%$968,404.52
Division 02 - Administration Program
1005 Salaries-Full Time 675,000.00 .00 675,000.00 43,067.21 .00 443,097.00 231,903.00 66 671,481.33
1015 Salaries-Part Time 75,000.00 .00 75,000.00 5,390.94 .00 48,097.06 26,902.94 64 63,772.72
1800 Salaries-Overtime 2,000.00 .00 2,000.00 47.70 .00 691.51 1,308.49 35 276.07
2000 FICA 45,000.00 .00 45,000.00 2,051.43 .00 28,276.98 16,723.02 63 40,465.91
2001 Medicare 10,500.00 .00 10,500.00 690.99 .00 7,029.96 3,470.04 67 11,244.56
2010 IMRF 80,000.00 .00 80,000.00 5,323.19 .00 54,183.18 25,816.82 68 84,122.43
2020 Employee Insurance 90,000.00 .00 90,000.00 8,389.89 .00 70,925.27 19,074.73 79 89,851.90
2025 Deferred Comp. Contribution 25,000.00 .00 25,000.00 .00 .00 .00 25,000.00 0 20,553.72
3000 Travel/Training 12,000.00 .00 12,000.00 149.00 .00 575.50 11,424.50 5 1,501.00
3015 IL Unemployment Insurance 5,000.00 .00 5,000.00 .00 .00 2,232.47 2,767.53 45 5,310.50
4000 Telephone/Internet 12,085.00 .00 12,085.00 731.79 .00 3,892.53 8,192.47 32 2,467.67
4005 Cellular Phones 2,500.00 .00 2,500.00 .00 .00 666.21 1,833.79 27 1,657.48
5005 Office Supplies/Postage 32,000.00 .00 32,000.00 2,564.05 .00 22,567.54 9,432.46 71 32,225.42
5015 Dues & Subscriptions 5,000.00 .00 5,000.00 .00 .00 859.00 4,141.00 17 2,476.00
5020 Gas/Oil/Mileage/Carwash 9,500.00 .00 9,500.00 500.00 .00 1,143.11 8,356.89 12 7,200.00
8035 Maintenance Contracts/Lease 8,000.00 .00 8,000.00 149.83 .00 1,139.20 6,860.80 14 1,893.73
8045 Recording Fees 1,000.00 .00 1,000.00 .00 .00 301.75 698.25 30 505.67
8050 Legal Notices 2,500.00 .00 2,500.00 996.68 .00 996.68 1,503.32 40 2,103.26
8065 Legal Fees 80,000.00 .00 80,000.00 11,271.50 .00 60,273.69 19,726.31 75 43,084.50
8135 Contractual Services 65,000.00 .00 65,000.00 13,418.54 .00 60,457.20 4,542.80 93 54,831.99
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Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
60
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 04 - Administration/Finance
Division 02 - Administration Program
8135.008 Settlement Charges .00 .00 .00 2,116.63 .00 9,181.05 (9,181.05)+++8,752.95
9115 Office Furniture & Equipment 5,000.00 .00 5,000.00 .00 .00 1,110.74 3,889.26 22 3,919.90
9300 Contingencies 40,000.00 .00 40,000.00 .00 .00 1,025.80 38,974.20 3 25,884.43
Division 02 - Administration Program Totals $1,282,085.00 $0.00 $1,282,085.00 $96,859.37 $0.00 $818,723.43 $463,361.57 64%$1,175,583.14
Division 03 - Community Relations Program
1005 Salaries-Full Time 111,000.00 .00 111,000.00 8,333.86 .00 70,808.95 40,191.05 64 110,915.66
2000 FICA 6,800.00 .00 6,800.00 488.38 .00 4,159.60 2,640.40 61 6,745.24
2001 Medicare 1,600.00 .00 1,600.00 114.22 .00 972.82 627.18 61 1,577.49
2010 IMRF 12,100.00 .00 12,100.00 927.56 .00 7,892.18 4,207.82 65 12,682.10
2020 Employee Insurance 25,000.00 .00 25,000.00 1,998.62 .00 19,380.93 5,619.07 78 23,066.34
2025 Deferred Comp. Contribution 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 3,754.60
3000 Travel/Training 1,500.00 .00 1,500.00 .00 .00 35.00 1,465.00 2 81.00
4000 Telephone/Internet 750.00 .00 750.00 45.42 .00 247.41 502.59 33 309.49
5005 Office Supplies/Postage 300.00 .00 300.00 .00 .00 21.74 278.26 7 .00
5015 Dues & Subscriptions 850.00 .00 850.00 479.00 .00 604.00 246.00 71 634.00
5020 Gas/Oil/Mileage/Carwash 100.00 .00 100.00 .00 .00 .00 100.00 0 .00
8070 Public Relations 28,000.00 .00 28,000.00 2,889.76 .00 12,608.81 15,391.19 45 11,148.20
8071 Marketing and Promotions 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
8072 Settler's Park 4,000.00 .00 4,000.00 .00 .00 1,180.00 2,820.00 30 .00
8135 Contractual Services 4,000.00 .00 4,000.00 .00 .00 3,800.00 200.00 95 13,561.25
Division 03 - Community Relations Program Totals $201,000.00 $0.00 $201,000.00 $15,276.82 $0.00 $121,711.44 $79,288.56 61%$184,475.37
Division 04 - Facility Management Program
1005 Salaries-Full Time 55,000.00 .00 55,000.00 5,352.88 .00 36,658.95 18,341.05 67 53,083.52
1800 Salaries-Overtime 4,500.00 .00 4,500.00 28.42 .00 2,160.12 2,339.88 48 3,344.38
2000 FICA 3,700.00 .00 3,700.00 323.35 .00 2,320.78 1,379.22 63 3,510.65
2001 Medicare 900.00 .00 900.00 75.62 .00 542.83 357.17 60 821.09
2010 IMRF 6,500.00 .00 6,500.00 598.93 .00 4,320.52 2,179.48 66 6,405.34
2020 Employee Insurance 18,000.00 .00 18,000.00 1,086.96 .00 10,638.00 7,362.00 59 14,731.91
2025 Deferred Comp. Contribution 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 1,219.72
5000 Building Supplies 15,000.00 .00 15,000.00 3,426.03 .00 6,206.65 8,793.35 41 12,675.93
5005 Office Supplies/Postage .00 .00 .00 .00 .00 111.27 (111.27)+++.00
8135 Contractual Services 45,000.00 .00 45,000.00 14,249.03 .00 44,358.47 641.53 99 42,946.26
9105 Building Improvements 25,000.00 .00 25,000.00 .00 .00 1,668.79 23,331.21 7 32,885.12
Division 04 - Facility Management Program Totals $174,600.00 $0.00 $174,600.00 $25,141.22 $0.00 $108,986.38 $65,613.62 62%$171,623.92
Division 06 - Human Resources Program
1005 Salaries-Full Time 190,000.00 .00 190,000.00 14,566.49 .00 123,726.43 66,273.57 65 185,128.87
1800 Salaries-Overtime 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 4 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
61
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 04 - Administration/Finance
Division 06 - Human Resources Program
2000 FICA 12,000.00 .00 12,000.00 853.66 .00 7,292.47 4,707.53 61 11,788.55
2001 Medicare 2,800.00 .00 2,800.00 199.65 .00 1,705.49 1,094.51 61 2,842.73
2010 IMRF 21,000.00 .00 21,000.00 1,621.26 .00 13,832.03 7,167.97 66 22,033.98
2020 Employee Insurance 45,000.00 .00 45,000.00 3,390.50 .00 33,263.74 11,736.26 74 42,044.34
2025 Deferred Comp. Contribution 8,000.00 .00 8,000.00 .00 .00 .00 8,000.00 0 6,952.80
3000 Travel/Training 6,500.00 .00 6,500.00 85.00 .00 85.00 6,415.00 1 614.00
4000 Telephone/Internet 1,000.00 .00 1,000.00 60.56 .00 330.96 669.04 33 449.57
4005 Cellular Phones 600.00 .00 600.00 .00 .00 254.43 345.57 42 543.16
5005 Office Supplies/Postage 1,500.00 .00 1,500.00 279.99 .00 809.88 690.12 54 1,250.61
5015 Dues & Subscriptions 9,000.00 .00 9,000.00 .00 .00 9,173.00 (173.00)102 707.50
5020 Gas/Oil/Mileage/Carwash 1,200.00 .00 1,200.00 .00 .00 .00 1,200.00 0 .00
8070 Public Relations 12,000.00 .00 12,000.00 205.29 .00 4,602.05 7,397.95 38 7,362.66
8135 Contractual Services 8,000.00 .00 8,000.00 .00 .00 398.00 7,602.00 5 1,348.00
Division 06 - Human Resources Program Totals $319,100.00 $0.00 $319,100.00 $21,262.40 $0.00 $195,473.48 $123,626.52 61%$283,066.77
Division 08 - IT Program
1005 Salaries-Full Time 368,000.00 .00 368,000.00 20,568.80 .00 210,157.62 157,842.38 57 307,527.37
1800 Salaries-Overtime 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
2000 FICA 23,000.00 .00 23,000.00 1,211.00 .00 12,531.21 10,468.79 54 19,250.42
2001 Medicare 5,400.00 .00 5,400.00 283.22 .00 2,930.67 2,469.33 54 4,502.13
2010 IMRF 40,500.00 .00 40,500.00 2,289.32 .00 23,429.64 17,070.36 58 34,518.62
2020 Employee Insurance 81,000.00 .00 81,000.00 5,949.70 .00 58,345.78 22,654.22 72 55,192.36
2025 Deferred Comp. Contribution 6,000.00 .00 6,000.00 .00 .00 .00 6,000.00 0 7,419.36
3000 Travel/Training 17,000.00 .00 17,000.00 143.64 .00 183.64 16,816.36 1 .00
4000 Telephone/Internet 500.00 .00 500.00 30.27 .00 165.47 334.53 33 227.62
4005 Cellular Phones 4,170.00 .00 4,170.00 .00 .00 1,459.78 2,710.22 35 2,795.93
5005 Office Supplies/Postage 1,750.00 .00 1,750.00 186.67 .00 461.88 1,288.12 26 2,586.46
5010 Replacement Supplies .00 .00 .00 .00 .00 152.10 (152.10)+++.00
5015 Dues & Subscriptions 800.00 .00 800.00 .00 .00 564.00 236.00 70 689.00
5020 Gas/Oil/Mileage/Carwash 400.00 .00 400.00 .00 .00 .00 400.00 0 .00
5095 Uniforms/Clothing 800.00 .00 800.00 .00 .00 288.50 511.50 36 267.00
8030 Server/Network Supplies 78,500.00 .00 78,500.00 51.96 .00 37,052.68 41,447.32 47 74,697.61
8031 Software Licensing/Renewals 436,700.00 .00 436,700.00 855.31 47,376.00 191,560.70 197,763.30 55 444,440.44
8135 Contractual Services 55,500.00 .00 55,500.00 92.25 .00 6,454.50 49,045.50 12 52,263.22
9111 Computers 40,000.00 .00 40,000.00 .00 .00 430.21 39,569.79 1 39,558.05
Division 08 - IT Program Totals $1,160,520.00 $0.00 $1,160,520.00 $31,662.14 $47,376.00 $546,168.38 $566,975.62 51%$1,045,935.59
Division 09 - Legal Program
1005 Salaries-Full Time 292,000.00 .00 292,000.00 22,110.86 .00 191,316.74 100,683.26 66 291,980.86
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 5 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
62
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 04 - Administration/Finance
Division 09 - Legal Program
1015 Salaries-Part Time 35,000.00 .00 35,000.00 1,035.94 .00 17,537.82 17,462.18 50 26,877.50
1800 Salaries-Overtime 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
2000 FICA 20,300.00 .00 20,300.00 938.83 .00 12,162.37 8,137.63 60 20,012.90
2001 Medicare 4,750.00 .00 4,750.00 324.87 .00 2,949.72 1,800.28 62 4,605.01
2010 IMRF 36,000.00 .00 36,000.00 2,581.97 .00 23,642.33 12,357.67 66 35,706.31
2020 Employee Insurance 68,000.00 .00 68,000.00 4,936.14 .00 50,223.20 17,776.80 74 60,369.99
2025 Deferred Comp. Contribution 8,000.00 .00 8,000.00 .00 .00 .00 8,000.00 0 9,389.04
3000 Travel/Training 3,000.00 .00 3,000.00 .00 .00 80.00 2,920.00 3 554.00
4000 Telephone/Internet 1,000.00 .00 1,000.00 60.56 .00 332.45 667.55 33 491.38
4005 Cellular Phones 700.00 .00 700.00 .00 .00 324.42 375.58 46 1,207.59
5005 Office Supplies/Postage 10,000.00 .00 10,000.00 503.62 .00 2,575.69 7,424.31 26 5,632.37
5015 Dues & Subscriptions 10,500.00 .00 10,500.00 1,354.46 .00 6,810.72 3,689.28 65 10,505.52
5020 Gas/Oil/Mileage/Carwash 500.00 .00 500.00 57.17 .00 655.91 (155.91)131 836.53
5095 Uniforms/Clothing 600.00 .00 600.00 .00 .00 155.85 444.15 26 633.80
8035 Maintenance Contracts/Lease 2,160.00 .00 2,160.00 149.83 .00 1,346.69 813.31 62 2,016.40
8060 Vehicle Maintenance 1,000.00 .00 1,000.00 .00 .00 3,356.33 (2,356.33)336 783.77
8065 Legal Fees 20,000.00 .00 20,000.00 625.00 .00 12,190.00 7,810.00 61 20,298.00
Division 09 - Legal Program Totals $514,510.00 $0.00 $514,510.00 $34,679.25 $0.00 $325,660.24 $188,849.76 63%$491,900.97
Division 99 - Transfers
9911 Transfer to Capital Improvements .00 .00 .00 .00 .00 .00 .00 +++3,121,257.00
Division 99 - Transfers Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 +++$3,121,257.00
Unit 04 - Administration/Finance Totals $9,027,045.00 $0.00 $9,027,045.00 $616,954.85 $47,376.00 $4,889,164.88 $4,090,504.12 55%$11,818,180.71
Unit 05 - Police Department
Division 02 - Administration Program
1005 Salaries-Full Time 345,063.00 .00 345,063.00 25,450.50 .00 221,023.17 124,039.83 64 338,918.78
1015 Salaries-Part Time 34,944.00 .00 34,944.00 1,988.21 .00 5,452.92 29,491.08 16 32,173.67
1800 Salaries-Overtime 1,000.00 .00 1,000.00 .00 .00 486.97 513.03 49 254.89
2000 FICA 23,622.00 .00 23,622.00 930.72 .00 12,717.94 10,904.06 54 22,606.90
2001 Medicare 5,525.00 .00 5,525.00 383.74 .00 3,169.42 2,355.58 57 5,449.54
2010 IMRF 25,576.00 .00 25,576.00 1,693.70 .00 13,707.37 11,868.63 54 23,139.76
2020 Employee Insurance 72,800.00 .00 72,800.00 4,799.84 .00 49,100.37 23,699.63 67 67,335.57
2025 Deferred Comp. Contribution 8,000.00 .00 8,000.00 .00 .00 .00 8,000.00 0 6,380.80
3000 Travel/Training 7,000.00 .00 7,000.00 35.95 .00 763.73 6,236.27 11 3,630.03
3001 Education/School 3,000.00 .00 3,000.00 340.50 .00 3,000.00 .00 100 3,000.00
3015 IL Unemployment Insurance 20,000.00 .00 20,000.00 .00 .00 9,794.73 10,205.27 49 20,000.00
4000 Telephone/Internet 1,100.00 .00 1,100.00 66.61 .00 343.50 756.50 31 449.72
4005 Cellular Phones 1,200.00 .00 1,200.00 .00 .00 254.43 945.57 21 527.06
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 6 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
63
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 05 - Police Department
Division 02 - Administration Program
5005 Office Supplies/Postage 8,000.00 .00 8,000.00 717.56 .00 3,319.42 4,680.58 41 6,290.96
5010 Replacement Supplies 4,550.00 .00 4,550.00 .00 .00 1,211.73 3,338.27 27 1,898.53
5015 Dues & Subscriptions 5,000.00 .00 5,000.00 450.00 .00 4,196.00 804.00 84 4,905.45
5020 Gas/Oil/Mileage/Carwash 3,700.00 .00 3,700.00 149.91 .00 1,446.17 2,253.83 39 1,244.90
5095 Uniforms/Clothing 1,800.00 .00 1,800.00 .00 .00 528.73 1,271.27 29 2,251.03
8035 Maintenance Contracts/Lease 6,709.00 .00 6,709.00 726.03 .00 4,044.09 2,664.91 60 5,650.65
8040 Custodial Supplies/Building Maintenance 65,000.00 .00 65,000.00 5,711.46 .00 38,398.99 26,601.01 59 71,172.04
8060 Vehicle Maintenance 2,500.00 .00 2,500.00 188.07 .00 682.55 1,817.45 27 1,687.76
8135 Contractual Services 8,000.00 .00 8,000.00 765.00 .00 5,057.50 2,942.50 63 21,229.55
Division 02 - Administration Program Totals $654,089.00 $0.00 $654,089.00 $44,397.80 $0.00 $378,699.73 $275,389.27 58%$640,197.59
Division 51 - Police Patrol
1005 Salaries-Full Time 4,262,309.00 .00 4,262,309.00 322,432.49 .00 2,655,468.32 1,606,840.68 62 3,985,541.07
1015 Salaries-Part Time .00 .00 .00 .00 .00 .00 .00 +++(1,025.22)
1800 Salaries-Overtime 250,000.00 .00 250,000.00 28,559.59 .00 146,901.23 103,098.77 59 224,246.65
2000 FICA 279,763.00 .00 279,763.00 19,277.12 .00 165,577.01 114,185.99 59 265,944.17
2001 Medicare 65,428.00 .00 65,428.00 4,814.43 .00 39,029.75 26,398.25 60 62,252.63
2010 IMRF 14,550.00 .00 14,550.00 1,072.46 .00 9,378.55 5,171.45 64 15,670.28
2011 Employer Pension Contributions 1,700,000.00 .00 1,700,000.00 65,525.74 .00 1,690,196.88 9,803.12 99 1,577,460.01
2020 Employee Insurance 665,615.00 .00 665,615.00 51,776.64 .00 501,592.66 164,022.34 75 630,360.85
2025 Deferred Comp. Contribution 125,000.00 .00 125,000.00 .00 .00 .00 125,000.00 0 114,453.73
3000 Travel/Training 41,000.00 .00 41,000.00 4,527.44 3,879.74 24,328.83 12,791.43 69 24,967.61
4000 Telephone/Internet 12,160.00 .00 12,160.00 5,609.69 .00 24,294.61 (12,134.61)200 33,634.76
4005 Cellular Phones 23,300.00 .00 23,300.00 297.00 .00 2,398.26 20,901.74 10 6,255.94
5005 Office Supplies/Postage 13,500.00 .00 13,500.00 438.93 .00 3,268.51 10,231.49 24 7,084.18
5010 Replacement Supplies 17,000.00 .00 17,000.00 396.40 .00 13,724.42 3,275.58 81 16,707.64
5015 Dues & Subscriptions 3,900.00 .00 3,900.00 50.00 .00 1,943.00 1,957.00 50 709.82
5020 Gas/Oil/Mileage/Carwash 61,000.00 .00 61,000.00 5,752.99 1,286.75 58,575.64 1,137.61 98 61,882.34
5068 K-9 Unit .00 .00 .00 .00 .00 .00 .00 +++5,416.27
5095 Uniforms/Clothing 43,150.00 .00 43,150.00 946.58 .00 23,300.71 19,849.29 54 48,402.57
5100 Ammunition/Weapons 28,000.00 .00 28,000.00 .00 .00 12,054.10 15,945.90 43 28,249.11
5115.004 Community Programs-Explorer Program 5,000.00 .00 5,000.00 .00 .00 96.13 4,903.87 2 2,681.83
8003 Radio Maintenance 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 48.31
8035 Maintenance Contracts/Lease 15,995.00 .00 15,995.00 149.83 .00 10,562.11 5,432.89 66 4,366.03
8060 Vehicle Maintenance 46,970.00 .00 46,970.00 3,624.90 .00 37,026.57 9,943.43 79 75,795.14
8069 Bike Unit 3,500.00 .00 3,500.00 .00 .00 .00 3,500.00 0 3,384.90
8135 Contractual Services 16,000.00 .00 16,000.00 .00 .00 13,758.01 2,241.99 86 13,102.87
8265 Contractual Services-Wescom 608,000.00 .00 608,000.00 100,911.30 .00 454,100.85 153,899.15 75 607,001.28
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 7 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
64
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 05 - Police Department
Division 51 - Police Patrol
8267 Animal Control .00 .00 .00 .00 .00 .00 .00 +++2,780.00
Division 51 - Police Patrol Totals $8,303,140.00 $0.00 $8,303,140.00 $616,163.53 $5,166.49 $5,887,576.15 $2,410,397.36 71%$7,817,374.77
Division 52 - Police Administration
1005 Salaries-Full Time 2,009,633.00 .00 2,009,633.00 139,299.79 .00 1,153,049.52 856,583.48 57 1,763,317.37
1800 Salaries-Overtime 134,500.00 .00 134,500.00 10,943.20 .00 111,923.75 22,576.25 83 107,875.75
2000 FICA 132,936.00 .00 132,936.00 8,276.71 .00 75,852.96 57,083.04 57 116,993.79
2001 Medicare 31,090.00 .00 31,090.00 2,116.37 .00 17,962.85 13,127.15 58 27,450.04
2010 IMRF 15,212.00 .00 15,212.00 1,115.10 .00 9,508.80 5,703.20 63 13,654.52
2020 Employee Insurance 358,181.00 .00 358,181.00 24,504.68 .00 236,368.44 121,812.56 66 290,238.50
2025 Deferred Comp. Contribution 55,000.00 .00 55,000.00 .00 .00 .00 55,000.00 0 53,792.80
3000 Travel/Training 32,460.00 .00 32,460.00 55.66 .00 8,575.67 23,884.33 26 11,447.91
4000 Telephone/Internet 1,110.00 .00 1,110.00 67.21 .00 349.02 760.98 31 579.01
4005 Cellular Phones 19,800.00 .00 19,800.00 .00 .00 5,447.38 14,352.62 28 12,203.15
5005 Office Supplies/Postage 5,500.00 .00 5,500.00 1,074.39 .00 1,938.40 3,561.60 35 3,877.36
5010 Replacement Supplies 14,400.00 .00 14,400.00 .00 .00 2,438.83 11,961.17 17 4,215.15
5015 Dues & Subscriptions 5,220.00 .00 5,220.00 50.00 .00 2,995.50 2,224.50 57 3,999.47
5020 Gas/Oil/Mileage/Carwash 30,000.00 .00 30,000.00 3,046.70 .00 20,725.25 9,274.75 69 16,903.43
5040.002 Crime Scene/Evidence Tech Supply 12,400.00 .00 12,400.00 940.00 .00 4,964.00 7,436.00 40 6,314.65
5095 Uniforms/Clothing 13,000.00 .00 13,000.00 186.86 .00 12,099.15 900.85 93 14,056.57
5115.002 Community Programs 8,500.00 .00 8,500.00 .00 .00 1,921.36 6,578.64 23 6,127.48
5115.003 Community Prog.-Alcohol/Tobacco 2,500.00 .00 2,500.00 65.11 .00 157.95 2,342.05 6 103.80
5115.004 Community Programs-Explorer Program .00 .00 .00 .00 .00 .00 .00 +++(240.00)
8003 Radio Maintenance 31,000.00 .00 31,000.00 3,082.00 .00 14,278.79 16,721.21 46 25,563.66
8035 Maintenance Contracts/Lease 4,920.00 .00 4,920.00 149.83 .00 1,092.41 3,827.59 22 2,498.02
8060 Vehicle Maintenance 31,820.00 .00 31,820.00 2,480.22 .00 20,564.19 11,255.81 65 27,119.67
8245 D.A.R.E. Program 5,000.00 .00 5,000.00 .00 .00 1,003.57 3,996.43 20 3,076.16
8246 Shop with a Cop 10,000.00 .00 10,000.00 14,000.00 .00 15,817.79 (5,817.79)158 14,900.00
8250 Background Check Services 2,500.00 .00 2,500.00 199.60 .00 1,473.40 1,026.60 59 2,406.60
Division 52 - Police Administration Totals $2,966,682.00 $0.00 $2,966,682.00 $211,653.43 $0.00 $1,720,508.98 $1,246,173.02 58%$2,528,474.86
Division 54 - Seizure/Forfeiture
5012 Asset Seizure/Forfeiture Expense 225,000.00 .00 225,000.00 .00 .00 68,829.35 156,170.65 31 82,864.76
5012.030 Asset Seizure/Forfeture-Federal (DOJ Equitable Share).00 .00 .00 .00 .00 .00 .00 +++17,365.00
Division 54 - Seizure/Forfeiture Totals $225,000.00 $0.00 $225,000.00 $0.00 $0.00 $68,829.35 $156,170.65 31%$100,229.76
Division 55 - Police Special Activities
1005.061 Salaries-Special Activities 32,513.00 .00 32,513.00 6,226.31 .00 54,137.55 (21,624.55)167 22,764.17
2000 FICA 2,016.00 .00 2,016.00 290.17 .00 3,187.12 (1,171.12)158 1,344.41
2001 Medicare 471.00 .00 471.00 88.49 .00 768.20 (297.20)163 314.46
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 8 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
65
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 05 - Police Department
Division 55 - Police Special Activities Totals $35,000.00 $0.00 $35,000.00 $6,604.97 $0.00 $58,092.87 ($23,092.87)166%$24,423.04
Division 56 - Police Support Services
1005 Salaries-Full Time 984,456.00 .00 984,456.00 68,529.29 .00 588,935.24 395,520.76 60 914,636.73
1015 Salaries-Part Time 303,600.00 .00 303,600.00 17,372.99 .00 165,080.48 138,519.52 54 258,505.06
1800 Salaries-Overtime 56,000.00 .00 56,000.00 3,297.36 .00 26,538.27 29,461.73 47 40,089.08
2000 FICA 83,331.00 .00 83,331.00 5,002.19 .00 47,231.50 36,099.50 57 77,332.47
2001 Medicare 19,489.00 .00 19,489.00 1,272.90 .00 11,149.13 8,339.87 57 18,095.65
2010 IMRF 70,031.00 .00 70,031.00 4,209.77 .00 38,557.51 31,473.49 55 58,343.41
2020 Employee Insurance 147,139.00 .00 147,139.00 10,977.28 .00 110,754.19 36,384.81 75 149,287.61
2025 Deferred Comp. Contribution 40,000.00 .00 40,000.00 .00 .00 .00 40,000.00 0 25,302.34
3000 Travel/Training 10,760.00 .00 10,760.00 98.97 .00 1,892.38 8,867.62 18 5,930.75
4000 Telephone/Internet 2,200.00 .00 2,200.00 133.21 .00 692.03 1,507.97 31 1,163.71
4005 Cellular Phones 5,220.00 .00 5,220.00 .00 .00 1,304.07 3,915.93 25 2,923.45
5005 Office Supplies/Postage 13,750.00 .00 13,750.00 1,465.91 .00 3,757.06 9,992.94 27 9,889.19
5010 Replacement Supplies 8,200.00 .00 8,200.00 2,812.34 .00 3,777.30 4,422.70 46 2,707.47
5015 Dues & Subscriptions 1,650.00 .00 1,650.00 50.00 .00 539.00 1,111.00 33 1,632.00
5020 Gas/Oil/Mileage/Carwash 22,000.00 .00 22,000.00 1,634.52 .00 15,537.04 6,462.96 71 17,495.72
5095 Uniforms/Clothing 11,200.00 .00 11,200.00 1,608.01 .00 10,875.57 324.43 97 12,073.98
5115.001 Traffic Program 25,900.00 .00 25,900.00 2,511.35 .00 9,747.04 16,152.96 38 20,259.43
8003 Radio Maintenance 500.00 .00 500.00 .00 .00 160.60 339.40 32 .00
8035 Maintenance Contracts/Lease 7,660.00 .00 7,660.00 299.66 .00 3,780.42 3,879.58 49 3,749.91
8060 Vehicle Maintenance 21,500.00 .00 21,500.00 3,997.98 .00 13,051.67 8,448.33 61 19,309.61
8266 Chaplaincy Program 3,000.00 .00 3,000.00 .00 .00 1,168.96 1,831.04 39 1,219.49
8267 Animal Control 9,000.00 .00 9,000.00 794.30 .00 1,384.30 7,615.70 15 .00
8268 Accreditation 8,000.00 .00 8,000.00 .00 .00 4,595.00 3,405.00 57 4,595.00
Division 56 - Police Support Services Totals $1,854,586.00 $0.00 $1,854,586.00 $126,068.03 $0.00 $1,060,508.76 $794,077.24 57%$1,644,542.06
Division 91 - Capital
9115 Office Furniture & Equipment 8,000.00 .00 8,000.00 .00 .00 2,026.01 5,973.99 25 9,739.47
9120 Machinery and Equipment 100,000.00 .00 100,000.00 8,848.02 .00 22,575.52 77,424.48 23 85,762.39
Division 91 - Capital Totals $108,000.00 $0.00 $108,000.00 $8,848.02 $0.00 $24,601.53 $83,398.47 23%$95,501.86
Division 93 - Contingencies
9300 Contingencies 12,000.00 .00 12,000.00 2,274.63 .00 7,428.58 4,571.42 62 13,361.69
Division 93 - Contingencies Totals $12,000.00 $0.00 $12,000.00 $2,274.63 $0.00 $7,428.58 $4,571.42 62%$13,361.69
Unit 05 - Police Department Totals $14,158,497.00 $0.00 $14,158,497.00 $1,016,010.41 $5,166.49 $9,206,245.95 $4,947,084.56 65%$12,864,105.63
Unit 07 - PEMA
Division 07 - PEMA Program
3000 Travel/Training 4,000.00 .00 4,000.00 .00 .00 .00 4,000.00 0 1,482.41
4000 Telephone/Internet 7,250.00 .00 7,250.00 173.35 .00 4,552.52 2,697.48 63 6,940.09
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 9 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
66
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 07 - PEMA
Division 07 - PEMA Program
4005 Cellular Phones 875.00 .00 875.00 .00 .00 324.42 550.58 37 603.34
5005 Office Supplies/Postage 1,000.00 .00 1,000.00 63.98 .00 1,462.14 (462.14)146 397.57
5010 Replacement Supplies 6,000.00 .00 6,000.00 1,214.86 .00 3,893.93 2,106.07 65 4,623.79
5015 Dues & Subscriptions 4,000.00 .00 4,000.00 .00 .00 2,009.93 1,990.07 50 3,418.86
5020 Gas/Oil/Mileage/Carwash 8,000.00 .00 8,000.00 183.40 .00 1,123.58 6,876.42 14 2,166.43
5040 Supplies/Hardware 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 61.00
5040.001 Supplies/Hardware-ESDA 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 .00
5095 Uniforms/Clothing 6,000.00 .00 6,000.00 1,227.92 .00 2,890.39 3,109.61 48 2,041.17
5110 Emergency Operation Center 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
5115 Police Public Relations 3,000.00 .00 3,000.00 .00 .00 .00 3,000.00 0 1,050.30
5120 Disaster Plan/Exercises/NIMS 3,000.00 .00 3,000.00 .00 .00 212.88 2,787.12 7 .00
8003 Radio Maintenance 16,000.00 .00 16,000.00 .00 6,670.07 280.32 9,049.61 43 13,914.75
8020 Building Maintenance 20,000.00 .00 20,000.00 301.14 .00 1,786.41 18,213.59 9 1,298.41
8035 Maintenance Contracts/Lease 1,200.00 .00 1,200.00 149.83 .00 1,048.81 151.19 87 1,797.96
8060 Vehicle Maintenance 20,000.00 .00 20,000.00 33.31 .00 5,374.53 14,625.47 27 19,265.23
8069 Bike Unit 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 168.00
8125 Siren Maintenance 13,000.00 .00 13,000.00 6,801.29 .00 7,979.52 5,020.48 61 10,227.74
8135 Contractual Services 5,250.00 .00 5,250.00 .00 .00 .00 5,250.00 0 .00
8280 Cadet Program 4,500.00 .00 4,500.00 .00 .00 .00 4,500.00 0 1,759.51
8305 PEMA Search and Rescue 3,000.00 .00 3,000.00 .00 .00 1,500.40 1,499.60 50 3,900.00
9115 Office Furniture & Equipment 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 .00
9120 Machinery and Equipment 5,000.00 .00 5,000.00 .00 .00 2,299.00 2,701.00 46 .00
9300 Contingencies 3,000.00 .00 3,000.00 122.05 .00 337.21 2,662.79 11 488.13
Division 07 - PEMA Program Totals $142,575.00 $0.00 $142,575.00 $10,271.13 $6,670.07 $37,075.99 $98,828.94 31%$75,604.69
Unit 07 - PEMA Totals $142,575.00 $0.00 $142,575.00 $10,271.13 $6,670.07 $37,075.99 $98,828.94 31%$75,604.69
Unit 08 - Street Department
Division 02 - Administration Program
1005 Salaries-Full Time 400,000.00 .00 400,000.00 30,502.59 .00 259,093.71 140,906.29 65 398,138.28
2000 FICA 24,800.00 .00 24,800.00 1,573.92 .00 15,090.42 9,709.58 61 25,115.91
2001 Medicare 5,800.00 .00 5,800.00 427.05 .00 3,642.85 2,157.15 63 5,992.15
2010 IMRF 44,000.00 .00 44,000.00 3,400.65 .00 28,989.41 15,010.59 66 46,129.27
2020 Employee Insurance 89,000.00 .00 89,000.00 6,822.26 .00 67,067.14 21,932.86 75 83,463.12
2025 Deferred Comp. Contribution 10,500.00 .00 10,500.00 .00 .00 .00 10,500.00 0 10,884.10
3000 Travel/Training 10,000.00 .00 10,000.00 1,153.33 .00 8,805.62 1,194.38 88 2,186.92
3015 IL Unemployment Insurance 4,500.00 .00 4,500.00 .00 .00 2,176.02 2,323.98 48 4,500.00
4000 Telephone/Internet 25,000.00 .00 25,000.00 4,873.36 .00 10,211.30 14,788.70 41 33,009.89
4005 Cellular Phones 8,500.00 .00 8,500.00 .00 .00 3,442.15 5,057.85 40 7,747.32
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 10 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
67
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 08 - Street Department
Division 02 - Administration Program
5005 Office Supplies/Postage 5,000.00 .00 5,000.00 598.82 .00 2,682.52 2,317.48 54 4,134.07
5015 Dues & Subscriptions 3,000.00 .00 3,000.00 40.90 .00 1,495.65 1,504.35 50 2,898.33
5020 Gas/Oil/Mileage/Carwash 300.00 .00 300.00 85.12 .00 97.12 202.88 32 .00
5040 Supplies/Hardware 500.00 .00 500.00 .00 .00 .00 500.00 0 305.95
5095 Uniforms/Clothing .00 .00 .00 .00 .00 50.91 (50.91)+++.00
8020 Building Maintenance 20,000.00 .00 20,000.00 3,598.92 .00 15,807.32 4,192.68 79 12,559.39
8050 Legal Notices 1,000.00 .00 1,000.00 .00 .00 841.68 158.32 84 3,242.66
Division 02 - Administration Program Totals $651,900.00 $0.00 $651,900.00 $53,076.92 $0.00 $419,493.82 $232,406.18 64%$640,307.36
Division 60 - Street Maintenance Program
1005 Salaries-Full Time 875,000.00 .00 875,000.00 71,171.89 .00 567,168.64 307,831.36 65 848,798.02
1800 Salaries-Overtime 80,000.00 .00 80,000.00 2,237.96 .00 49,692.29 30,307.71 62 97,807.19
2000 FICA 59,500.00 .00 59,500.00 4,383.78 .00 36,878.03 22,621.97 62 58,970.64
2001 Medicare 14,000.00 .00 14,000.00 1,025.24 .00 8,624.67 5,375.33 62 13,791.35
2010 IMRF 105,100.00 .00 105,100.00 8,164.86 .00 68,565.96 36,534.04 65 106,750.60
2020 Employee Insurance 226,000.00 .00 226,000.00 16,303.76 .00 152,696.76 73,303.24 68 192,658.31
2025 Deferred Comp. Contribution 25,000.00 .00 25,000.00 .00 .00 .00 25,000.00 0 21,024.90
4015 Electricity/Gas 210,000.00 .00 210,000.00 3,518.17 .00 35,632.39 174,367.61 17 195,754.28
5020 Gas/Oil/Mileage/Carwash 65,000.00 .00 65,000.00 5,159.58 1,286.75 24,988.52 38,724.73 40 48,039.63
5040 Supplies/Hardware 15,000.00 .00 15,000.00 1,750.92 .00 5,976.04 9,023.96 40 14,616.48
5040.003 Supplies/Hardware-Salt Purchase 325,000.00 .00 325,000.00 8,723.14 .00 8,898.72 316,101.28 3 227,596.30
5055 Street Sign Maintenance 65,000.00 .00 65,000.00 1,626.54 .00 13,632.19 51,367.81 21 51,998.32
5060 Aggregate Materials 4,000.00 .00 4,000.00 .00 .00 3,257.22 742.78 81 4,829.37
5095 Uniforms/Clothing 10,000.00 .00 10,000.00 834.05 .00 7,086.69 2,913.31 71 11,972.20
8003 Radio Maintenance 5,000.00 .00 5,000.00 .00 .00 781.30 4,218.70 16 3,224.60
8060 Vehicle Maintenance 35,000.00 .00 35,000.00 2,882.72 .00 17,501.67 17,498.33 50 22,249.14
8130 Street Light Maintenance 125,000.00 .00 125,000.00 26,062.98 .00 75,220.58 49,779.42 60 137,640.58
8131 Street Maintenance 165,000.00 .00 165,000.00 3,053.20 .00 94,769.74 70,230.26 57 157,742.16
8132 Storm Sewer Improvements 20,000.00 .00 20,000.00 4,813.95 .00 8,570.23 11,429.77 43 15,272.36
8135 Contractual Services 190,000.00 .00 190,000.00 20,497.34 10,090.97 129,224.52 50,684.51 73 159,676.36
8135.004 Snow Removal 475,000.00 .00 475,000.00 .00 .00 142.95 474,857.05 0 758,252.49
8150 Sidewalk Maintenance 5,000.00 .00 5,000.00 .00 .00 3,185.27 1,814.73 64 5,219.96
8160 Equipment Maintenance 100,000.00 .00 100,000.00 8,093.36 .00 62,485.15 37,514.85 62 134,510.30
Division 60 - Street Maintenance Program Totals $3,198,600.00 $0.00 $3,198,600.00 $190,303.44 $11,377.72 $1,374,979.53 $1,812,242.75 43%$3,288,395.54
Division 62 - Forestry Program
1005 Salaries-Full Time 85,000.00 .00 85,000.00 6,546.54 .00 55,406.45 29,593.55 65 85,741.40
1800 Salaries-Overtime 8,000.00 .00 8,000.00 278.05 .00 5,521.31 2,478.69 69 13,066.80
2000 FICA 6,000.00 .00 6,000.00 410.62 .00 3,686.15 2,313.85 61 6,212.59
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 11 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
68
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 08 - Street Department
Division 62 - Forestry Program
2001 Medicare 1,400.00 .00 1,400.00 96.03 .00 862.06 537.94 62 1,452.91
2010 IMRF 10,500.00 .00 10,500.00 759.57 .00 6,800.19 3,699.81 65 11,148.51
2020 Employee Insurance 15,000.00 .00 15,000.00 1,097.78 .00 10,862.34 4,137.66 72 13,226.20
2025 Deferred Comp. Contribution 3,500.00 .00 3,500.00 .00 .00 .00 3,500.00 0 2,275.31
5040 Supplies/Hardware 10,000.00 .00 10,000.00 623.51 .00 3,300.68 6,699.32 33 11,070.90
5095 Uniforms/Clothing 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
8135 Contractual Services 25,000.00 .00 25,000.00 .00 .00 6,825.00 18,175.00 27 23,505.60
8135.002 Tree Removal 30,000.00 .00 30,000.00 3,600.00 .00 29,350.00 650.00 98 44,200.00
Division 62 - Forestry Program Totals $194,900.00 $0.00 $194,900.00 $13,412.10 $0.00 $122,614.18 $72,285.82 63%$211,900.22
Division 63 - Vehicle Maintenance Program
1005 Salaries-Full Time 195,000.00 .00 195,000.00 11,925.50 .00 125,610.23 69,389.77 64 191,800.49
1800 Salaries-Overtime 8,000.00 .00 8,000.00 740.33 .00 4,443.68 3,556.32 56 9,939.19
2000 FICA 12,600.00 .00 12,600.00 771.07 .00 7,946.14 4,653.86 63 12,577.04
2001 Medicare 3,000.00 .00 3,000.00 180.33 .00 1,858.35 1,141.65 62 2,941.45
2010 IMRF 22,500.00 .00 22,500.00 1,409.72 .00 14,494.98 8,005.02 64 22,794.91
2020 Employee Insurance 35,000.00 .00 35,000.00 1,857.95 .00 20,395.35 14,604.65 58 33,556.04
2025 Deferred Comp. Contribution 5,000.00 .00 5,000.00 .00 .00 .00 5,000.00 0 5,724.44
Division 63 - Vehicle Maintenance Program Totals $281,100.00 $0.00 $281,100.00 $16,884.90 $0.00 $174,748.73 $106,351.27 62%$279,333.56
Unit 08 - Street Department Totals $4,326,500.00 $0.00 $4,326,500.00 $273,677.36 $11,377.72 $2,091,836.26 $2,223,286.02 49%$4,419,936.68
Unit 09 - Community Development
Division 20 - Planning Program
1005 Salaries-Full Time 389,000.00 .00 389,000.00 25,004.50 .00 254,804.27 134,195.73 66 338,140.45
1045 Salaries-Commissioner 6,500.00 .00 6,500.00 310.00 .00 3,170.00 3,330.00 49 4,465.00
1800 Salaries-Overtime 2,000.00 .00 2,000.00 .00 .00 114.02 1,885.98 6 .00
2000 FICA 25,000.00 .00 25,000.00 1,528.35 .00 15,677.83 9,322.17 63 21,780.54
2001 Medicare 5,800.00 .00 5,800.00 357.46 .00 3,666.62 2,133.38 63 5,093.86
2010 IMRF 43,000.00 .00 43,000.00 2,783.00 .00 28,489.24 14,510.76 66 38,774.51
2020 Employee Insurance 93,000.00 .00 93,000.00 5,719.10 .00 64,278.77 28,721.23 69 75,575.42
2025 Deferred Comp. Contribution 8,500.00 .00 8,500.00 .00 .00 .00 8,500.00 0 6,596.55
3000 Travel/Training 8,000.00 .00 8,000.00 45.00 .00 2,569.00 5,431.00 32 1,245.00
3015 IL Unemployment Insurance 1,000.00 .00 1,000.00 .00 .00 483.32 516.68 48 1,000.00
4000 Telephone/Internet 3,000.00 .00 3,000.00 181.66 .00 992.86 2,007.14 33 1,340.94
4005 Cellular Phones 1,500.00 .00 1,500.00 .00 .00 508.86 991.14 34 1,031.52
5005 Office Supplies/Postage 12,000.00 .00 12,000.00 312.55 .00 7,046.73 4,953.27 59 3,794.76
5015 Dues & Subscriptions 5,000.00 .00 5,000.00 4.00 .00 1,926.83 3,073.17 39 4,587.55
5020 Gas/Oil/Mileage/Carwash 750.00 .00 750.00 .00 .00 40.00 710.00 5 37.29
8035 Maintenance Contracts/Lease 2,000.00 .00 2,000.00 149.83 .00 1,091.14 908.86 55 1,820.32
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 12 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
69
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 09 - Community Development
Division 20 - Planning Program
8050 Legal Notices 10,000.00 .00 10,000.00 1,490.44 .00 5,489.06 4,510.94 55 10,514.30
8060 Vehicle Maintenance 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
8065 Legal Fees 4,000.00 .00 4,000.00 816.50 .00 1,372.25 2,627.75 34 2,026.00
8097 Special Projects and Programs 15,000.00 .00 15,000.00 .00 .00 .00 15,000.00 0 62,528.00
8135 Contractual Services 30,000.00 .00 30,000.00 550.00 .00 4,936.75 25,063.25 16 4,386.75
8225 Engineering Fees 10,000.00 .00 10,000.00 390.00 .00 14,543.75 (4,543.75)145 18,787.65
Division 20 - Planning Program Totals $676,050.00 $0.00 $676,050.00 $39,642.39 $0.00 $411,201.30 $264,848.70 61%$603,526.41
Division 21 - Building Program
1005 Salaries-Full Time 655,000.00 .00 655,000.00 53,187.32 .00 451,803.01 203,196.99 69 669,669.46
1800 Salaries-Overtime 3,000.00 .00 3,000.00 37.37 .00 2,270.16 729.84 76 .00
2000 FICA 41,000.00 .00 41,000.00 3,187.78 .00 27,230.11 13,769.89 66 41,795.81
2001 Medicare 9,800.00 .00 9,800.00 745.53 .00 6,368.31 3,431.69 65 9,774.84
2010 IMRF 73,000.00 .00 73,000.00 5,923.91 .00 50,599.58 22,400.42 69 75,589.73
2020 Employee Insurance 178,000.00 .00 178,000.00 13,368.56 .00 134,656.00 43,344.00 76 164,902.05
2025 Deferred Comp. Contribution 15,000.00 .00 15,000.00 .00 .00 .00 15,000.00 0 16,396.77
3000 Travel/Training 12,000.00 .00 12,000.00 975.20 .00 5,963.01 6,036.99 50 3,542.75
3015 IL Unemployment Insurance 1,500.00 .00 1,500.00 .00 .00 803.93 696.07 54 1,500.00
4000 Telephone/Internet 1,000.00 .00 1,000.00 60.56 .00 330.95 669.05 33 449.56
4005 Cellular Phones 4,500.00 .00 4,500.00 .00 .00 2,088.48 2,411.52 46 4,049.91
5005 Office Supplies/Postage 10,000.00 .00 10,000.00 655.22 .00 4,708.66 5,291.34 47 8,191.63
5015 Dues & Subscriptions 3,000.00 .00 3,000.00 .00 .00 271.40 2,728.60 9 340.00
5020 Gas/Oil/Mileage/Carwash 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
5095 Uniforms/Clothing 1,000.00 .00 1,000.00 .00 .00 700.50 299.50 70 898.29
8045 Recording Fees 3,000.00 .00 3,000.00 164.00 .00 1,804.00 1,196.00 60 2,612.00
8060 Vehicle Maintenance 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
8135 Contractual Services 10,000.00 .00 10,000.00 258.89 .00 3,238.86 6,761.14 32 3,170.18
Division 21 - Building Program Totals $1,022,800.00 $0.00 $1,022,800.00 $78,564.34 $0.00 $692,836.96 $329,963.04 68%$1,002,882.98
Unit 09 - Community Development Totals $1,698,850.00 $0.00 $1,698,850.00 $118,206.73 $0.00 $1,104,038.26 $594,811.74 65%$1,606,409.39
Unit 50 - Police Commission
Division 02 - Administration Program
1015 Salaries-Part Time 6,500.00 .00 6,500.00 51.48 .00 2,764.91 3,735.09 43 1,110.53
2000 FICA 341.00 .00 341.00 3.19 .00 171.43 169.57 50 57.20
2001 Medicare 80.00 .00 80.00 .75 .00 40.11 39.89 50 13.37
3000 Travel/Training 1,000.00 .00 1,000.00 16.69 .00 1,541.69 (541.69)154 114.00
5005 Office Supplies/Postage 2,000.00 .00 2,000.00 .00 .00 115.70 1,884.30 6 1,773.80
5015 Dues & Subscriptions 600.00 .00 600.00 .00 .00 375.00 225.00 62 699.00
8065 Legal Fees 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 .00
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 13 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
70
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 01 - General Fund
EXPENSE
Unit 50 - Police Commission
Division 02 - Administration Program
8115 Police Testing/Hiring 20,000.00 .00 20,000.00 550.00 .00 10,440.94 9,559.06 52 4,665.00
8135 Contractual Services .00 .00 .00 .00 .00 1,900.00 (1,900.00)+++.00
Division 02 - Administration Program Totals $31,521.00 $0.00 $31,521.00 $622.11 $0.00 $17,349.78 $14,171.22 55%$8,432.90
Unit 50 - Police Commission Totals $31,521.00 $0.00 $31,521.00 $622.11 $0.00 $17,349.78 $14,171.22 55%$8,432.90
EXPENSE TOTALS $29,384,988.00 $0.00 $29,384,988.00 $2,035,742.59 $70,590.28 $17,345,711.12 $11,968,686.60 59%$30,665,074.80
Fund 01 - General Fund Totals
REVENUE TOTALS 29,384,988.00 .00 29,384,988.00 2,432,776.07 .00 25,348,365.19 4,036,622.81 86%31,584,688.88
EXPENSE TOTALS 29,384,988.00 .00 29,384,988.00 2,035,742.59 70,590.28 17,345,711.12 11,968,686.60 59%30,665,074.80
Fund 01 - General Fund Totals $0.00 $0.00 $0.00 $397,033.48 ($70,590.28)$8,002,654.07 ($7,932,063.79)$919,614.08
Fund 02 - Water and Sewer Fund
REVENUE
0450.450 Home Rule Sales Tax 1,800,000.00 .00 1,800,000.00 235,702.59 .00 1,860,922.75 (60,922.75)103 2,114,518.07
0570.850 Meter Sales 85,000.00 .00 85,000.00 10,350.00 .00 140,935.00 (55,935.00)166 191,884.00
0570.851 Water Connection Fee 500,000.00 .00 500,000.00 92,498.50 .00 992,521.27 (492,521.27)199 1,103,811.98
0570.852 Sewer Connection Fee 575,000.00 .00 575,000.00 63,000.00 .00 1,052,880.00 (477,880.00)183 2,112,244.50
0570.859 Sewer By-Pass Fee 7,000.00 .00 7,000.00 1,505.00 .00 3,870.00 3,130.00 55 2,365.00
0570.876 Recapture Fee .00 .00 .00 1,876.57 .00 39,392.21 (39,392.21)+++.00
0620.672 Water Sales 11,200,000.00 .00 11,200,000.00 876,996.37 .00 8,710,926.09 2,489,073.91 78 11,976,339.69
0620.673 Water Penalty 50,000.00 .00 50,000.00 7,941.90 .00 54,035.57 (4,035.57)108 2.80
0620.674 Sewer Sales 5,600,000.00 .00 5,600,000.00 455,892.66 .00 4,434,861.75 1,165,138.25 79 6,029,551.11
0620.675 Sewer Penalty 20,000.00 .00 20,000.00 4,304.60 .00 29,214.25 (9,214.25)146 (2.24)
0620.676 Capital Charge 1,092,000.00 .00 1,092,000.00 94,896.86 .00 848,835.91 243,164.09 78 1,110,390.84
0620.677 Capital Charge Penalty 6,000.00 .00 6,000.00 962.69 .00 5,264.08 735.92 88 (.65)
0650.818 Tower Rent 24,000.00 .00 24,000.00 .00 .00 16,000.00 8,000.00 67 24,000.00
0700.650 Grant Revenue 300,000.00 .00 300,000.00 .00 .00 3,014,819.34 (2,714,819.34)1005 .00
0800.800 Interest Income 70,000.00 .00 70,000.00 1,992.77 .00 6,803.91 63,196.09 10 44,047.14
0800.826 Realized Gain/Loss On Investment .00 .00 .00 .00 .00 1,692.50 (1,692.50)+++.00
0800.827 Unrealized Gain/Loss .00 .00 .00 (531.26).00 (3,956.55)3,956.55 +++(4,928.31)
0800.830 Unrealized Gain/Loss IMET .00 .00 .00 (8,371.71).00 (34,102.75)34,102.75 +++23,043.71
0801.822 Donation/Contribution .00 .00 .00 .00 .00 .00 .00 +++929,493.44
0803.001 Sale of Scrap 500.00 .00 500.00 .00 .00 6,162.93 (5,662.93)1233 2,581.03
0805.000 Other Reimbursements .00 .00 .00 .00 .00 (11.40)11.40 +++21,930.00
0806.000 Other Receipts 25,000.00 .00 25,000.00 23,361.69 .00 35,892.09 (10,892.09)144 28,106.85
0950.952 Loan Proceeds 2,200,000.00 .00 2,200,000.00 .00 .00 771,157.43 1,428,842.57 35 .00
REVENUE TOTALS $23,554,500.00 $0.00 $23,554,500.00 $1,862,379.23 $0.00 $21,988,116.38 $1,566,383.62 93%$25,709,378.96
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 14 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
71
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 02 - Water and Sewer Fund
EXPENSE
Unit 10 - Water Department
Division 02 - Administration Program
1005 Salaries-Full Time 248,000.00 .00 248,000.00 16,640.08 .00 146,537.75 101,462.25 59 219,317.90
2000 FICA 15,500.00 .00 15,500.00 845.76 .00 8,701.93 6,798.07 56 13,979.85
2001 Medicare 3,600.00 .00 3,600.00 240.68 .00 2,117.90 1,482.10 59 3,355.44
2010 IMRF 27,500.00 .00 27,500.00 1,889.40 .00 16,671.86 10,828.14 61 25,885.58
2020 Employee Insurance 59,000.00 .00 59,000.00 3,090.60 .00 34,445.04 24,554.96 58 45,398.08
2020.001 Contra Insurance Account .00 .00 .00 .00 .00 .00 .00 +++(22,516.80)
2025 Deferred Comp. Contribution 8,000.00 .00 8,000.00 .00 .00 .00 8,000.00 0 7,708.16
3000 Travel/Training 5,000.00 .00 5,000.00 207.86 .00 1,129.29 3,870.71 23 1,918.00
3015 IL Unemployment Insurance 2,000.00 .00 2,000.00 .00 .00 673.79 1,326.21 34 2,000.00
4000 Telephone/Internet 7,500.00 .00 7,500.00 .00 .00 364.85 7,135.15 5 7,717.19
4005 Cellular Phones 4,500.00 .00 4,500.00 .00 .00 2,467.04 2,032.96 55 4,178.00
5005 Office Supplies/Postage 30,000.00 .00 30,000.00 2,791.13 .00 23,046.59 6,953.41 77 29,484.27
5015 Dues & Subscriptions 2,000.00 .00 2,000.00 67.87 .00 816.87 1,183.13 41 265.67
5020 Gas/Oil/Mileage/Carwash 500.00 .00 500.00 .00 .00 .00 500.00 0 82.00
5040 Supplies/Hardware 500.00 .00 500.00 16.17 .00 328.93 171.07 66 447.61
5065 Software 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 .00
5075 Sand & Gravel 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 1,476.41
5080 Water Meters 150,000.00 .00 150,000.00 21,522.86 .00 126,272.97 23,727.03 84 174,832.25
8020 Building Maintenance 10,000.00 .00 10,000.00 2,871.97 .00 11,641.01 (1,641.01)116 10,622.99
8065 Legal Fees 1,500.00 .00 1,500.00 238.00 .00 238.00 1,262.00 16 .00
8135 Contractual Services 40,000.00 .00 40,000.00 6,255.77 .00 34,367.25 5,632.75 86 35,711.13
8135.008 Settlement Charges .00 .00 .00 1,369.17 .00 6,157.22 (6,157.22)+++1,192.93
8160 Equipment Maintenance 500.00 .00 500.00 .00 .00 40.75 459.25 8 251.33
8225 Engineering Fees 10,000.00 .00 10,000.00 11,917.62 .00 47,408.62 (37,408.62)474 79,589.84
9330 Change in IMRF Net Pension Liability GASB 68 .00 .00 .00 .00 .00 .00 .00 +++(68,949.00)
9350 Change in Net OBEB .00 .00 .00 .00 .00 .00 .00 +++(2,771.00)
9401 Administrative Service Charge 175,000.00 .00 175,000.00 .00 .00 87,500.00 87,500.00 50 175,000.00
9905 Transfer to Debt Service 233,937.00 .00 233,937.00 .00 .00 233,937.00 .00 100 245,950.00
Division 02 - Administration Program Totals $1,038,537.00 $0.00 $1,038,537.00 $69,964.94 $0.00 $784,864.66 $253,672.34 76%$992,127.83
Division 30 - Water Distribution Program
1005 Salaries-Full Time 399,500.00 .00 399,500.00 30,617.63 .00 260,067.86 139,432.14 65 387,777.16
1015 Salaries-Part Time 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 8,086.00
1800 Salaries-Overtime 35,000.00 .00 35,000.00 3,159.93 .00 21,234.09 13,765.91 61 32,515.11
2000 FICA 27,000.00 .00 27,000.00 1,955.49 .00 16,798.15 10,201.85 62 27,058.19
2001 Medicare 6,300.00 .00 6,300.00 475.18 .00 3,962.91 2,337.09 63 6,363.90
2010 IMRF 48,000.00 .00 48,000.00 3,681.60 .00 30,984.08 17,015.92 65 47,853.67
2020 Employee Insurance 85,000.00 .00 85,000.00 5,362.12 .00 54,779.17 30,220.83 64 75,836.52
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 15 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
72
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 02 - Water and Sewer Fund
EXPENSE
Unit 10 - Water Department
Division 30 - Water Distribution Program
2025 Deferred Comp. Contribution 15,000.00 .00 15,000.00 .00 .00 .00 15,000.00 0 13,575.24
4000 Telephone/Internet 18,000.00 .00 18,000.00 .00 .00 875.66 17,124.34 5 18,521.24
4005 Cellular Phones 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
4015 Electricity/Gas 125,000.00 .00 125,000.00 13,654.10 .00 78,284.32 46,715.68 63 146,357.89
5005 Office Supplies/Postage 2,000.00 .00 2,000.00 .00 .00 .00 2,000.00 0 330.72
5010 Replacement Supplies 8,500.00 .00 8,500.00 .00 .00 14,468.77 (5,968.77)170 6,950.13
5020 Gas/Oil/Mileage/Carwash 15,000.00 .00 15,000.00 752.40 1,286.75 11,640.56 2,072.69 86 10,091.65
5040 Supplies/Hardware 5,000.00 .00 5,000.00 2,024.79 .00 4,191.93 808.07 84 7,698.61
5070 Chemicals 6,000.00 .00 6,000.00 1,853.75 .00 3,546.25 2,453.75 59 5,851.25
5095 Uniforms/Clothing 4,000.00 .00 4,000.00 897.31 .00 3,063.88 936.12 77 4,792.64
8020 Building Maintenance 8,000.00 .00 8,000.00 281.88 .00 281.88 7,718.12 4 7,978.36
8060 Vehicle Maintenance 10,000.00 .00 10,000.00 352.38 .00 4,326.63 5,673.37 43 8,135.67
8135 Contractual Services 50,000.00 .00 50,000.00 258.89 .00 3,024.55 46,975.45 6 35,738.96
8135.003 Lake Michigan Water Purchase 8,833,000.00 .00 8,833,000.00 877,418.08 .00 5,812,884.39 3,020,115.61 66 9,994,363.85
8160 Equipment Maintenance 10,000.00 .00 10,000.00 604.02 .00 8,429.12 1,570.88 84 4,356.16
8185 System Maintenance 80,000.00 .00 80,000.00 14.69 .00 4,276.56 75,723.44 5 46,539.38
8194 Water/Fire Hydrant 50,000.00 .00 50,000.00 .00 .00 41,511.25 8,488.75 83 42,815.49
8200 EPA Analytical 16,000.00 .00 16,000.00 805.00 .00 10,263.52 5,736.48 64 25,243.87
9305 Capitalized Assets-Cap Outlay .00 .00 .00 .00 .00 .00 .00 +++(4,107,801.47)
9905 Transfer to Debt Service 233,937.00 .00 233,937.00 .00 .00 233,937.00 .00 100 245,950.00
Division 30 - Water Distribution Program Totals $10,100,737.00 $0.00 $10,100,737.00 $944,169.24 $1,286.75 $6,622,832.53 $3,476,617.72 66%$7,102,980.19
Division 93 - Contingencies
9303 Depreciation .00 .00 .00 .00 .00 .00 .00 +++3,522,663.85
9307 Amortization Expense .00 .00 .00 .00 .00 .00 .00 +++51,962.55
9307.002 Amortization Expense-Asset Retirement Obligation
(ARO)
.00 .00 .00 .00 .00 .00 .00 +++14,323.00
Division 93 - Contingencies Totals $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 +++$3,588,949.40
Unit 10 - Water Department Totals $11,139,274.00 $0.00 $11,139,274.00 $1,014,134.18 $1,286.75 $7,407,697.19 $3,730,290.06 67%$11,684,057.42
Unit 11 - Sewer Department
Division 02 - Administration Program
1005 Salaries-Full Time 251,250.00 .00 251,250.00 16,109.03 .00 144,883.31 106,366.69 58 220,781.18
2000 FICA 15,800.00 .00 15,800.00 798.45 .00 8,535.18 7,264.82 54 14,021.20
2001 Medicare 3,700.00 .00 3,700.00 229.57 .00 2,078.59 1,621.41 56 3,364.89
2010 IMRF 28,000.00 .00 28,000.00 1,809.46 .00 16,396.24 11,603.76 59 25,985.17
2020 Employee Insurance 57,985.00 .00 57,985.00 2,934.48 .00 33,409.90 24,575.10 58 43,787.28
2025 Deferred Comp. Contribution 8,500.00 .00 8,500.00 .00 .00 .00 8,500.00 0 7,735.42
3000 Travel/Training 12,000.00 .00 12,000.00 207.87 .00 597.22 11,402.78 5 988.63
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 16 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
73
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 02 - Water and Sewer Fund
EXPENSE
Unit 11 - Sewer Department
Division 02 - Administration Program
3015 IL Unemployment Insurance 2,000.00 .00 2,000.00 .00 .00 553.99 1,446.01 28 2,000.00
4000 Telephone/Internet 13,000.00 .00 13,000.00 .00 .00 632.43 12,367.57 5 13,376.46
4005 Cellular Phones 3,500.00 .00 3,500.00 .00 .00 1,096.90 2,403.10 31 2,371.96
5005 Office Supplies/Postage 30,000.00 .00 30,000.00 2,776.39 .00 20,807.68 9,192.32 69 28,821.55
5015 Dues & Subscriptions 72,300.00 .00 72,300.00 67.88 .00 63,958.22 8,341.78 88 63,934.66
5020 Gas/Oil/Mileage/Carwash 2,500.00 .00 2,500.00 249.70 .00 249.70 2,250.30 10 2,195.13
5040 Supplies/Hardware 2,500.00 .00 2,500.00 16.16 .00 233.25 2,266.75 9 1,559.81
5095 Uniforms/Clothing .00 .00 .00 .00 .00 127.33 (127.33)+++.00
8020 Building Maintenance 20,000.00 .00 20,000.00 2,492.97 .00 11,112.23 8,887.77 56 10,636.96
8065 Legal Fees 1,500.00 .00 1,500.00 .00 .00 .00 1,500.00 0 .00
8135 Contractual Services 75,000.00 .00 75,000.00 6,067.33 .00 19,960.43 55,039.57 27 47,054.16
8135.008 Settlement Charges .00 .00 .00 1,369.58 .00 6,158.76 (6,158.76)+++1,193.18
8160 Equipment Maintenance 2,000.00 .00 2,000.00 .00 .00 12.15 1,987.85 1 683.07
8225 Engineering Fees 15,000.00 .00 15,000.00 .00 .00 .00 15,000.00 0 13,731.40
9330 Change in IMRF Net Pension Liability GASB 68 .00 .00 .00 .00 .00 .00 .00 +++(68,949.00)
9350 Change in Net OBEB .00 .00 .00 .00 .00 .00 .00 +++(2,771.00)
9401 Administrative Service Charge 175,000.00 .00 175,000.00 .00 .00 87,500.00 87,500.00 50 175,000.00
9905 Transfer to Debt Service 233,937.00 .00 233,937.00 .00 .00 233,937.00 .00 100 245,950.00
Division 02 - Administration Program Totals $1,025,472.00 $0.00 $1,025,472.00 $35,128.87 $0.00 $652,240.51 $373,231.49 64%$853,452.11
Division 40 - Sewer Treatment Program
1005 Salaries-Full Time 444,250.00 .00 444,250.00 26,511.95 .00 250,904.13 193,345.87 56 409,937.90
1015 Salaries-Part Time 10,000.00 .00 10,000.00 .00 .00 .00 10,000.00 0 8,086.00
1800 Salaries-Overtime 30,000.00 .00 30,000.00 928.97 .00 12,092.54 17,907.46 40 26,455.50
2000 FICA 30,100.00 .00 30,100.00 1,577.88 .00 15,657.32 14,442.68 52 28,017.52
2001 Medicare 7,000.00 .00 7,000.00 385.09 .00 3,692.87 3,307.13 53 6,585.10
2010 IMRF 53,500.00 .00 53,500.00 3,037.60 .00 29,129.85 24,370.15 54 49,784.10
2020 Employee Insurance 80,000.00 .00 80,000.00 4,112.34 .00 46,903.02 33,096.98 59 63,072.04
2025 Deferred Comp. Contribution 18,000.00 .00 18,000.00 .00 .00 .00 18,000.00 0 14,106.01
4000 Telephone/Internet 35,000.00 .00 35,000.00 .00 .00 1,702.66 33,297.34 5 36,013.63
4015 Electricity/Gas 510,000.00 .00 510,000.00 41,012.97 .00 251,755.37 258,244.63 49 528,079.49
5005 Office Supplies/Postage 3,000.00 .00 3,000.00 .00 .00 .00 3,000.00 0 72.89
5010 Replacement Supplies 5,000.00 .00 5,000.00 1,487.82 .00 3,023.32 1,976.68 60 4,218.15
5020 Gas/Oil/Mileage/Carwash 12,000.00 .00 12,000.00 825.20 1,286.75 11,610.82 (897.57)107 7,139.59
5040 Supplies/Hardware 10,000.00 .00 10,000.00 887.96 .00 3,817.96 6,182.04 38 12,038.16
5070 Chemicals 125,000.00 .00 125,000.00 13,622.65 .00 79,825.73 45,174.27 64 118,307.70
5075 Sand & Gravel 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
5085 Industrial Flow Monitor 8,000.00 .00 8,000.00 504.00 .00 1,332.00 6,668.00 17 2,362.50
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 17 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
74
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 02 - Water and Sewer Fund
EXPENSE
Unit 11 - Sewer Department
Division 40 - Sewer Treatment Program
5095 Uniforms/Clothing 6,000.00 .00 6,000.00 300.00 .00 2,983.49 3,016.51 50 7,214.11
8060 Vehicle Maintenance 10,000.00 .00 10,000.00 683.48 .00 2,949.09 7,050.91 29 9,863.04
8135 Contractual Services 371,000.00 .00 371,000.00 3,074.39 .00 67,262.13 303,737.87 18 227,502.10
8160 Equipment Maintenance 25,000.00 .00 25,000.00 126.19 .00 3,233.96 21,766.04 13 22,125.07
8185 System Maintenance 125,000.00 .00 125,000.00 2,759.68 .00 12,312.47 112,687.53 10 60,276.27
9905 Transfer to Debt Service 233,937.00 .00 233,937.00 .00 .00 233,937.00 .00 100 245,950.00
Division 40 - Sewer Treatment Program Totals $2,152,287.00 $0.00 $2,152,287.00 $101,838.17 $1,286.75 $1,034,125.73 $1,116,874.52 48%$1,887,206.87
Unit 11 - Sewer Department Totals $3,177,759.00 $0.00 $3,177,759.00 $136,967.04 $1,286.75 $1,686,366.24 $1,490,106.01 53%$2,740,658.98
Unit 12 - Utility Expansion
Division 91 - Capital
8133.002 Scada Improvements .00 .00 .00 .00 .00 .00 .00 +++654,704.86
8133.005 Village Green Reconstruction Project .00 .00 .00 .00 .00 25,611.44 (25,611.44)+++2,561,489.12
8133.007 Lakewater/Essington Road Trans Main .00 .00 .00 .00 .00 .00 .00 +++262,505.00
8133.008 Old Town Reconstruction 4,000,000.00 .00 4,000,000.00 91,926.49 .00 788,438.11 3,211,561.89 20 .00
8134.001 Lift Station Improvements 1,400,000.00 .00 1,400,000.00 10,555.00 .00 38,053.03 1,361,946.97 3 299,361.16
8134.003 Tower Improvements 270,000.00 .00 270,000.00 18,055.17 .00 32,953.79 237,046.21 12 .00
8134.004 Watermain Improvements 279,000.00 .00 279,000.00 .00 .00 .00 279,000.00 0 .00
8135 Contractual Services 100,000.00 .00 100,000.00 1,062.50 63,425.00 10,531.25 26,043.75 74 233,450.70
8225 Engineering Fees 150,000.00 .00 150,000.00 6,180.00 .00 89,995.97 60,004.03 60 123,919.50
9120 Machinery and Equipment 1,500,000.00 .00 1,500,000.00 12,239.89 .00 177,495.24 1,322,504.76 12 413,836.25
9125 Vehicles 93,000.00 .00 93,000.00 27,138.60 .00 59,887.60 33,112.40 64 .00
Division 91 - Capital Totals $7,792,000.00 $0.00 $7,792,000.00 $167,157.65 $63,425.00 $1,222,966.43 $6,505,608.57 17%$4,549,266.59
Division 92 - Bonds
9200.032 2015 Refunding-2008 Bond (Principal)700,000.00 .00 700,000.00 .00 .00 .00 700,000.00 0 645,000.00
9200.033 2015 Refunding-2008 Bond (Interest)450,750.00 .00 450,750.00 .00 .00 225,375.00 225,375.00 50 477,350.00
9201.001 IEPA Loan (Principal)165,465.00 .00 165,465.00 .00 .00 165,464.77 .23 100 163,415.70
9201.002 IEPA Loan (Interest)22,542.00 .00 22,542.00 .00 .00 22,542.33 (.33)100 23,825.39
9299 Contra Debt Expense .00 .00 .00 .00 .00 .00 .00 +++(808,415.70)
Division 92 - Bonds Totals $1,338,757.00 $0.00 $1,338,757.00 $0.00 $0.00 $413,382.10 $925,374.90 31%$501,175.39
Unit 12 - Utility Expansion Totals $9,130,757.00 $0.00 $9,130,757.00 $167,157.65 $63,425.00 $1,636,348.53 $7,430,983.47 19%$5,050,441.98
EXPENSE TOTALS $23,447,790.00 $0.00 $23,447,790.00 $1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 46%$19,475,158.38
Fund 02 - Water and Sewer Fund Totals
REVENUE TOTALS 23,554,500.00 .00 23,554,500.00 1,862,379.23 .00 21,988,116.38 1,566,383.62 93%25,709,378.96
EXPENSE TOTALS 23,447,790.00 .00 23,447,790.00 1,318,258.87 65,998.50 10,730,411.96 12,651,379.54 46%19,475,158.38
Fund 02 - Water and Sewer Fund Totals $106,710.00 $0.00 $106,710.00 $544,120.36 ($65,998.50)$11,257,704.42 ($11,084,995.92)$6,234,220.58
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 18 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
75
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 03 - Capital Replacement Fund
REVENUE
0800.800 Interest Income 25,000.00 .00 25,000.00 1,170.04 .00 6,934.79 18,065.21 28 17,098.23
0800.827 Unrealized Gain/Loss .00 .00 .00 (1,871.27).00 (8,958.53)8,958.53 +++(6,703.99)
REVENUE TOTALS $25,000.00 $0.00 $25,000.00 ($701.23)$0.00 ($2,023.74)$27,023.74 -8%$10,394.24
Fund 03 - Capital Replacement Fund Totals
REVENUE TOTALS 25,000.00 .00 25,000.00 (701.23).00 (2,023.74)27,023.74 -8%10,394.24
EXPENSE TOTALS .00 .00 .00 .00 .00 .00 .00 +++.00
Fund 03 - Capital Replacement Fund Totals $25,000.00 $0.00 $25,000.00 ($701.23)$0.00 ($2,023.74)$27,023.74 $10,394.24
Fund 04 - Motor Fuel Tax
REVENUE
0450.457 MFT Entitlements 1,500,000.00 .00 1,500,000.00 138,901.35 .00 1,233,505.80 266,494.20 82 1,655,228.47
0700.650 Grant Revenue 870,000.00 .00 870,000.00 .00 .00 434,757.27 435,242.73 50 1,304,271.81
0800.800 Interest Income 20,000.00 .00 20,000.00 209.32 .00 830.34 19,169.66 4 8,601.03
REVENUE TOTALS $2,390,000.00 $0.00 $2,390,000.00 $139,110.67 $0.00 $1,669,093.41 $720,906.59 70%$2,968,101.31
EXPENSE
Unit 00 - Non-Departmental
Division 91 - Capital
9150 Street Improvements 2,000,000.00 .00 2,000,000.00 .00 .00 1,634,941.08 365,058.92 82 2,122,092.39
Division 91 - Capital Totals $2,000,000.00 $0.00 $2,000,000.00 $0.00 $0.00 $1,634,941.08 $365,058.92 82%$2,122,092.39
Division 99 - Transfers
9901 Transfer to General 150,000.00 .00 150,000.00 .00 .00 .00 150,000.00 0 .00
Division 99 - Transfers Totals $150,000.00 $0.00 $150,000.00 $0.00 $0.00 $0.00 $150,000.00 0%$0.00
Unit 00 - Non-Departmental Totals $2,150,000.00 $0.00 $2,150,000.00 $0.00 $0.00 $1,634,941.08 $515,058.92 76%$2,122,092.39
EXPENSE TOTALS $2,150,000.00 $0.00 $2,150,000.00 $0.00 $0.00 $1,634,941.08 $515,058.92 76%$2,122,092.39
Fund 04 - Motor Fuel Tax Totals
REVENUE TOTALS 2,390,000.00 .00 2,390,000.00 139,110.67 .00 1,669,093.41 720,906.59 70%2,968,101.31
EXPENSE TOTALS 2,150,000.00 .00 2,150,000.00 .00 .00 1,634,941.08 515,058.92 76%2,122,092.39
Fund 04 - Motor Fuel Tax Totals $240,000.00 $0.00 $240,000.00 $139,110.67 $0.00 $34,152.33 $205,847.67 $846,008.92
Fund 05 - Bond and Interest Fund
REVENUE
0800.800 Interest Income 3,000.00 .00 3,000.00 .00 .00 .00 3,000.00 0 1,276.32
0950.970 Refunding Bonds Issued .00 .00 .00 .00 .00 2,385,000.00 (2,385,000.00)+++2,790,000.00
0999.902 Transfer From Water and Sewer 935,749.00 .00 935,749.00 .00 .00 935,748.00 1.00 100 983,800.00
0999.911 Transfer From Capital 2,060,600.00 .00 2,060,600.00 746,025.00 .00 2,058,885.02 1,714.98 100 2,025,793.00
REVENUE TOTALS $2,999,349.00 $0.00 $2,999,349.00 $746,025.00 $0.00 $5,379,633.02 ($2,380,284.02)179%$5,800,869.32
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 19 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
76
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 05 - Bond and Interest Fund
EXPENSE
Unit 00 - Non-Departmental
Division 92 - Bonds
9200.026 2010 Bond (Principal).00 .00 .00 .00 .00 .00 .00 +++840,000.00
9200.027 2010 Bond (Interest).00 .00 .00 .00 .00 .00 .00 +++143,800.00
9200.028 2012 Refunding Bond (Principal)735,000.00 .00 735,000.00 735,000.00 .00 735,000.00 .00 100 715,000.00
9200.029 2012 Refunding Bond (Interest)92,700.00 .00 92,700.00 11,025.00 .00 92,700.00 .00 100 114,150.00
9200.030 2014 Refunding- 2007 Bond (Principal)1,025,000.00 .00 1,025,000.00 .00 .00 1,025,000.00 .00 100 965,000.00
9200.031 2014 Refunding- 2007 Bond (Interest)207,900.00 .00 207,900.00 .00 .00 207,900.00 .00 100 236,850.00
9200.034 2020 Refunding-2010 Bond (Principal)910,000.00 .00 910,000.00 .00 .00 910,000.00 .00 100 .00
9200.035 2020 Refunding-2010 Bond (Interest)25,749.00 .00 25,749.00 .00 .00 25,749.38 (.38)100 .00
9200.201 Payment to Escrow Agent .00 .00 .00 .00 .00 2,355,000.00 (2,355,000.00)+++2,754,482.73
9306 Bond Issuance Costs .00 .00 .00 .00 .00 28,400.00 (28,400.00)+++33,300.00
Division 92 - Bonds Totals $2,996,349.00 $0.00 $2,996,349.00 $746,025.00 $0.00 $5,379,749.38 ($2,383,400.38)180%$5,802,582.73
Unit 00 - Non-Departmental Totals $2,996,349.00 $0.00 $2,996,349.00 $746,025.00 $0.00 $5,379,749.38 ($2,383,400.38)180%$5,802,582.73
EXPENSE TOTALS $2,996,349.00 $0.00 $2,996,349.00 $746,025.00 $0.00 $5,379,749.38 ($2,383,400.38)180%$5,802,582.73
Fund 05 - Bond and Interest Fund Totals
REVENUE TOTALS 2,999,349.00 .00 2,999,349.00 746,025.00 .00 5,379,633.02 (2,380,284.02)179%5,800,869.32
EXPENSE TOTALS 2,996,349.00 .00 2,996,349.00 746,025.00 .00 5,379,749.38 (2,383,400.38)180%5,802,582.73
Fund 05 - Bond and Interest Fund Totals $3,000.00 $0.00 $3,000.00 $0.00 $0.00 ($116.36)$3,116.36 ($1,713.41)
Fund 07 - Tort Immunity Fund
REVENUE
0400.401 Property Tax Revenue 350,000.00 .00 350,000.00 13,500.54 .00 348,243.88 1,756.12 99 150,396.75
0800.800 Interest Income 1,000.00 .00 1,000.00 .00 .00 .00 1,000.00 0 484.62
REVENUE TOTALS $351,000.00 $0.00 $351,000.00 $13,500.54 $0.00 $348,243.88 $2,756.12 99%$150,881.37
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
8275 Bond-Treasurer 336.00 .00 336.00 .00 .00 336.00 .00 100 336.00
8300 Commercial Umbrella Liability 280,000.00 .00 280,000.00 .00 .00 349,748.00 (69,748.00)125 220,751.00
8310 Workman's Compensation Ins.230,000.00 .00 230,000.00 .00 .00 240,481.00 (10,481.00)105 189,914.00
Division 00 - Non-Divisional Totals $510,336.00 $0.00 $510,336.00 $0.00 $0.00 $590,565.00 ($80,229.00)116%$411,001.00
Unit 00 - Non-Departmental Totals $510,336.00 $0.00 $510,336.00 $0.00 $0.00 $590,565.00 ($80,229.00)116%$411,001.00
EXPENSE TOTALS $510,336.00 $0.00 $510,336.00 $0.00 $0.00 $590,565.00 ($80,229.00)116%$411,001.00
Fund 07 - Tort Immunity Fund Totals
REVENUE TOTALS 351,000.00 .00 351,000.00 13,500.54 .00 348,243.88 2,756.12 99%150,881.37
EXPENSE TOTALS 510,336.00 .00 510,336.00 .00 .00 590,565.00 (80,229.00)116%411,001.00
Fund 07 - Tort Immunity Fund Totals ($159,336.00)$0.00 ($159,336.00)$13,500.54 $0.00 ($242,321.12)$82,985.12 ($260,119.63)
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 20 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
77
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 08 - Audit Fund
REVENUE
0400.401 Property Tax Revenue 40,000.00 .00 40,000.00 1,559.40 .00 40,186.18 (186.18)100 30,372.62
0800.800 Interest Income 500.00 .00 500.00 .00 .00 .00 500.00 0 34.08
REVENUE TOTALS $40,500.00 $0.00 $40,500.00 $1,559.40 $0.00 $40,186.18 $313.82 99%$30,406.70
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
8315 Audit Village 42,000.00 .00 42,000.00 .00 .00 43,150.00 (1,150.00)103 40,320.00
Division 00 - Non-Divisional Totals $42,000.00 $0.00 $42,000.00 $0.00 $0.00 $43,150.00 ($1,150.00)103%$40,320.00
Unit 00 - Non-Departmental Totals $42,000.00 $0.00 $42,000.00 $0.00 $0.00 $43,150.00 ($1,150.00)103%$40,320.00
EXPENSE TOTALS $42,000.00 $0.00 $42,000.00 $0.00 $0.00 $43,150.00 ($1,150.00)103%$40,320.00
Fund 08 - Audit Fund Totals
REVENUE TOTALS 40,500.00 .00 40,500.00 1,559.40 .00 40,186.18 313.82 99%30,406.70
EXPENSE TOTALS 42,000.00 .00 42,000.00 .00 .00 43,150.00 (1,150.00)103%40,320.00
Fund 08 - Audit Fund Totals ($1,500.00)$0.00 ($1,500.00)$1,559.40 $0.00 ($2,963.82)$1,463.82 ($9,913.30)
Fund 10 - Police Pension Fund
REVENUE
0800.800 Interest Income 625,000.00 .00 625,000.00 1,311,466.35 .00 1,806,404.77 (1,181,404.77)289 890,572.22
0800.824 Realized Gain/Loss-SawyerFalduto 300,000.00 .00 300,000.00 (29,662.50).00 (38,785.38)338,785.38 -13 580,856.08
0800.829 Unrealized Gain/Loss Sawyer/Fald 200,000.00 .00 200,000.00 (421,189.68).00 404,076.98 (204,076.98)202 7,324,489.29
0806.000 Other Receipts .00 .00 .00 .00 .00 50.00 (50.00)+++226.31
0818.000 Employee Contributions 650,000.00 .00 650,000.00 47,815.56 .00 842,728.03 (192,728.03)130 655,092.13
0819.000 Employer Contributions 1,700,000.00 .00 1,700,000.00 65,525.74 .00 1,690,196.88 9,803.12 99 1,577,460.01
REVENUE TOTALS $3,475,000.00 $0.00 $3,475,000.00 $973,955.47 $0.00 $4,704,671.28 ($1,229,671.28)135%$11,028,696.04
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
3000 Travel/Training 5,000.00 .00 5,000.00 .00 .00 2,185.14 2,814.86 44 (340.76)
5005 Office Supplies/Postage 500.00 .00 500.00 .00 .00 .00 500.00 0 .00
5015 Dues & Subscriptions 7,500.00 .00 7,500.00 .00 .00 8,073.54 (573.54)108 8,213.32
8135 Contractual Services 35,000.00 .00 35,000.00 7,382.81 .00 29,570.12 5,429.88 84 35,946.09
8137 Investment Expense 120,000.00 .00 120,000.00 .00 .00 75,603.00 44,397.00 63 134,947.00
8330 Pension Payments 950,000.00 .00 950,000.00 77,673.25 .00 618,842.32 331,157.68 65 811,860.03
Division 00 - Non-Divisional Totals $1,118,000.00 $0.00 $1,118,000.00 $85,056.06 $0.00 $734,274.12 $383,725.88 66%$990,625.68
Unit 00 - Non-Departmental Totals $1,118,000.00 $0.00 $1,118,000.00 $85,056.06 $0.00 $734,274.12 $383,725.88 66%$990,625.68
EXPENSE TOTALS $1,118,000.00 $0.00 $1,118,000.00 $85,056.06 $0.00 $734,274.12 $383,725.88 66%$990,625.68
Fund 10 - Police Pension Fund Totals
REVENUE TOTALS 3,475,000.00 .00 3,475,000.00 973,955.47 .00 4,704,671.28 (1,229,671.28)135%11,028,696.04
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 21 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
78
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
EXPENSE TOTALS 1,118,000.00 .00 1,118,000.00 85,056.06 .00 734,274.12 383,725.88 66%990,625.68
Fund 10 - Police Pension Fund Totals $2,357,000.00 $0.00 $2,357,000.00 $888,899.41 $0.00 $3,970,397.16 ($1,613,397.16)$10,038,070.36
Fund 11 - Capital Improvement Fund
REVENUE
0450.450 Home Rule Sales Tax 4,050,000.00 .00 4,050,000.00 471,475.89 .00 3,722,403.82 327,596.18 92 4,229,670.63
0500.502 Utility Tax 2,700,000.00 .00 2,700,000.00 245,002.33 .00 1,832,881.64 867,118.36 68 2,802,003.41
0500.503 Local Motor Fuel Tax 500,000.00 .00 500,000.00 54,568.49 .00 420,689.79 79,310.21 84 485,270.81
0570.853 Impact Fee .00 .00 .00 .00 .00 30,516.12 (30,516.12)+++4,000.00
0570.860 Traffic Impact Fee 80,000.00 .00 80,000.00 6,000.00 .00 51,331.25 28,668.75 64 98,687.50
0570.861 Municipal Facilities Fee .00 .00 .00 .00 .00 18,000.00 (18,000.00)+++16,500.00
0570.876 Recapture Fee 8,000.00 .00 8,000.00 .00 .00 11,750.57 (3,750.57)147 21,631.52
0650.670 Impound Fee 30,000.00 .00 30,000.00 2,500.00 .00 18,250.00 11,750.00 61 41,000.00
0650.673 Daily Storage Fee for Impound 3,000.00 .00 3,000.00 .00 .00 480.00 2,520.00 16 3,880.00
0650.675 Red Light Fines 340,000.00 .00 340,000.00 39,100.00 .00 305,500.00 34,500.00 90 344,100.01
0700.100 STP Grant(143rd St)6,300,000.00 .00 6,300,000.00 .00 .00 .00 6,300,000.00 0 829,542.55
0700.650 Grant Revenue 885,000.00 .00 885,000.00 .00 .00 28,467.94 856,532.06 3 196,026.14
0800.800 Interest Income 50,000.00 .00 50,000.00 927.50 .00 8,255.42 41,744.58 17 38,546.63
0800.827 Unrealized Gain/Loss .00 .00 .00 (1,327.16).00 (7,142.83)7,142.83 +++(3,837.99)
0803.000 Sales-Fixed Assets 5,000.00 .00 5,000.00 2,596.25 .00 69,362.75 (64,362.75)1387 2,828.38
0805.000 Other Reimbursements 1,020,000.00 .00 1,020,000.00 36,401.78 .00 36,401.78 983,598.22 4 112,260.16
0806.000 Other Receipts 80,000.00 .00 80,000.00 .00 .00 87,370.23 (7,370.23)109 180,992.13
0999.901 Transfer From General .00 .00 .00 .00 .00 .00 .00 +++3,121,257.00
REVENUE TOTALS $16,051,000.00 $0.00 $16,051,000.00 $857,245.08 $0.00 $6,634,518.48 $9,416,481.52 41%$12,524,358.88
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
8135 Contractual Services 110,000.00 .00 110,000.00 32.54 .00 46,593.91 63,406.09 42 110,706.06
Division 00 - Non-Divisional Totals $110,000.00 $0.00 $110,000.00 $32.54 $0.00 $46,593.91 $63,406.09 42%$110,706.06
Division 91 - Capital
8078 Economic Incentive Rebate 250,000.00 .00 250,000.00 .00 .00 .00 250,000.00 0 .00
8140.001 Transportation Plan-Capital 150,000.00 .00 150,000.00 .00 .00 .00 150,000.00 0 .00
8225 Engineering Fees 75,000.00 .00 75,000.00 22,432.20 .00 58,807.16 16,192.84 78 133,649.55
8225.001 Engineering Fees-The Boulevard .00 .00 .00 .00 .00 .00 .00 +++165,514.60
9105 Building Improvements 525,000.00 .00 525,000.00 45,600.00 60,910.00 285,953.41 178,136.59 66 208,863.12
9105.005 Building Improvements-Police .00 .00 .00 .00 .00 .00 .00 +++521,717.77
9107.002 127th St-Plfd/Naperville Rd 175,000.00 .00 175,000.00 555.79 .00 3,016.92 171,983.08 2 43,362.50
9107.004 Rt 30 and 143rd 50,000.00 .00 50,000.00 .00 .00 .00 50,000.00 0 .00
9107.008 Meadow Lane/143rd St. Signal .00 .00 .00 .00 .00 .00 .00 +++4,783.91
9107.009 Rt. 59 and Champion Dr.200,000.00 .00 200,000.00 .00 .00 48,169.18 151,830.82 24 .00
9112 Sidewalk Curb & Bikepath Replace 875,000.00 .00 875,000.00 19,172.37 .00 187,702.60 687,297.40 21 583,882.00
9120.005 Machinery and Equipment-Police 225,000.00 .00 225,000.00 59,616.00 4,119.38 335,402.20 (114,521.58)151 185,637.89
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 22 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
79
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 11 - Capital Improvement Fund
EXPENSE
Unit 00 - Non-Departmental
Division 91 - Capital
9120.008 Machinery and Equipment-Public Works 325,000.00 .00 325,000.00 56,561.03 66,970.00 121,435.31 136,594.69 58 606,106.37
9152.001 Street Lights-Replacement 125,000.00 .00 125,000.00 .00 .00 53,135.90 71,864.10 43 163,451.00
9152.003 PCI Pavement Inspection 100,000.00 .00 100,000.00 .00 .00 .00 100,000.00 0 .00
9152.004 Settler's Park-Campus Refresh .00 .00 .00 .00 .00 .00 .00 +++28,423.40
9152.006 PACE Park-N-Ride .00 .00 .00 .00 .00 .00 .00 +++1,358.03
9152.008 Pond Drainage 40,000.00 .00 40,000.00 .00 .00 .00 40,000.00 0 .00
9155 Bridge Repairs & Reconstruction 510,000.00 .00 510,000.00 8,217.45 .00 127,631.11 382,368.89 25 26,282.68
9156 Storm & Drainage Improvements 40,000.00 .00 40,000.00 12,850.00 .00 12,850.00 27,150.00 32 19,901.46
9164 Pavement Patching 125,000.00 .00 125,000.00 .00 .00 9,377.50 115,622.50 8 280,703.86
9165 Roadway Improvements 2,000,000.00 .00 2,000,000.00 3,216.25 .00 918,071.32 1,081,928.68 46 3,712,791.41
9165.003 Drauden Road Extension .00 .00 .00 .00 .00 1,360.00 (1,360.00)+++.00
9165.009 143rd St. East Extension 9,600,000.00 .00 9,600,000.00 153,806.99 .00 1,717,241.32 7,882,758.68 18 1,223,144.67
9165.019 I-55 Interchange Design 50,000.00 .00 50,000.00 .00 .00 295.48 49,704.52 1 26,339.58
9165.028 Renwick Corridor 370,000.00 .00 370,000.00 .00 .00 .00 370,000.00 0 200.00
9165.031 Village Green .00 .00 .00 .00 .00 .00 .00 +++1,786,242.40
9165.033 143rd Street-West Extension 7,950,000.00 .00 7,950,000.00 49,495.50 .00 98,000.05 7,851,999.95 1 318,988.96
9180.001 Beautification Improvements 100,000.00 .00 100,000.00 2,277.55 .00 63,749.80 36,250.20 64 .00
Division 91 - Capital Totals $23,860,000.00 $0.00 $23,860,000.00 $433,801.13 $131,999.38 $4,042,199.26 $19,685,801.36 17%$10,041,345.16
Division 99 - Transfers
9905 Transfer to Debt Service 2,060,600.00 .00 2,060,600.00 746,025.00 .00 2,058,885.02 1,714.98 100 2,025,793.00
Division 99 - Transfers Totals $2,060,600.00 $0.00 $2,060,600.00 $746,025.00 $0.00 $2,058,885.02 $1,714.98 100%$2,025,793.00
Unit 00 - Non-Departmental Totals $26,030,600.00 $0.00 $26,030,600.00 $1,179,858.67 $131,999.38 $6,147,678.19 $19,750,922.43 24%$12,177,844.22
EXPENSE TOTALS $26,030,600.00 $0.00 $26,030,600.00 $1,179,858.67 $131,999.38 $6,147,678.19 $19,750,922.43 24%$12,177,844.22
Fund 11 - Capital Improvement Fund Totals
REVENUE TOTALS 16,051,000.00 .00 16,051,000.00 857,245.08 .00 6,634,518.48 9,416,481.52 41%12,524,358.88
EXPENSE TOTALS 26,030,600.00 .00 26,030,600.00 1,179,858.67 131,999.38 6,147,678.19 19,750,922.43 24%12,177,844.22
Fund 11 - Capital Improvement Fund Totals ($9,979,600.00)$0.00 ($9,979,600.00)($322,613.59)($131,999.38)$486,840.29 ($10,334,440.91)$346,514.66
Fund 14 - D.A.R.E. Fund
REVENUE
0800.800 Interest Income 100.00 .00 100.00 1.85 .00 6.46 93.54 6 11.20
0801.840 DARE Contribution 20,000.00 .00 20,000.00 65.00 .00 11,655.50 8,344.50 58 .00
REVENUE TOTALS $20,100.00 $0.00 $20,100.00 $66.85 $0.00 $11,661.96 $8,438.04 58%$11.20
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
8245 D.A.R.E. Program 20,000.00 .00 20,000.00 3,554.24 .00 4,155.33 15,844.67 21 .00
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 23 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
80
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 14 - D.A.R.E. Fund
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional Totals $20,000.00 $0.00 $20,000.00 $3,554.24 $0.00 $4,155.33 $15,844.67 21%$0.00
Unit 00 - Non-Departmental Totals $20,000.00 $0.00 $20,000.00 $3,554.24 $0.00 $4,155.33 $15,844.67 21%$0.00
EXPENSE TOTALS $20,000.00 $0.00 $20,000.00 $3,554.24 $0.00 $4,155.33 $15,844.67 21%$0.00
Fund 14 - D.A.R.E. Fund Totals
REVENUE TOTALS 20,100.00 .00 20,100.00 66.85 .00 11,661.96 8,438.04 58%11.20
EXPENSE TOTALS 20,000.00 .00 20,000.00 3,554.24 .00 4,155.33 15,844.67 21%.00
Fund 14 - D.A.R.E. Fund Totals $100.00 $0.00 $100.00 ($3,487.39)$0.00 $7,506.63 ($7,406.63)$11.20
Fund 17 - Tax Increment Financing-Downtown
REVENUE
0400.401 Property Tax Revenue 730,000.00 .00 730,000.00 37,482.22 .00 752,861.07 (22,861.07)103 775,316.19
0800.800 Interest Income 5,000.00 .00 5,000.00 .00 .00 .00 5,000.00 0 2,425.25
REVENUE TOTALS $735,000.00 $0.00 $735,000.00 $37,482.22 $0.00 $752,861.07 ($17,861.07)102%$777,741.44
EXPENSE
Unit 00 - Non-Departmental
Division 91 - Capital
8135 Contractual Services 1,000,000.00 .00 1,000,000.00 30,206.04 .00 764,754.47 235,245.53 76 652,977.89
9199 Facade Improvements 40,000.00 .00 40,000.00 .00 .00 .00 40,000.00 0 .00
Division 91 - Capital Totals $1,040,000.00 $0.00 $1,040,000.00 $30,206.04 $0.00 $764,754.47 $275,245.53 74%$652,977.89
Division 99 - Transfers
9901 Transfer to General 50,000.00 .00 50,000.00 .00 .00 .00 50,000.00 0 .00
Division 99 - Transfers Totals $50,000.00 $0.00 $50,000.00 $0.00 $0.00 $0.00 $50,000.00 0%$0.00
Unit 00 - Non-Departmental Totals $1,090,000.00 $0.00 $1,090,000.00 $30,206.04 $0.00 $764,754.47 $325,245.53 70%$652,977.89
EXPENSE TOTALS $1,090,000.00 $0.00 $1,090,000.00 $30,206.04 $0.00 $764,754.47 $325,245.53 70%$652,977.89
Fund 17 - Tax Increment Financing-Downtown Totals
REVENUE TOTALS 735,000.00 .00 735,000.00 37,482.22 .00 752,861.07 (17,861.07)102%777,741.44
EXPENSE TOTALS 1,090,000.00 .00 1,090,000.00 30,206.04 .00 764,754.47 325,245.53 70%652,977.89
Fund 17 - Tax Increment Financing-Downtown Totals ($355,000.00)$0.00 ($355,000.00)$7,276.18 $0.00 ($11,893.40)($343,106.60)$124,763.55
Fund 18 - Tax Increment Financing-Rt 30
REVENUE
0400.401 Property Tax Revenue 15,000.00 .00 15,000.00 11,138.14 .00 121,711.93 (106,711.93)811 11,723.33
0800.800 Interest Income 50.00 .00 50.00 .00 .00 .00 50.00 0 15.35
REVENUE TOTALS $15,050.00 $0.00 $15,050.00 $11,138.14 $0.00 $121,711.93 ($106,661.93)809%$11,738.68
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
8077 Property Tax Rebate 7,500.00 .00 7,500.00 .00 .00 (39.61)7,539.61 -1 5,996.92
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 24 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
81
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 18 - Tax Increment Financing-Rt 30
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional Totals $7,500.00 $0.00 $7,500.00 $0.00 $0.00 ($39.61)$7,539.61 -1%$5,996.92
Unit 00 - Non-Departmental Totals $7,500.00 $0.00 $7,500.00 $0.00 $0.00 ($39.61)$7,539.61 -1%$5,996.92
EXPENSE TOTALS $7,500.00 $0.00 $7,500.00 $0.00 $0.00 ($39.61)$7,539.61 -1%$5,996.92
Fund 18 - Tax Increment Financing-Rt 30 Totals
REVENUE TOTALS 15,050.00 .00 15,050.00 11,138.14 .00 121,711.93 (106,661.93)809%11,738.68
EXPENSE TOTALS 7,500.00 .00 7,500.00 .00 .00 (39.61)7,539.61 -1%5,996.92
Fund 18 - Tax Increment Financing-Rt 30 Totals $7,550.00 $0.00 $7,550.00 $11,138.14 $0.00 $121,751.54 ($114,201.54)$5,741.76
Fund 26 - Sex Offender's Registration Fund
REVENUE
0600.606 Sex Offenders Registration .00 .00 .00 200.00 .00 530.00 (530.00)+++730.00
0800.800 Interest Income .00 .00 .00 .00 .00 .00 .00 +++5.83
REVENUE TOTALS $0.00 $0.00 $0.00 $200.00 $0.00 $530.00 ($530.00)+++$735.83
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
9290 Sex Offender's Registration Fee .00 .00 .00 .00 .00 180.00 (180.00)+++430.00
Division 00 - Non-Divisional Totals $0.00 $0.00 $0.00 $0.00 $0.00 $180.00 ($180.00)+++$430.00
Unit 00 - Non-Departmental Totals $0.00 $0.00 $0.00 $0.00 $0.00 $180.00 ($180.00)+++$430.00
EXPENSE TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 $180.00 ($180.00)+++$430.00
Fund 26 - Sex Offender's Registration Fund Totals
REVENUE TOTALS .00 .00 .00 200.00 .00 530.00 (530.00)+++735.83
EXPENSE TOTALS .00 .00 .00 .00 .00 180.00 (180.00)+++430.00
Fund 26 - Sex Offender's Registration Fund Totals $0.00 $0.00 $0.00 $200.00 $0.00 $350.00 ($350.00)$305.83
Fund 27 - Alcohol Enforcement Fund
REVENUE
0600.610 Alcohol Fines 15,000.00 .00 15,000.00 2,769.00 .00 13,340.50 1,659.50 89 15,857.50
0800.800 Interest Income 500.00 .00 500.00 .00 .00 .00 500.00 0 70.08
REVENUE TOTALS $15,500.00 $0.00 $15,500.00 $2,769.00 $0.00 $13,340.50 $2,159.50 86%$15,927.58
EXPENSE
Unit 00 - Non-Departmental
Division 99 - Transfers
9901 Transfer to General 25,000.00 .00 25,000.00 .00 .00 .00 25,000.00 0 25,000.00
Division 99 - Transfers Totals $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $25,000.00 0%$25,000.00
Unit 00 - Non-Departmental Totals $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $25,000.00 0%$25,000.00
EXPENSE TOTALS $25,000.00 $0.00 $25,000.00 $0.00 $0.00 $0.00 $25,000.00 0%$25,000.00
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 25 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
82
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 27 - Alcohol Enforcement Fund Totals
REVENUE TOTALS 15,500.00 .00 15,500.00 2,769.00 .00 13,340.50 2,159.50 86%15,927.58
EXPENSE TOTALS 25,000.00 .00 25,000.00 .00 .00 .00 25,000.00 0%25,000.00
Fund 27 - Alcohol Enforcement Fund Totals ($9,500.00)$0.00 ($9,500.00)$2,769.00 $0.00 $13,340.50 ($22,840.50)($9,072.42)
Fund 28 - Drug Enforcement Fund
REVENUE
0600.611 Drug Fines .00 .00 .00 5.00 .00 1,118.00 (1,118.00)+++700.00
0800.800 Interest Income .00 .00 .00 .00 .00 .00 .00 +++80.05
REVENUE TOTALS $0.00 $0.00 $0.00 $5.00 $0.00 $1,118.00 ($1,118.00)+++$780.05
Fund 28 - Drug Enforcement Fund Totals
REVENUE TOTALS .00 .00 .00 5.00 .00 1,118.00 (1,118.00)+++780.05
EXPENSE TOTALS .00 .00 .00 .00 .00 .00 .00 +++.00
Fund 28 - Drug Enforcement Fund Totals $0.00 $0.00 $0.00 $5.00 $0.00 $1,118.00 ($1,118.00)$780.05
Fund 29 - Police Vehicle Replacement Fund
REVENUE
0600.612 Vehicle Replacement-Will .00 .00 .00 80.00 .00 400.00 (400.00)+++1,365.00
0800.800 Interest Income .00 .00 .00 .00 .00 .00 .00 +++379.93
REVENUE TOTALS $0.00 $0.00 $0.00 $80.00 $0.00 $400.00 ($400.00)+++$1,744.93
EXPENSE
Unit 00 - Non-Departmental
Division 91 - Capital
9120 Machinery and Equipment .00 .00 .00 .00 .00 67,586.00 (67,586.00)+++4,239.00
Division 91 - Capital Totals $0.00 $0.00 $0.00 $0.00 $0.00 $67,586.00 ($67,586.00)+++$4,239.00
Unit 00 - Non-Departmental Totals $0.00 $0.00 $0.00 $0.00 $0.00 $67,586.00 ($67,586.00)+++$4,239.00
EXPENSE TOTALS $0.00 $0.00 $0.00 $0.00 $0.00 $67,586.00 ($67,586.00)+++$4,239.00
Fund 29 - Police Vehicle Replacement Fund Totals
REVENUE TOTALS .00 .00 .00 80.00 .00 400.00 (400.00)+++1,744.93
EXPENSE TOTALS .00 .00 .00 .00 .00 67,586.00 (67,586.00)+++4,239.00
Fund 29 - Police Vehicle Replacement Fund Totals $0.00 $0.00 $0.00 $80.00 $0.00 ($67,186.00)$67,186.00 ($2,494.07)
Fund 40 - PEMA Fund
REVENUE
0800.800 Interest Income .00 .00 .00 .00 .00 .00 .00 +++28.83
0801.822 Donation/Contribution .00 .00 .00 3,000.00 .00 5,363.73 (5,363.73)+++2,020.00
REVENUE TOTALS $0.00 $0.00 $0.00 $3,000.00 $0.00 $5,363.73 ($5,363.73)+++$2,048.83
EXPENSE
Unit 00 - Non-Departmental
Division 00 - Non-Divisional
9140 PEMA Fundraising .00 .00 .00 998.75 .00 1,348.75 (1,348.75)+++.00
Division 00 - Non-Divisional Totals $0.00 $0.00 $0.00 $998.75 $0.00 $1,348.75 ($1,348.75)+++$0.00
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 26 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
83
Adopted Budget Amended Current Month YTD YTD Budget - YTD % Used/
Account Account Description Budget Amendments Budget Transactions Encumbrances Transactions Transactions Rec'd Prior Year Total
Fund 40 - PEMA Fund
EXPENSE
Unit 00 - Non-Departmental Totals $0.00 $0.00 $0.00 $998.75 $0.00 $1,348.75 ($1,348.75)+++$0.00
EXPENSE TOTALS $0.00 $0.00 $0.00 $998.75 $0.00 $1,348.75 ($1,348.75)+++$0.00
Fund 40 - PEMA Fund Totals
REVENUE TOTALS .00 .00 .00 3,000.00 .00 5,363.73 (5,363.73)+++2,048.83
EXPENSE TOTALS .00 .00 .00 998.75 .00 1,348.75 (1,348.75)+++.00
Fund 40 - PEMA Fund Totals $0.00 $0.00 $0.00 $2,001.25 $0.00 $4,014.98 ($4,014.98)$2,048.83
Grand Totals
REVENUE TOTALS 79,056,987.00 .00 79,056,987.00 7,080,591.44 .00 67,017,791.27 12,039,195.73 85%90,618,504.24
EXPENSE TOTALS 86,822,563.00 .00 86,822,563.00 5,399,700.22 268,588.16 43,444,465.79 43,109,509.05 50%72,373,343.01
Grand Totals ($7,765,576.00)$0.00 ($7,765,576.00)$1,680,891.22 ($268,588.16)$23,573,325.48 ($31,070,313.32)$18,245,161.23
Run by Colleen Thornton on 02/01/2022 02:21:40 PM Page 27 of 27
Budget Performance Report
Fiscal Year to Date 12/31/21
Exclude Rollup Account
84
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
$2,432,776.07 $0.00 $25,348,365.19 $4,036,622.81 86%$23,177,465.60
.00 .00 .00 .00 +++.00
616,954.85 47,376.00 4,889,164.88 4,090,504.12 55 5,000,268.44
1,016,010.41 5,166.49 9,206,245.95 4,947,084.56 65 9,275,534.45
10,271.13 6,670.07 37,075.99 98,828.94 31 26,256.16
273,677.36 11,377.72 2,091,836.26 2,223,286.02 49 2,241,437.55
118,206.73 .00 1,104,038.26 594,811.74 65 1,053,663.91
622.11 .00 17,349.78 14,171.22 55 2,920.40
$2,035,742.59 $70,590.28 $17,345,711.12 $11,968,686.60 59%$17,600,080.91
2,432,776.07 .00 25,348,365.19 4,036,622.81 86%23,177,465.60
2,035,742.59 70,590.28 17,345,711.12 11,968,686.60 59%17,600,080.91
$397,033.48 ($70,590.28)$8,002,654.07 ($7,932,063.79)$5,577,384.69
Grand Totals
2,432,776.07 .00 25,348,365.19 4,036,622.81 86%23,177,465.60
2,035,742.59 70,590.28 17,345,711.12 11,968,686.60 59%17,600,080.91
Grand Totals $397,033.48 ($70,590.28)$8,002,654.07 ($7,932,063.79)$5,577,384.69
EXPENSE TOTALS 29,384,988.00
$0.00
Fund 01 - General Fund Totals $0.00
REVENUE TOTALS 29,384,988.00
Fund 01 - General Fund Totals
REVENUE TOTALS 29,384,988.00
EXPENSE TOTALS 29,384,988.00
Unit 50 - Police Commission 31,521.00
EXPENSE TOTALS $29,384,988.00
Unit 07 - PEMA 142,575.00
Unit 08 - Street Department 4,326,500.00
Unit 09 - Community Development 1,698,850.00
Unit 00 - Non-Departmental .00
Unit 04 - Administration/Finance 9,027,045.00
Unit 05 - Police Department 14,158,497.00
Fund 01 - General Fund
REVENUE
REVENUE TOTALS $29,384,988.00
EXPENSE
Budget by Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
Run by Traci Pleckham on 02/02/2022 08:13:35 AM Page 1 of 1
85
Current Month YTD Budget - YTD % Used/
Transactions Transactions Transactions Rec'd Prior Year YTD 2021 Actual 2020 Actual 2019 Actual 2018 Actual
279,657.61 7,210,643.86 (61,863.86)101 7,023,861.84 7,023,861.84 6,302,841.60 5,929,329.66 5,538,792.64
1,199,152.60 10,373,162.13 1,881,837.87 85 7,886,653.88 13,220,143.43 11,556,110.43 10,870,271.65 10,334,450.81
109,153.34 844,993.81 162,806.19 84 563,310.49 972,348.60 1,008,303.57 1,124,341.45 1,106,952.44
135,920.07 1,383,408.79 4,791.21 100 1,164,562.66 1,724,514.60 1,460,593.29 1,318,571.88 1,094,101.57
93,355.68 406,045.30 287,954.70 59 360,591.20 524,874.17 678,495.48 611,676.67 641,082.20
451,207.75 4,058,586.66 1,394,613.34 74 3,654,496.94 5,257,179.67 5,173,763.26 4,927,438.90 4,761,506.47
3,625.29 114,155.92 (78,405.92)319 1,846,224.71 1,932,957.98 65,421.56 147,992.89 56,545.51
624.13 434,016.95 160,983.05 73 442,353.81 572,856.47 601,566.68 658,354.29 676,566.91
12,591.23 (1,212.30)42,970.30 -3 87,755.91 52,735.64 380,540.01 270,128.03 116,511.95
29,338.05 158,176.51 (22,676.51)117 112,045.23 174,773.11 142,969.99 409,786.49 712,604.61
118,150.32 366,387.56 38,612.44 90 35,608.93 103,443.37 468,281.18 452,080.03 467,448.39
.00 .00 225,000.00 0 .00 25,000.00 25,000.00 25,000.00 18,000.00
$2,432,776.07 $25,348,365.19 $4,036,622.81 86%$23,177,465.60 $31,584,688.88 $27,863,887.05 $26,744,971.94 $25,524,563.50
$2,432,776.07 $25,348,365.19 $4,036,622.81 $23,177,465.60 $31,584,688.88 $27,863,887.05 $26,744,971.94 $25,524,563.50
Grand Totals $2,432,776.07 $25,348,365.19 $4,036,622.81 $23,177,465.60 $31,584,688.88 $27,863,887.05 $26,744,971.94 $25,524,563.50
Fund 01 - General Fund Totals $29,384,988.00
$29,384,988.00
Interfund Transfers 225,000.00
REVENUE TOTALS $29,384,988.00
Investment Income 41,758.00
Miscellaneous 135,500.00
Intergovernmental 405,000.00
Charges for Services 5,453,200.00
Grants 35,750.00
Franchise Fees 595,000.00
Other Taxes 1,007,800.00
Licenses and Permits 1,388,200.00
Fines and Forfeits 694,000.00
Fund 01 - General Fund
REVENUE
Property Taxes 7,148,780.00
State of Illinois Taxes 12,255,000.00
Revenue Budget by
Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Classification Budget
Run by Traci Pleckham on 02/01/2022 03:45:04 PM Page 1 of 1
86
Current Month YTD Budget - YTD % Used/
Account Description Transactions Transactions Transactions Rec'd Prior Year YTD
Property Tax Revenue 177,322.68 4,574,121.68 (55,341.68)101 4,512,638.69
Property Tax Rev-Road & Bridge 15,575.75 398,688.99 (18,688.99)105 384,392.48
Property Tax Rev-Police Pension 65,525.74 1,690,196.88 9,803.12 99 1,577,460.01
Property Tax Revenue-IMRF 21,233.44 547,636.31 2,363.69 100 549,370.66
$279,657.61 $7,210,643.86 ($61,863.86)101%$7,023,861.84
Municipal Sales Tax 706,218.38 5,683,483.02 866,516.98 87 3,865,049.17
Illinois Income Tax 342,550.71 3,611,198.30 488,801.70 88 2,880,738.23
Replacement Tax 4,667.26 60,902.91 (5,902.91)111 29,087.62
Replacement Tax-Library (6,086.47)1,594.16 (1,594.16)+++.00
Local Use Tax 151,802.72 1,015,983.74 534,016.26 66 1,111,778.86
$1,199,152.60 $10,373,162.13 $1,881,837.87 85%$7,886,653.88
Hotel/Motel Tax .00 803.00 (3.00)100 418.50
Amusement Tax .00 2,685.05 4,314.95 38 339.82
Local Motor Fuel Tax 109,153.34 841,505.76 158,494.24 84 562,552.17
$109,153.34 $844,993.81 $162,806.19 84%$563,310.49
Liquor License .00 120,933.30 (20,933.30)121 93,503.90
Contractors License 1,950.00 34,000.00 11,000.00 76 33,500.00
Cigarette License .00 5,500.00 500.00 92 5,750.00
Scavenger License .00 50.00 150.00 25 100.00
Business License 9,875.00 34,812.50 5,187.50 87 34,400.00
Building Permit 117,552.08 1,137,507.83 37,492.17 97 977,079.66
Sign Permit 592.99 3,155.16 1,844.84 63 1,699.10
Special Movement Permit 5,900.00 46,325.00 (31,325.00)309 16,475.00
Solicitors Permit 50.00 1,125.00 875.00 56 2,055.00
$135,920.07 $1,383,408.79 $4,791.21 100%$1,164,562.66Licenses and Permits Totals $1,388,200.00
0570.560 2,000.00
0570.555 1,175,000.00
0570.556 5,000.00
0570.557 15,000.00
0550.553 6,000.00
0550.554 200.00
0550.558 40,000.00
Licenses and Permits
0550.551 100,000.00
0550.552 45,000.00
0500.501 7,000.00
0500.503 1,000,000.00
Other Taxes Totals $1,007,800.00
State of Illinois Taxes Totals $12,255,000.00
Other Taxes
0500.500 800.00
0450.453 55,000.00
0450.454 .00
0450.455 1,550,000.00
0450.451 6,550,000.00
0450.452 4,100,000.00
0400.404 550,000.00
Property Taxes Totals $7,148,780.00
State of Illinois Taxes
0400.401 4,518,780.00
0400.402 380,000.00
0400.403 1,700,000.00
Fund 01 - General Fund
REVENUE
Property Taxes
Revenue Budget by Account
Classification Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Account Budget
Run by Traci Pleckham on 02/02/2022 08:24:17 AM Page 1 of 4
87
Current Month YTD Budget - YTD % Used/
Account Description Transactions Transactions Transactions Rec'd Prior Year YTD
Revenue Budget by Account
Classification Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Account Budget
County Court Fines 59,219.16 284,609.24 40,390.76 88 186,027.46
Administrative Fines(P-Tickets)10,960.00 71,525.00 53,475.00 57 68,081.25
Asset Seizure-Non Federal 22,195.58 44,490.11 180,509.89 20 89,086.74
Alarm Fees 300.00 (650.00)1,650.00 -65 9,000.03
Kendall County Court Fines 140.94 2,125.95 874.05 71 2,590.72
Administrative Fines- Late Fee 540.00 3,945.00 5,055.00 44 5,805.00
Asset Seizure-Federal (Dept of Justice Equitable Share) .00 .00 5,000.00 0 .00
Asset Seizure-Federal (U.S. Treasury Equitable Share) .00 .00 1,000.00 0 .00
$93,355.68 $406,045.30 $287,954.70 59%$360,591.20
Garbage Fee 417,986.39 3,662,288.62 1,187,711.38 76 3,512,434.77
Garbage Penalty 4,576.75 24,880.28 119.72 100 (2.82)
Engineering Services .00 .00 5,000.00 0 .00
Zoning Applications 330.00 16,129.00 (1,129.00)108 10,550.00
Accident Report Fees 315.00 5,545.00 (545.00)111 3,670.00
Copies-Maps & Ordinances 81.25 1,319.96 680.04 66 853.00
Impound Fee 2,500.00 18,250.00 6,750.00 73 29,000.00
Parking Lot Revenue .00 1,946.00 54.00 97 50.00
Tower Rent 3,818.36 27,371.80 18,628.20 60 50,916.16
Rental Income 4,100.00 32,800.00 16,400.00 67 32,800.00
Rental-Community/Multi Room .00 340.00 3,660.00 8 .00
Security-Community Room (100.00)(100.00)100.00 +++.00
Special Detail/OT Reimbursement 17,600.00 92,816.00 (17,816.00)124 14,225.83
Water & Sewer Service Charge .00 175,000.00 175,000.00 50 .00
$451,207.75 $4,058,586.66 $1,394,613.34 74%$3,654,496.94
0650.904 75,000.00
0690.902 350,000.00
0650.831 .00
0650.815 2,000.00
0650.818 46,000.00
Charges for Services Totals $5,453,200.00
0650.654 2,000.00
0650.670 25,000.00
0650.651 15,000.00
0650.825 49,200.00
0650.830 4,000.00
0640.500 5,000.00
Fines and Forfeits Totals $694,000.00
Charges for Services
0620.655 4,850,000.00
0650.653 5,000.00
0600.632 1,000.00
0600.604 1,000.00
0600.605 3,000.00
0600.607 9,000.00
0620.656 25,000.00
0600.602 125,000.00
0600.603 225,000.00
Fines and Forfeits
0600.630 5,000.00
0600.601 325,000.00
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88
Current Month YTD Budget - YTD % Used/
Account Description Transactions Transactions Transactions Rec'd Prior Year YTD
Revenue Budget by Account
Classification Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Account Budget
FEMA Grant .00 36,195.60 (36,195.60)+++.00
Grant Revenue .00 .00 .00 +++1,822,616.25
Bulletproof Vest Grant 756.31 2,256.31 743.69 75 .00
Tobacco Grant .00 1,320.00 1,430.00 48 .00
Traffic Grant 2,868.98 74,384.01 (44,384.01)248 23,608.46
$3,625.29 $114,155.92 ($78,405.92)319%$1,846,224.71
AT&T Franchise Fees 624.13 49,810.95 70,189.05 42 77,705.18
Cable TV-Franchise Fees .00 384,206.00 90,794.00 81 364,648.63
$624.13 $434,016.95 $160,983.05 73%$442,353.81
Interest Income 22,492.96 57,217.08 (15,459.08)137 88,448.30
Realized Gain/Loss On Investment .00 6,367.04 (6,367.04)+++.00
Unrealized Gain/Loss (6,766.10)(52,027.83)52,027.83 +++(10,883.72)
Unrealized Gain/Loss IMET (3,135.63)(12,768.59)12,768.59 +++10,191.33
$12,591.23 ($1,212.30)$42,970.30 -3%$87,755.91
Event Sponsorship Program .00 .00 3,000.00 0 .00
Reimbursement Police Training .00 .00 .00 +++1,443.60
Amphitheater Rent .00 .00 500.00 0 .00
Restitution Program .00 .00 .00 +++4,100.00
Donation/Contribution 674.86 8,013.67 6,986.33 53 6,494.00
Sales-Fixed Assets .00 .00 2,000.00 0 .00
Other Reimbursements 27,968.34 125,653.65 (35,653.65)140 87,438.12
Other Receipts 694.85 24,509.19 490.81 98 12,569.51
$29,338.05 $158,176.51 ($22,676.51)117%$112,045.23
School Liaison Reimbursement 111,405.20 353,963.81 41,036.19 90 15,431.58
HIDTA/Organized Crime Reimb 6,745.12 12,423.75 (2,423.75)124 20,177.35
$118,150.32 $366,387.56 $38,612.44 90%$35,608.93Intergovernmental Totals $405,000.00
0860.804 395,000.00
0860.819 10,000.00
0803.000 2,000.00
0801.822 15,000.00
Miscellaneous Totals $135,500.00
Intergovernmental
0805.000 90,000.00
0806.000 25,000.00
0801.802 500.00
0801.807 .00
Miscellaneous
0801.200 3,000.00
0801.801 .00
0800.827 .00
0800.830 .00
Investment Income Totals $41,758.00
Investment Income
0800.800 41,758.00
0800.826 .00
0700.710 2,750.00
0700.717 30,000.00
0750.750 120,000.00
0750.751 475,000.00
Franchise Fees Totals $595,000.00
Grants Totals $35,750.00
Franchise Fees
0700.005 .00
0700.704 3,000.00
0700.650 .00
Grants
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89
Current Month YTD Budget - YTD % Used/
Account Description Transactions Transactions Transactions Rec'd Prior Year YTD
Revenue Budget by Account
Classification Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Account Budget
Transfer From MFT .00 .00 150,000.00 0 .00
Transfer From TIF .00 .00 50,000.00 0 .00
Transfer From Alcohol Enforc..00 .00 25,000.00 0 .00
$0.00 $0.00 $225,000.00 0%$0.00
$2,432,776.07 $25,348,365.19 $4,036,622.81 86%$23,177,465.60
$2,432,776.07 $25,348,365.19 $4,036,622.81 $23,177,465.60
Grand Totals $2,432,776.07 $25,348,365.19 $4,036,622.81 $23,177,465.60
Fund 01 - General Fund Totals $29,384,988.00
$29,384,988.00
Interfund Transfers Totals $225,000.00
REVENUE TOTALS $29,384,988.00
0999.917 50,000.00
0999.927 25,000.00
Interfund Transfers
0999.904 150,000.00
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90
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
.00 .00 .00 .00 +++.00
$0.00 $0.00 $0.00 $0.00 +++$0.00
377,374.80 .00 2,630,418.00 1,849,582.00 59 2,517,971.25
14,698.85 .00 142,023.53 753,206.47 16 344,328.51
96,859.37 .00 818,723.43 463,361.57 64 787,512.90
15,276.82 .00 121,711.44 79,288.56 61 113,988.60
25,141.22 .00 108,986.38 65,613.62 62 96,645.16
21,262.40 .00 195,473.48 123,626.52 61 188,876.84
31,662.14 47,376.00 546,168.38 566,975.62 51 635,563.55
34,679.25 .00 325,660.24 188,849.76 63 315,381.63
.00 .00 .00 .00 +++.00
.00 .00 .00 .00 +++.00
$616,954.85 $47,376.00 $4,889,164.88 $4,090,504.12 55%$5,000,268.44
44,397.80 .00 378,699.73 275,389.27 58 411,579.62
616,163.53 5,166.49 5,887,576.15 2,410,397.36 71 5,870,576.38
211,653.43 .00 1,720,508.98 1,246,173.02 58 1,689,969.87
.00 .00 .00 .00 +++9,397.88
.00 .00 68,829.35 156,170.65 31 88,905.43
6,604.97 .00 58,092.87 (23,092.87)166 10,471.19
126,068.03 .00 1,060,508.76 794,077.24 57 1,107,698.09
.00 .00 .00 .00 +++8,783.66
8,848.02 .00 24,601.53 83,398.47 23 68,742.92
2,274.63 .00 7,428.58 4,571.42 62 9,409.41
$1,016,010.41 $5,166.49 $9,206,245.95 $4,947,084.56 65%$9,275,534.45
10,271.13 6,670.07 37,075.99 98,828.94 31 26,256.16
$10,271.13 $6,670.07 $37,075.99 $98,828.94 31%$26,256.16Unit 07 - PEMA Totals $142,575.00
Unit 05 - Police Department Totals $14,158,497.00
Unit 07 - PEMA
Division 07 - PEMA Program 142,575.00
Division 57 - Court Services .00
Division 91 - Capital 108,000.00
Division 93 - Contingencies 12,000.00
Division 54 - Seizure/Forfeiture 225,000.00
Division 55 - Police Special Activities 35,000.00
Division 56 - Police Support Services 1,854,586.00
Division 51 - Police Patrol 8,303,140.00
Division 52 - Police Administration 2,966,682.00
Division 53 - Police Records .00
Unit 04 - Administration/Finance Totals $9,027,045.00
Unit 05 - Police Department
Division 02 - Administration Program 654,089.00
Division 09 - Legal Program 514,510.00
Division 93 - Contingencies .00
Division 99 - Transfers .00
Division 04 - Facility Management Program 174,600.00
Division 06 - Human Resources Program 319,100.00
Division 08 - IT Program 1,160,520.00
Division 01 - Legislative Program 895,230.00
Division 02 - Administration Program 1,282,085.00
Division 03 - Community Relations Program 201,000.00
Unit 00 - Non-Departmental Totals $0.00
Unit 04 - Administration/Finance
Division 00 - Non-Divisional 4,480,000.00
Fund 01 - General Fund
EXPENSE
Unit 00 - Non-Departmental
Division 94 - Contra .00
Expense Budget by Organization
Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
Run by Traci Pleckham on 02/02/2022 08:16:16 AM Page 1 of 2
91
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
Expense Budget by Organization
Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
53,076.92 .00 419,493.82 232,406.18 64 429,501.54
190,303.44 11,377.72 1,374,979.53 1,812,242.75 43 1,508,728.99
.00 .00 .00 .00 +++.00
13,412.10 .00 122,614.18 72,285.82 63 118,330.77
16,884.90 .00 174,748.73 106,351.27 62 184,876.25
$273,677.36 $11,377.72 $2,091,836.26 $2,223,286.02 49%$2,241,437.55
39,642.39 .00 411,201.30 264,848.70 61 379,202.73
78,564.34 .00 692,836.96 329,963.04 68 674,461.18
.00 .00 .00 .00 +++.00
$118,206.73 $0.00 $1,104,038.26 $594,811.74 65%$1,053,663.91
622.11 .00 17,349.78 14,171.22 55 2,920.40
$622.11 $0.00 $17,349.78 $14,171.22 55%$2,920.40
$2,035,742.59 $70,590.28 $17,345,711.12 $11,968,686.60 59%$17,600,080.91
$2,035,742.59 $70,590.28 $17,345,711.12 $11,968,686.60 $17,600,080.91
Grand Totals $2,035,742.59 $70,590.28 $17,345,711.12 $11,968,686.60 $17,600,080.91$29,384,988.00
Unit 50 - Police Commission Totals $31,521.00
EXPENSE TOTALS $29,384,988.00
Fund 01 - General Fund Totals $29,384,988.00
Unit 09 - Community Development Totals $1,698,850.00
Unit 50 - Police Commission
Division 02 - Administration Program 31,521.00
Division 20 - Planning Program 676,050.00
Division 21 - Building Program 1,022,800.00
Division 24 - Historic Preservation Program .00
Division 63 - Vehicle Maintenance Program 281,100.00
Unit 08 - Street Department Totals $4,326,500.00
Unit 09 - Community Development
Division 60 - Street Maintenance Program 3,198,600.00
Division 61 - Snow and Ice Removal Program .00
Division 62 - Forestry Program 194,900.00
Unit 08 - Street Department
Division 02 - Administration Program 651,900.00
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92
Current Month YTD Budget - YTD % Used/
Organization Description Transactions Transactions Transactions Rec'd Prior Year YTD
General Fund,Non-Departmental .00 .00 .00 +++.00
General Fund,Administration/Finance 124,836.43 1,182,218.84 680,281.16 63 1,167,326.72
General Fund,Police Department 624,099.73 5,128,997.42 3,285,020.58 61 5,304,122.18
General Fund,PEMA .00 .00 .00 +++.00
General Fund,Street Department 123,402.86 1,066,936.31 584,063.69 65 1,096,814.37
General Fund,Community Development 78,539.19 712,161.46 343,338.54 67 677,531.95
General Fund,Police Commission 51.48 2,764.91 3,735.09 43 514.74
$950,929.69 $8,093,078.94 $4,896,439.06 62%$8,246,309.96
General Fund,Administration/Finance 47,358.40 459,056.15 312,023.85 60 419,459.41
General Fund,Police Department 213,186.57 3,084,165.99 966,949.27 76 2,937,979.62
General Fund,PEMA .00 .00 4,000.00 0 1,122.41
General Fund,Street Department 49,837.92 459,442.44 273,257.56 63 453,647.04
General Fund,Community Development 34,633.89 340,785.72 173,814.28 66 310,000.15
General Fund,Police Commission 20.63 1,753.23 (332.23)123 39.36
$345,037.41 $4,345,203.53 $1,729,712.73 72%$4,122,247.99
General Fund,Administration/Finance 928.60 7,673.66 15,631.34 33 7,175.02
General Fund,Police Department 6,173.72 35,083.30 31,006.70 53 34,628.08
General Fund,PEMA 173.35 4,876.94 3,248.06 60 5,119.89
General Fund,Street Department 8,391.53 49,285.84 194,214.16 20 115,713.71
General Fund,Community Development 242.22 3,921.15 6,078.85 39 4,267.58
$15,909.42 $100,840.89 $250,179.11 29%$166,904.28
General Fund,Administration/Finance 11,207.14 71,400.67 81,399.33 47 71,780.98
General Fund,Police Department 21,771.10 203,215.53 125,917.72 62 183,301.58
General Fund,PEMA 2,690.16 11,379.97 19,120.03 37 5,419.97
General Fund,Street Department 19,442.58 71,466.26 430,546.99 14 77,223.24
General Fund,Community Development 971.77 14,694.12 18,055.88 45 8,359.00
General Fund,Police Commission .00 490.70 2,109.30 19 701.30
$56,082.75 $372,647.25 $677,149.25 36%$346,786.07
01-09 32,750.00
01-50 2,600.00
Supplies and Commodities Totals $1,052,370.00
01-05 330,420.00
01-07 30,500.00
01-08 503,300.00
Utilities Totals $351,020.00
Supplies and Commodities
01-04 152,800.00
01-07 8,125.00
01-08 243,500.00
01-09 10,000.00
Utilities
01-04 23,305.00
01-05 66,090.00
01-09 514,600.00
01-50 1,421.00
Benefits Totals $6,078,796.00
01-05 4,054,995.00
01-07 4,000.00
01-08 732,700.00
Salaries and Wages Totals $12,989,518.00
Benefits
01-04 771,080.00
01-08 1,651,000.00
01-09 1,055,500.00
01-50 6,500.00
01-04 1,862,500.00
01-05 8,414,018.00
01-07 .00
EXPENSE
Salaries and Wages
01-00 .00
Expense Budget Cross
Organization Report
by Account Classification
Through 12/31/21
Prior Fiscal Year Activity Included
Adopted
Organization Budget
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93
Current Month YTD Budget - YTD % Used/
Organization Description Transactions Transactions Transactions Rec'd Prior Year YTD
Expense Budget Cross
Organization Report
by Account Classification
Through 12/31/21
Prior Fiscal Year Activity Included
Adopted
Organization Budget
General Fund,Administration/Finance 432,572.32 3,098,030.42 2,233,453.58 58 3,014,055.70
General Fund,Police Department 125,656.64 706,935.81 456,038.19 61 722,450.66
General Fund,PEMA 7,285.57 18,182.87 65,097.06 28 14,192.52
General Fund,Street Department 72,602.47 444,705.41 741,203.62 38 498,039.19
General Fund,Community Development 3,819.66 32,475.81 53,524.19 38 53,505.23
General Fund,Police Commission 550.00 12,340.94 8,659.06 59 1,665.00
$642,486.66 $4,312,671.26 $3,557,975.70 55%$4,303,908.30
General Fund,Administration/Finance 51.96 70,785.14 767,714.86 8 320,470.61
General Fund,Police Department 25,122.65 47,847.90 82,152.10 37 93,052.33
General Fund,PEMA 122.05 2,636.21 7,363.79 26 401.37
General Fund,Street Department .00 .00 .00 +++.00
General Fund,Community Development .00 .00 .00 +++.00
General Fund,Police Commission .00 .00 .00 +++.00
$25,296.66 $121,269.25 $857,230.75 12%$413,924.31
$2,035,742.59 $17,345,711.12 $11,968,686.60 59%$17,600,080.91
Grand Totals $2,035,742.59 $17,345,711.12 $11,968,686.60 $17,600,080.91$29,384,988.00
Other Totals $978,500.00
EXPENSE TOTALS $29,384,988.00
01-08 .00
01-09 .00
01-50 .00
01-04 838,500.00
01-05 130,000.00
01-07 10,000.00
01-50 21,000.00
Contractual Services Totals $7,934,784.00
Other
01-07 89,950.00
01-08 1,196,000.00
01-09 86,000.00
Contractual Services
01-04 5,378,860.00
01-05 1,162,974.00
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Current Month YTD Budget - YTD % Used/
Transactions Transactions Transactions Rec'd Prior Year YTD 2021 Actual 2020 Actual 2019 Actual 2018 Actual
235,702.59 1,860,922.75 (60,922.75)103 1,161,113.88 2,114,518.07 1,801,904.09 1,862,431.48 1,808,979.72
169,230.07 2,229,598.48 (1,062,598.48)191 1,865,411.50 3,410,305.48 1,593,513.50 1,760,394.50 780,855.53
1,440,995.08 14,099,137.65 3,892,862.35 78 13,597,820.63 19,140,281.55 16,846,437.63 16,729,535.20 15,986,666.84
.00 3,014,819.34 (2,714,819.34)1005 .00 .00 .00 .00 .00
(6,910.20)(29,562.89)99,562.89 -42 66,520.63 62,162.54 404,487.95 300,234.95 73,154.67
23,361.69 42,043.62 (16,543.62)165 51,142.38 982,111.32 .00 .00 .00
.00 771,157.43 1,428,842.57 35 .00 .00 2,441,470.47 125,445.70 313,764.12
.00 .00 .00 +++.00 .00 .00 .00 .00
$1,862,379.23 $21,988,116.38 $1,566,383.62 93%$16,742,009.02 $25,709,378.96 $23,087,813.64 $20,778,041.83 $18,963,420.88
$1,862,379.23 $21,988,116.38 $1,566,383.62 $16,742,009.02 $25,709,378.96 $23,087,813.64 $20,778,041.83 $18,963,420.88
REVENUE TOTALS $23,554,500.00
Fund 02 - Water and Sewer Fund Totals $23,554,500.00
Miscellaneous 25,500.00
Debt Proceeds 2,200,000.00
Interfund Transfers .00
Charges for Services 17,992,000.00
Grants 300,000.00
Investment Income 70,000.00
Fund 02 - Water and Sewer Fund
REVENUE
State of Illinois Taxes 1,800,000.00
Licenses and Permits 1,167,000.00
Revenue Budget by
Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Classification Budget
Run by Traci Pleckham on 02/01/2022 03:43:43 PM Page 1 of 1
95
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
69,964.94 .00 784,864.66 253,672.34 76 630,359.27
944,169.24 1,286.75 6,622,832.53 3,476,617.72 66 6,487,466.54
.00 .00 .00 .00 +++.00
.00 .00 .00 .00 +++.00
$1,014,134.18 $1,286.75 $7,407,697.19 $3,730,290.06 67%$7,117,825.81
35,128.87 .00 652,240.51 373,231.49 64 603,065.08
101,838.17 1,286.75 1,034,125.73 1,116,874.52 48 1,285,060.56
.00 .00 .00 .00 +++.00
.00 .00 .00 .00 +++.00
$136,967.04 $1,286.75 $1,686,366.24 $1,490,106.01 53%$1,888,125.64
167,157.65 63,425.00 1,222,966.43 6,505,608.57 17 2,208,778.00
.00 .00 413,382.10 925,374.90 31 426,682.10
.00 .00 .00 .00 +++.00
$167,157.65 $63,425.00 $1,636,348.53 $7,430,983.47 19%$2,635,460.10
$1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 46%$11,641,411.55
$1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 $11,641,411.55
Grand Totals $1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 $11,641,411.55$23,447,790.00
EXPENSE TOTALS $23,447,790.00
Fund 02 - Water and Sewer Fund Totals $23,447,790.00
Division 92 - Bonds 1,338,757.00
Division 99 - Transfers .00
Unit 12 - Utility Expansion Totals $9,130,757.00
Unit 11 - Sewer Department Totals $3,177,759.00
Unit 12 - Utility Expansion
Division 91 - Capital 7,792,000.00
Division 40 - Sewer Treatment Program 2,152,287.00
Division 91 - Capital .00
Division 93 - Contingencies .00
Unit 10 - Water Department Totals $11,139,274.00
Unit 11 - Sewer Department
Division 02 - Administration Program 1,025,472.00
Division 30 - Water Distribution Program 10,100,737.00
Division 91 - Capital .00
Division 93 - Contingencies .00
Fund 02 - Water and Sewer Fund
EXPENSE
Unit 10 - Water Department
Division 02 - Administration Program 1,038,537.00
Expense Budget by Organization
Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
Run by Traci Pleckham on 02/02/2022 08:18:09 AM Page 1 of 1
96
Current Month YTD YTD Budget - YTD % Used/
Organization Description Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
Water and Sewer Fund,Water Department,Administration Program 16,640.08 .00 146,537.75 101,462.25 59 148,266.75
Water and Sewer Fund,Water Department,Water Distribution Program 33,777.56 .00 281,301.95 163,198.05 63 288,365.38
Water and Sewer Fund,Sewer Department,Administration Program 16,109.03 .00 144,883.31 106,366.69 58 148,994.27
Water and Sewer Fund,Sewer Department,Sewer Treatment Program 27,440.92 .00 262,996.67 221,253.33 54 298,977.80
$93,967.59 $0.00 $835,719.68 $592,280.32 59%$884,604.20
Water and Sewer Fund,Water Department,Administration Program 6,274.30 .00 63,739.81 56,860.19 53 63,356.72
Water and Sewer Fund,Water Department,Water Distribution Program 11,474.39 .00 106,524.31 74,775.69 59 111,190.82
Water and Sewer Fund,Sewer Department,Administration Program 5,979.83 .00 61,571.12 66,413.88 48 61,231.73
Water and Sewer Fund,Sewer Department,Sewer Treatment Program 9,112.91 .00 95,383.06 93,216.94 51 102,462.02
$32,841.43 $0.00 $327,218.30 $291,266.70 53%$338,241.29
Water and Sewer Fund,Water Department,Administration Program .00 .00 2,831.89 9,168.11 24 9,831.47
Water and Sewer Fund,Water Department,Water Distribution Program 13,654.10 .00 79,159.98 64,340.02 55 107,850.81
Water and Sewer Fund,Sewer Department,Administration Program .00 .00 1,729.33 14,770.67 10 14,522.07
Water and Sewer Fund,Sewer Department,Sewer Treatment Program 41,012.97 .00 253,458.03 291,541.97 47 337,753.16
$54,667.07 $0.00 $337,179.23 $379,820.77 47%$469,957.51
Water and Sewer Fund,Water Department,Administration Program 24,398.03 .00 150,465.36 36,534.64 80 116,697.92
Water and Sewer Fund,Water Department,Water Distribution Program 5,528.25 1,286.75 36,911.39 2,301.86 94 24,116.63
Water and Sewer Fund,Sewer Department,Administration Program 3,110.13 .00 85,376.18 21,923.82 80 83,242.62
Water and Sewer Fund,Sewer Department,Sewer Treatment Program 17,627.63 1,286.75 102,593.32 65,619.93 61 81,674.82
$50,664.04 $2,573.50 $375,346.25 $126,380.25 75%$305,731.99
Water and Sewer Fund,Water Department,Administration Program 22,652.53 .00 99,852.85 (37,852.85)161 46,256.41
Water and Sewer Fund,Water Department,Water Distribution Program 879,734.94 .00 5,884,997.90 3,172,002.10 65 5,709,992.90
Water and Sewer Fund,Sewer Department,Administration Program 9,929.88 .00 37,243.57 76,256.43 33 49,124.39
Water and Sewer Fund,Sewer Department,Sewer Treatment Program 6,643.74 .00 85,757.65 445,242.35 16 218,242.76
Water and Sewer Fund,Utility Expansion ,Capital 17,797.50 63,425.00 138,580.25 1,447,994.75 12 393,736.38
$936,758.59 $63,425.00 $6,246,432.22 $5,103,642.78 55%$6,417,352.84
02-12-91 1,650,000.00
Contractual Services Totals $11,413,500.00
02-10-30 9,057,000.00
02-11-02 113,500.00
02-11-40 531,000.00
Supplies and Commodities Totals $504,300.00
Contractual Services
02-10-02 62,000.00
02-10-30 40,500.00
02-11-02 107,300.00
02-11-40 169,500.00
Utilities Totals $717,000.00
Supplies and Commodities
02-10-02 187,000.00
02-10-30 143,500.00
02-11-02 16,500.00
02-11-40 545,000.00
Benefits Totals $618,485.00
Utilities
02-10-02 12,000.00
02-10-30 181,300.00
02-11-02 127,985.00
02-11-40 188,600.00
Salaries and Wages Totals $1,428,000.00
Benefits
02-10-02 120,600.00
02-10-30 444,500.00
02-11-02 251,250.00
02-11-40 484,250.00
EXPENSE
Salaries and Wages
02-10-02 248,000.00
Expense Budget Cross Organization
Report
by Account Classification
Through 12/31/21
Prior Fiscal Year Activity Included
Adopted
Organization Budget
Run by Traci Pleckham on 02/02/2022 08:28:15 AM Page 1 of 2
97
Current Month YTD YTD Budget - YTD % Used/
Organization Description Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
Expense Budget Cross Organization
Report
by Account Classification
Through 12/31/21
Prior Fiscal Year Activity Included
Adopted
Organization Budget
Water and Sewer Fund,Water Department,Administration Program .00 .00 321,437.00 87,500.00 79 245,950.00
Water and Sewer Fund,Water Department,Water Distribution Program .00 .00 233,937.00 .00 100 245,950.00
Water and Sewer Fund,Water Department,Capital .00 .00 .00 .00 +++.00
Water and Sewer Fund,Water Department,Contingencies .00 .00 .00 .00 +++.00
Water and Sewer Fund,Sewer Department,Administration Program .00 .00 321,437.00 87,500.00 79 245,950.00
Water and Sewer Fund,Sewer Department,Sewer Treatment Program .00 .00 233,937.00 .00 100 245,950.00
Water and Sewer Fund,Sewer Department,Capital .00 .00 .00 .00 +++.00
Water and Sewer Fund,Sewer Department,Contingencies .00 .00 .00 .00 +++.00
Water and Sewer Fund,Utility Expansion ,Capital 149,360.15 .00 1,084,386.18 5,057,613.82 18 1,815,041.62
Water and Sewer Fund,Utility Expansion ,Bonds .00 .00 413,382.10 925,374.90 31 426,682.10
Water and Sewer Fund,Utility Expansion ,Transfers .00 .00 .00 .00 +++.00
$149,360.15 $0.00 $2,608,516.28 $6,157,988.72 30%$3,225,523.72
$1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 46%$11,641,411.55
Grand Totals $1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 $11,641,411.55
EXPENSE TOTALS $23,447,790.00
$23,447,790.00
02-12-92 1,338,757.00
02-12-99 .00
Other Totals $8,766,505.00
02-11-91 .00
02-11-93 .00
02-12-91 6,142,000.00
02-10-93 .00
02-11-02 408,937.00
02-11-40 233,937.00
02-10-02 408,937.00
02-10-30 233,937.00
02-10-91 .00
Other
Run by Traci Pleckham on 02/02/2022 08:28:15 AM Page 2 of 2
98
Current Month YTD Budget - YTD % Used/
Transactions Transactions Transactions Rec'd Prior Year YTD 2021 Actual 2020 Actual 2019 Actual 2018 Actual
471,475.89 3,722,403.82 327,596.18 92 2,322,576.17 4,229,670.63 3,604,348.76 3,725,421.72 3,618,502.21
299,570.82 2,253,571.43 946,428.57 70 2,044,847.62 3,287,274.22 3,298,561.62 3,553,904.86 2,865,379.99
6,000.00 111,597.94 (23,597.94)127 90,181.61 140,819.02 98,949.15 59,934.50 6,682.06
39,100.00 305,500.00 34,500.00 90 246,558.67 344,100.01 320,551.35 359,600.00 379,000.00
2,500.00 18,730.00 14,270.00 57 31,590.00 44,880.00 29,810.00 36,472.50 27,510.00
.00 28,467.94 7,156,532.06 0 .00 1,025,568.69 258,216.46 195,273.45 202,282.87
(399.66)1,112.59 48,887.41 2 24,108.11 34,708.64 316,490.45 283,556.49 137,005.56
38,998.03 193,134.76 911,865.24 17 86,775.54 296,080.67 882,168.33 3,818,643.47 1,438,439.44
.00 .00 .00 +++.00 .00 .00 .00 .00
.00 .00 .00 +++.00 .00 .00 .00 .00
.00 .00 .00 +++.00 3,121,257.00 2,008,012.00 1,859,212.00 532,831.00
$857,245.08 $6,634,518.48 $9,416,481.52 41%$4,846,637.72 $12,524,358.88 $10,817,108.12 $13,892,018.99 $9,207,633.13
$857,245.08 $6,634,518.48 $9,416,481.52 $4,846,637.72 $12,524,358.88 $10,817,108.12 $13,892,018.99 $9,207,633.13
Grand Totals $857,245.08 $6,634,518.48 $9,416,481.52 $4,846,637.72 $12,524,358.88 $10,817,108.12 $13,892,018.99 $9,207,633.13$16,051,000.00
REVENUE TOTALS $16,051,000.00
Fund 11 - Capital Improvement Fund Totals $16,051,000.00
Intergovernmental .00
Debt Proceeds .00
Interfund Transfers .00
Grants 7,185,000.00
Investment Income 50,000.00
Miscellaneous 1,105,000.00
Licenses and Permits 88,000.00
Fines and Forfeits 340,000.00
Charges for Services 33,000.00
Fund 11 - Capital Improvement Fund
REVENUE
State of Illinois Taxes 4,050,000.00
Other Taxes 3,200,000.00
Revenue Budget by
Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Detail Listing
Adopted
Classification Budget
Run by Traci Pleckham on 02/02/2022 08:08:20 AM Page 1 of 1
99
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
$1,862,379.23 $0.00 $21,988,116.38 $1,566,383.62 93%$16,742,009.02
1,014,134.18 1,286.75 7,407,697.19 3,730,290.06 67 7,117,825.81
136,967.04 1,286.75 1,686,366.24 1,490,106.01 53 1,888,125.64
167,157.65 63,425.00 1,636,348.53 7,430,983.47 19 2,635,460.10
$1,318,258.87 $65,998.50 $10,730,411.96 $12,651,379.54 46%$11,641,411.55
1,862,379.23 .00 21,988,116.38 1,566,383.62 93%16,742,009.02
1,318,258.87 65,998.50 10,730,411.96 12,651,379.54 46%11,641,411.55
$544,120.36 ($65,998.50)$11,257,704.42 ($11,084,995.92)$5,100,597.47
($701.23)$0.00 ($2,023.74)$27,023.74 -8%$17,152.83
.00 .00 .00 .00 +++.00
$0.00 $0.00 $0.00 $0.00 +++$0.00
(701.23).00 (2,023.74)27,023.74 -8%17,152.83
.00 .00 .00 .00 +++.00
($701.23)$0.00 ($2,023.74)$27,023.74 $17,152.83
$139,110.67 $0.00 $1,669,093.41 $720,906.59 70%$2,053,274.88
.00 .00 1,634,941.08 515,058.92 76 511,482.57
$0.00 $0.00 $1,634,941.08 $515,058.92 76%$511,482.57
139,110.67 .00 1,669,093.41 720,906.59 70%2,053,274.88
.00 .00 1,634,941.08 515,058.92 76%511,482.57
$139,110.67 $0.00 $34,152.33 $205,847.67 $1,541,792.31
EXPENSE TOTALS 2,150,000.00
Fund 04 - Motor Fuel Tax Totals $240,000.00
Fund 04 - Motor Fuel Tax Totals
REVENUE TOTALS 2,390,000.00
EXPENSE
Unit 00 - Non-Departmental 2,150,000.00
EXPENSE TOTALS $2,150,000.00
Fund 03 - Capital Replacement Fund Totals $25,000.00
Fund 04 - Motor Fuel Tax
REVENUE
REVENUE TOTALS $2,390,000.00
Fund 03 - Capital Replacement Fund Totals
REVENUE TOTALS 25,000.00
EXPENSE TOTALS .00
Unit 00 - Non-Departmental .00
EXPENSE TOTALS $0.00
Fund 03 - Capital Replacement Fund
REVENUE
REVENUE TOTALS $25,000.00
EXPENSE
EXPENSE TOTALS 23,447,790.00
Fund 02 - Water and Sewer Fund Totals $106,710.00
EXPENSE TOTALS $23,447,790.00
Fund 02 - Water and Sewer Fund Totals
Unit 12 - Utility Expansion 9,130,757.00
Fund 02 - Water and Sewer Fund
REVENUE
REVENUE TOTALS $23,554,500.00
EXPENSE
REVENUE TOTALS 23,554,500.00
Budget by Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
Unit 10 - Water Department 11,139,274.00
Unit 11 - Sewer Department 3,177,759.00
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100
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
Budget by Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
$746,025.00 $0.00 $5,379,633.02 ($2,380,284.02)179%$5,800,869.32
746,025.00 .00 5,379,749.38 (2,383,400.38)180 5,802,582.73
$746,025.00 $0.00 $5,379,749.38 ($2,383,400.38)180%$5,802,582.73
746,025.00 .00 5,379,633.02 (2,380,284.02)179%5,800,869.32
746,025.00 .00 5,379,749.38 (2,383,400.38)180%5,802,582.73
$0.00 $0.00 ($116.36)$3,116.36 ($1,713.41)
$13,500.54 $0.00 $348,243.88 $2,756.12 99%$150,837.66
.00 .00 590,565.00 (80,229.00)116 409,237.00
$0.00 $0.00 $590,565.00 ($80,229.00)116%$409,237.00
13,500.54 .00 348,243.88 2,756.12 99%150,837.66
.00 .00 590,565.00 (80,229.00)116%409,237.00
$13,500.54 $0.00 ($242,321.12)$82,985.12 ($258,399.34)
$1,559.40 $0.00 $40,186.18 $313.82 99%$30,404.84
.00 .00 43,150.00 (1,150.00)103 40,320.00
$0.00 $0.00 $43,150.00 ($1,150.00)103%$40,320.00
1,559.40 .00 40,186.18 313.82 99%30,404.84
.00 .00 43,150.00 (1,150.00)103%40,320.00
$1,559.40 $0.00 ($2,963.82)$1,463.82 ($9,915.16)
EXPENSE TOTALS 42,000.00
Fund 08 - Audit Fund Totals ($1,500.00)
Fund 08 - Audit Fund Totals
REVENUE TOTALS 40,500.00
EXPENSE
Unit 00 - Non-Departmental 42,000.00
EXPENSE TOTALS $42,000.00
Fund 07 - Tort Immunity Fund Totals ($159,336.00)
Fund 08 - Audit Fund
REVENUE
REVENUE TOTALS $40,500.00
Fund 07 - Tort Immunity Fund Totals
REVENUE TOTALS 351,000.00
EXPENSE TOTALS 510,336.00
Unit 00 - Non-Departmental 510,336.00
EXPENSE TOTALS $510,336.00
Fund 07 - Tort Immunity Fund
REVENUE
REVENUE TOTALS $351,000.00
EXPENSE
REVENUE TOTALS 2,999,349.00
EXPENSE TOTALS 2,996,349.00
Fund 05 - Bond and Interest Fund Totals $3,000.00
EXPENSE TOTALS $2,996,349.00
Fund 05 - Bond and Interest Fund Totals
REVENUE
REVENUE TOTALS $2,999,349.00
EXPENSE
Unit 00 - Non-Departmental 2,996,349.00
Fund 05 - Bond and Interest Fund
Run by Traci Pleckham on 02/02/2022 08:14:59 AM Page 2 of 4
101
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
Budget by Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
$973,955.47 $0.00 $4,704,671.28 ($1,229,671.28)135%$8,716,721.60
85,056.06 .00 734,274.12 383,725.88 66 621,829.55
$85,056.06 $0.00 $734,274.12 $383,725.88 66%$621,829.55
973,955.47 .00 4,704,671.28 (1,229,671.28)135%8,716,721.60
85,056.06 .00 734,274.12 383,725.88 66%621,829.55
$888,899.41 $0.00 $3,970,397.16 ($1,613,397.16)$8,094,892.05
$857,245.08 $0.00 $6,634,518.48 $9,416,481.52 41%$4,846,637.72
1,179,858.67 131,999.38 6,147,678.19 19,750,922.43 24 6,493,903.36
$1,179,858.67 $131,999.38 $6,147,678.19 $19,750,922.43 24%$6,493,903.36
857,245.08 .00 6,634,518.48 9,416,481.52 41%4,846,637.72
1,179,858.67 131,999.38 6,147,678.19 19,750,922.43 24%6,493,903.36
($322,613.59)($131,999.38)$486,840.29 ($10,334,440.91)($1,647,265.64)
$66.85 $0.00 $11,661.96 $8,438.04 58%$8.88
3,554.24 .00 4,155.33 15,844.67 21 .00
$3,554.24 $0.00 $4,155.33 $15,844.67 21%$0.00
66.85 .00 11,661.96 8,438.04 58%8.88
3,554.24 .00 4,155.33 15,844.67 21%.00
($3,487.39)$0.00 $7,506.63 ($7,406.63)$8.88
EXPENSE TOTALS 20,000.00
Fund 14 - D.A.R.E. Fund Totals $100.00
Fund 14 - D.A.R.E. Fund Totals
REVENUE TOTALS 20,100.00
EXPENSE
Unit 00 - Non-Departmental 20,000.00
EXPENSE TOTALS $20,000.00
Fund 11 - Capital Improvement Fund Totals ($9,979,600.00)
Fund 14 - D.A.R.E. Fund
REVENUE
REVENUE TOTALS $20,100.00
Fund 11 - Capital Improvement Fund Totals
REVENUE TOTALS 16,051,000.00
EXPENSE TOTALS 26,030,600.00
Unit 00 - Non-Departmental 26,030,600.00
EXPENSE TOTALS $26,030,600.00
Fund 11 - Capital Improvement Fund
REVENUE
REVENUE TOTALS $16,051,000.00
EXPENSE
REVENUE TOTALS 3,475,000.00
EXPENSE TOTALS 1,118,000.00
Fund 10 - Police Pension Fund Totals $2,357,000.00
EXPENSE TOTALS $1,118,000.00
Fund 10 - Police Pension Fund Totals
REVENUE
REVENUE TOTALS $3,475,000.00
EXPENSE
Unit 00 - Non-Departmental 1,118,000.00
Fund 10 - Police Pension Fund
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102
Current Month YTD YTD Budget - YTD % Used/
Transactions Encumbrances Transactions Transactions Rec'd Prior Year YTD
Budget by Organization Report
Through 12/31/21
Prior Fiscal Year Activity Included
Summary Listing
Adopted
Organization Budget
$37,482.22 $0.00 $752,861.07 ($17,861.07)102%$777,444.42
30,206.04 .00 764,754.47 325,245.53 70 102,995.15
$30,206.04 $0.00 $764,754.47 $325,245.53 70%$102,995.15
37,482.22 .00 752,861.07 (17,861.07)102%777,444.42
30,206.04 .00 764,754.47 325,245.53 70%102,995.15
$7,276.18 $0.00 ($11,893.40)($343,106.60)$674,449.27
$11,138.14 $0.00 $121,711.93 ($106,661.93)809%$11,736.51
.00 .00 (39.61)7,539.61 -1 .00
$0.00 $0.00 ($39.61)$7,539.61 -1%$0.00
11,138.14 .00 121,711.93 (106,661.93)809%11,736.51
.00 .00 (39.61)7,539.61 -1%.00
$11,138.14 $0.00 $121,751.54 ($114,201.54)$11,736.51
$2,769.00 $0.00 $13,340.50 $2,159.50 86%$9,029.73
.00 .00 .00 25,000.00 0 .00
$0.00 $0.00 $0.00 $25,000.00 0%$0.00
2,769.00 .00 13,340.50 2,159.50 86%9,029.73
.00 .00 .00 25,000.00 0%.00
$2,769.00 $0.00 $13,340.50 ($22,840.50)$9,029.73
EXPENSE TOTALS 25,000.00
Fund 27 - Alcohol Enforcement Fund Totals ($9,500.00)
Fund 27 - Alcohol Enforcement Fund Totals
REVENUE TOTALS 15,500.00
EXPENSE
Unit 00 - Non-Departmental 25,000.00
EXPENSE TOTALS $25,000.00
Fund 18 - Tax Increment Financing-Rt 30 Totals $7,550.00
Fund 27 - Alcohol Enforcement Fund
REVENUE
REVENUE TOTALS $15,500.00
Fund 18 - Tax Increment Financing-Rt 30 Totals
REVENUE TOTALS 15,050.00
EXPENSE TOTALS 7,500.00
Unit 00 - Non-Departmental 7,500.00
EXPENSE TOTALS $7,500.00
Fund 18 - Tax Increment Financing-Rt 30
REVENUE
REVENUE TOTALS $15,050.00
EXPENSE
REVENUE TOTALS 735,000.00
EXPENSE TOTALS 1,090,000.00
Fund 17 - Tax Increment Financing-Downtown Totals ($355,000.00)
EXPENSE TOTALS $1,090,000.00
Fund 17 - Tax Increment Financing-Downtown Totals
REVENUE
REVENUE TOTALS $735,000.00
EXPENSE
Unit 00 - Non-Departmental 1,090,000.00
Fund 17 - Tax Increment Financing-Downtown
Run by Traci Pleckham on 02/02/2022 08:14:59 AM Page 4 of 4
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MEMORANDUM
To:
From:
Date:
Board of Trustees Mayor Argoudelis
February 2, 2022
••••• mm ... ·111 H11•�.!1_ ..-. ., ... , ,---.._r•,�•••=•••••••• VILLAGE OF PLAINFIELD �
Subject: Class K Liquor License Text Amendment John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally J. Larson Tom Ruane Brian Wojowski The owners of Garage Band Brewing Company, located at 15025 S. DesPlaines Street, Unit IB, are requesting an update to the Class "K" Liquor License Classification to allow for the sale of Cider and Spirits as well as to allow a patron to bring a bottle of manufacturer sealed wine for consumption on the premises. The updated language to the Class "K" Liquor License Classification is identified in Exhibit "A" of the draft Ordinance. Chicago Brew Werks and Sable Creek Winery also hold Class "K" Liquor Licenses.
I will place this item on the February 7, 2022 Village Board Agenda, under the Consent Agenda for
your consideration.
Should the Board so desire to approve the text amendment, the following motion will be necessary.
Motion:
I move to adopt Ordinance No. ____ _, approving text amendments to the Class "K" Liquor License Classification. 24401 W. Lockport Street Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 Web www.plainfield-il.org 104
VILLAGE OF PLAINFIELD
ORDINANCE NO. ______
AN ORDINANCE AMENDING CHAPTER 4, ARTICLE II OF THE
CODE OF ORDINANCES OF THE VILLAGE OF PLAINFIELD An Ordinance Amending the Chapter and Articles
Regulating the Sale and Consumption of Alcoholic Liquors
ADOPTED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE
VILLAGE OF PLAINFIELD
THIS ___ DAY OF FEBRUARY 2022
Published in pamphlet form by
the authority of the President and Board of Trustees of the Village of Plainfield, Will and Kendall Counties, Illinois, this
___ day of February 2022.
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ORDINANCE NO. _____ AN ORDINANCE AMENDING CHAPTER 4, ARTICLE II OF
THE CODE OF ORDINANCES OF THE VILLAGE OF PLAINFIELD
An Ordinance Amending the Chapter and Articles Regulating the Sale and Consumption of Alcoholic Liquors
WHEREAS, the Village of Plainfield ("Village"), Will and Kendall Counties, Illinois,
as a home rule municipality in accordance with Article VII, Section 6(a) of the
Constitution of the State of Illinois of 1970, is enacting this Ordinance pursuant to its
home rule authority; and
WHEREAS, pursuant to the laws of the State of Illinois, the Village has the
authority to adopt ordinances providing for protection of the health, safety and general
welfare of the Village; and
WHEREAS, the regulation of the sale and consumption of alcoholic beverages is
a matter which affects the health, safety and general welfare of the citizens of the
Village; and
WHEREAS, the Village President and the Village Board of Trustees (“Village
Board”) have determined that, in the interest of promoting the health, safety and welfare
of the Village, it is necessary and desirable to amend the Village's Code of Ordinances
to further comprehensively regulate the sale and consumption of alcoholic liquor in the
Village; and
WHEREAS, the Village President and the Village Board specifically find that the
passage of this Ordinance will promote the health, safety and welfare of the Village.
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NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS, as follows:
SECTION ONE. That the Preamble to this Ordinance and Exhibits are adopted
by this reference as if fully set forth herein.
SECTION TWO. That Section 4-15 as it relates to the definition of “cider”,
“manufacturer” and “wine”, and Section 4-22 as it relates to Class K liquor licenses only,
of Chapter 4, Article II, be and hereby are amended as set forth below. The amended
text with document markings is attached hereto as Exhibit "A". Deletions from the Code
are overstruck and additions to the Code are double underlined.
SECTION THREE
Section 4-15. Definitions.
Cider. Any alcoholic beverage obtained by alcohol fermentation of the juice of apples or pears including, but not limited to, flavored, sparkling or carbonated cider.
Manufacturer. Every brewer, fermenter, distiller, rectifier, wine maker, blender, processor, bottler or person who fills or refills an original package, whether for himself or for another, and others engaged in brewing, fermenting, distilling, rectifying or bottling alcoholic liquors
as above defined.
Wine. Any alcoholic beverage obtained by the fermentation of the natural contents of
fruits, vegetables, or honey, containing sugar, including mead and such beverages
when fortified by the addition of alcohol or spirits, as above defined. (Ord. No. 3312, § 3, 6-5-17; Ord. No. _____, eff. ______) State law references: Definitions relating to liquor control, 235 ILCS 5/1-3; local liquor control commissioner, 235 ILCS 5/4-2. Section 4-22.
Class K - Craft Beer, Manufactured Wine License (Production, Storage and Retail Sale): Class K license shall authorize the (a) production and storage of craft beer and/or manufactured wine, for retail sale on the licensed premises; (b) storage of craft beer produced by regional craft brewers other than the licensee, provided such storage is for
the sole purpose of retail sales and/or on-site sampling of the craft beer pursuant to the terms of this article; (c) in-person sales of craft beer and/or manufactured wine registered with the State of Illinois Liquor Control Commission and sealed in its original
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package with the seal unbroken, to individuals for consumption off the licensed premises; (d) in-person sales of craft beer, manufactured wine, cider and/or spirits for consumption on the licensed premises; (e) distribution of not more than two hundred
thirty-two thousand five hundred (232,500) gallons per year of the licensee’s craft beer
to other retail licensees provided the licensee has obtained the required State self-distribution exemption; and (f) on-site sampling of craft beer and/or manufactured wine pursuant to the terms of this article. Craft beer sold to individuals for consumption off the licensed premises shall only be sold in pre-packaged bottle(s), can(s), keg(s) and/or
growler(s). Manufactured wine sold to individuals for consumption off the licensed
premises shall only be sold in pre-packaged bottles. Each Class K licensee must, prior to the issuance of this license, comply with and adhere to all applicable federal, state and local regulations, including but not limited to procurement of a Federal Brewer’s Notice, Illinois Manufacturer’s (Brewer’s) Liquor License, State of Illinois Craft Brewer’s
License, State of Illinois self-distribution exemption, and any other requisite license or
permit for the manufacture, packaging, storing, sale and/or distribution of craft beer and/or manufactured wine. The volume of craft beer produced on the licensed premises shall not exceed four
hundred sixty-five thousand (465,000) gallons per year. The portion of the licensed
premises dedicated to the manufacture of craft beer shall be segregated from the remainder of the licensed premises and shall not generally be accessible to the public. The licensee shall maintain accurate records as to the total volume of craft beer manufactured on the licensed premises and the volume of craft beer sold for
consumption off the licensed premises. Upon demand, the licensee shall immediately
produce said records to the local liquor control commissioner. Not more than seventy-five percent (75%) of the total gross square footage area of the licensed premises shall be designated to the retail sale of craft beer, manufactured wine,
cider and/or spirits. This license classification shall allow the delivery of craft beer and/or manufactured wine by the licensee in limited amounts for sampling purposes only to (a) licensee’s customers; and/or (b) attendees at certified educational or instructional classes related
to the production of craft beer and/or manufactured wine and sponsored by the licensee on the licensed premises, pursuant to the following conditions: (1) Sampling is permitted only during the licensee’s authorized retail sale hours and may only occur on that portion of the licensed premises dedicated to
offering sampling, which area shall be segregated from the manufacturing area of the licensed premises. (2) Sampling by customers shall only occur from a single bar located on the licensed premises, with seating at the bar available for such sampling.
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(3) Craft beer may be served for sampling purposes provided the total quantity of the craft beer sampling package served to a single person is not more than sixteen (16 ) ounces of craft beer.
(4) Manufactured wine may be served for sampling purposes provided the total quantity of the sample(s) provided shall not exceed one-quarter (1/4) fluid ounce, to any patron in a single day.
(5) A price may be set for such sampling.
(6) All applicable taxes including sales tax shall be collected and paid
on all revenue realized from such sampling.
(7) All sampling shall be attended and supervised by a BASSET-certified site manager.
(8) Sampling shall be subject to all other terms and conditions
regulating this license classification and to such further regulations as deemed necessary from time-to-time by the local liquor control commissioner.
A Class K license shall also authorize a licensee to allow a patron of legal drinking age
to bring, per individual visit, one (1) bottle of wine on the licensed premises, to be consumed on the licensed premises. The wine must be commercially manufactured, sealed in its original package, given to the licensee’s agent or employee before the patron is seated and opened only by the licensee, its agent or employee. The partially
consumed bottle of wine may only be removed from the licensed premises upon being
securely sealed in a transparent one-time-use tamper-proof bag, by the licensee or his agent, prior to removal from the licensed premises. It shall be unlawful for the licensee, agent or employee of the licensee to permit a patron to leave the licensed premises with any open alcohol, not resealed in compliance with this section.
It shall be unlawful for the holder of a Class K license to provide a sample of or sell craft beer, manufactured wine, cider and/or spirits, or allow any person to bring wine onto the licensed premises before the hour of 10:00 a.m. or after the hour of 9:00 p.m. on any Sunday; or before the hour of 9:00 a.m. or after the hour of 11:00 p.m. any Monday
through Saturday.
The annual fee for such license shall be One Thousand Nine Hundred Dollars ($1,900.00). There shall be no more than three (3) Class K license(s) issued at any one time.
(Ord. No. 3312, eff. 6-2017; Ord. No. ____, eff. ____).
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SECTION FOUR. That any Village Ordinance or Resolution, or part thereof, in
conflict with the provisions of this Ordinance is, to the extent of such conflict, expressly
repealed.
SECTION FIVE. If any provision of this Ordinance is held invalid by a court of
competent jurisdiction, such provision shall be stricken and shall not affect any other
provision of this Ordinance.
SECTION SIX. This Ordinance shall be in full force and effect after its passage,
approval, and publication in pamphlet form as provided by law.
SECTION SEVEN. This Ordinance shall be numbered as Ordinance No. _____.
PASSED the ____day of February 2022.
AYES:
NAYS:
ABSENT:
APPROVED this ____ day of February 2022.
_______________________________
John F. Argoudelis Village President
ATTESTED AND FILED IN MY OFFICE:
________________________________
Michelle Gibas Village Clerk
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EXHIBIT A
Section 4-15. Definitions.
Cider. Any alcoholic beverage obtained by alcohol fermentation of the juice of apples or pears including, but not limited to, flavored, sparkling or carbonated cider.
Manufacturer. Every brewer, fermenter, distiller, rectifier, wine maker, blender, processor, bottler or person who fills or refills an original package, whether for himself or for another, and others engaged in brewing, fermenting, distilling, rectifying or bottling alcoholic liquors as above defined.
Wine. An alcoholic beverage obtained by the fermentation of fruits or plants. Any alcoholic beverage obtained by the fermentation of the natural contents of fruits,
vegetables, or honey, containing sugar, including mead and such beverages when
fortified by the addition of alcohol or spirits, as above defined. (Ord. No. 3312, § 3, 6-5-17; Ord. No. _____, eff. ______) State law references: Definitions relating to liquor control, 235 ILCS 5/1-3; local liquor control commissioner, 235 ILCS 5/4-2. Section 4-22.
Class K - Craft Beer, Manufactured Wine License (Production, Storage and Retail Sale): Class K license shall authorize the (a) production and storage of craft beer and/or manufactured wine, for retail sale on the licensed premises; (b) storage of craft beer produced by regional craft brewers other than the licensee, provided such storage is for
the sole purpose of retail sales and/or on-site sampling of the craft beer pursuant to the terms of this article; (c) in-person sales of craft beer and/or manufactured wine, registered with the State of Illinois Liquor Control Commission and sealed in its original package with the seal unbroken, to individuals for consumption off the licensed premises; (cd) in-person sales of craft beer, manufactured wine, cider and/or spirits for
consumption on the licensed premises; (e) distribution of not more than two hundred thirty-two thousand five hundred (232,500) gallons per year of the licensee’s craft beer to other retail licensees provided the licensee has obtained the required State self-distribution exemption; and (df) on-site sampling of craft beer and/or manufactured wine pursuant to the terms of this article. Craft beer sold to individuals for consumption off the
licensed premises shall only be sold in pre-packaged bottle(s), can(s), keg(s) and/or growler(s). Manufactured wine sold to individuals for consumption off the licensed premises shall only be sold in pre-packaged bottles. Each Class K licensee must, prior to the issuance of this license, comply with and adhere to all applicable federal, state and local regulations, including but not limited to procurement of a Federal Brewer’s
Notice, Illinois Manufacturer’s (Brewer’s) Liquor License, State of Illinois Craft Brewer’s License, State of Illinois self-distribution exemption, and any other requisite license or permit for the manufacture, packaging, storing, sale and/or distribution of craft beer and/or manufactured wine.
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The volume of craft beer produced on the licensed premises shall not exceed four hundred sixty-five thousand (465,000) gallons per year. The portion of the licensed
premises dedicated to the manufacture of craft beer shall be segregated from the
remainder of the licensed premises and shall not generally be accessible to the public. The licensee shall maintain accurate records as to the total volume of craft beer manufactured on the licensed premises and the volume of craft beer sold for consumption off the licensed premises. Upon demand, the licensee shall immediately
produce said records to the local liquor control commissioner.
Not more than seventy-five percent (75%) of the total gross square footage area of the licensed premises shall be designated to the retail sale of craft beer., manufactured wine, cider and/or spirits.
The production and sale of craft beer and/or manufactured wine for consumption on the licensed premises is expressly prohibited, except t This license classification shall allow the delivery of craft beer and/or manufactured wine by the licensee in limited amounts for sampling purposes only to (a) licensee’s customers; and/or (b) attendees at certified
educational or instructional classes related to the production of craft beer and/or manufactured wine and sponsored by the licensee on the licensed premises, pursuant to the following conditions: (1) Sampling is permitted only during the licensee’s authorized retail sale
hours and may only occur on that portion of the licensed premises dedicated to offering sampling, which area shall be segregated from the manufacturing area of the licensed premises. (2) Sampling by customers shall only occur from a single bar located on the
licensed premises, with seating at the bar available for such sampling. No other
customer seating on the licensed premises shall be permitted. The provisions of this subparagraph (2) shall not apply to sampling related to certified educational or instructional classes.
(3) Craft beer may be served for sampling purposes provided the total
quantity of the craft beer sampling package served to a single person is not more than sixteen (16 ) ounces of craft beer. (4) Manufactured wine may be served for sampling purposes provided the
total quantity of the sample(s) provided shall not exceed one-quarter (1/4) fluid
ounce, to any patron in a single day. (5) A price may be set for such sampling.
(6) All applicable taxes including sales tax shall be collected and paid on all revenue realized from such sampling.
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(7) All sampling shall be attended and supervised by a BASSET-certified site manager.
(8) Sampling shall be subject to all other terms and conditions regulating this
license classification and to such further regulations as deemed necessary from time-to-time by the local liquor control commissioner. A Class K license shall also authorize a licensee to allow a patron of legal drinking age
to bring, per individual visit, one (1) bottle of wine on the licensed premises, to be consumed on the licensed premises. The wine must be commercially manufactured, sealed in its original package, given to the licensee’s agent or employee before the patron is seated and opened only by the licensee, its agent or employee. The partially consumed bottle of wine may only be removed from the licensed premises upon being
securely sealed in a transparent one-time-use tamper-proof bag, by the licensee or his agent, prior to removal from the licensed premises. It shall be unlawful for the licensee, agent or employee of the licensee to permit a patron to leave the licensed premises with any open alcohol, not resealed in compliance with this section.
It shall be unlawful for the holder of a Class K license to provide a sample of or sell craft beer, and/or manufactured wine, cider and/or spirits, or allow any person to bring wine onto the licensed premises before the hour of 10:00 a.m. or after the hour of 9:00 p.m. on any Sunday; or before the hour of 9:00 a.m. or after the hour of 11:00 p.m. any Monday through Saturday.
The annual fee for such license shall be One Thousand Nine Hundred Dollars ($1,900.00). There shall be no more than three (3) Class K license(s) issued at any one time. (Ord. No. 3312, eff. 6-2017; Ord. No. ____, eff. ____).
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MEMORANDUM
To: Mayor Argoudelis and Trustees
From: James Kastrantas, Information Technology Director
CC: Traci Pleckham, Assistant Village Administrator/Management Services Director
Date: 1/5/2022
Re: Tyler New World ERP annual software maintenance
Background Findings
The Village utilizes the New World ERP system from Tyler Technologies for accounting, payroll, human resources,
utility billing, permits, inspections and code enforcement. In order to stay up-to-date with new features and
functionality within the New World ERP product, an annual software maintenance, support and licensing fee is
charged. Continuing the maintenance and support is vital to ensure a high level of responsiveness in nearly all
areas of the Village’s operations.
Policy Considerations
According to Section 2-43 (6) of the Village Code of Ordinances, the Village Administrator shall make a
recommendation to the President and Board of Trustees on purchases over the $5,000 statutory limit. The Board
has the right to accept or reject any or all proposals.
Financial Considerations
The cost for the annual software maintenance of the New World ERP system is $97,818.01. Funding is budgeted
in the Information Technology budget.
Recommendation
It is our recommendation that the Village Board authorize the annual maintenance agreement from Tyler
Technologies for the New World ERP software.
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice Amount
12254 - TRACY, JOHNSON & WILSON 2021-00001570 Edit 01/12/2021 02/08/2022 351.00
12254 - TRACY, JOHNSON & WILSON 2021-00001571 Edit 10/12/2020 02/08/2022 126.75
12254 - TRACY, JOHNSON & WILSON 2022-00001163 Edit 08/11/2021 02/08/2022 243.75
12254 - TRACY, JOHNSON & WILSON 2022-00001164 Edit 09/24/2021 02/08/2022 195.00
12254 - TRACY, JOHNSON & WILSON 2021-00001572 Edit 10/12/2020 02/08/2022 409.50
12254 - TRACY, JOHNSON & WILSON 2021-00001573 Edit 11/10/2020 02/08/2022 399.75
12254 - TRACY, JOHNSON & WILSON 2022-00001165 Edit 12/10/2021 02/08/2022 78.00
Invoice
Transactions
7 $1,803.75
12254 - TRACY, JOHNSON & WILSON 102 Edit 01/12/2022 02/08/2022 2,813.50
Invoice
Transactions
1 $2,813.50
Invoice
Transactions
1 $2,813.50
Invoice
Transactions
1 $2,813.50
Accounts Payable by G/L Distribution
Report
Invoice Due Date Range 02/08/22 - 02/08/22
Invoice Description
Fund 01 - General Fund
Account 0121.110 - Unbilled Receivable-Developer
Redwood Communities-Collected from
Developer
Wingspan Development Drauden &
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Account 0121.110 - Unbilled Receivable-Developer Totals
Unit 04 - Administration/Finance
Cyracus-13717 Route 30-Collected
from Developer
24018 W. Lockport-Collected from
Developer
Springbank Unit 10-Collected from
Developer
Springbank Unit 10-Collected from
Developer
Redwood Communities-Collected from
Developer
Division 02 - Administration Program Totals
Unit 04 - Administration/Finance Totals
Division 02 - Administration Program
Account 8065 - Legal Fees
VH Legal Fees
Account 8065 - Legal Fees Totals
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Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description
Invoice
Transactions
8 $4,617.25
Invoice
Transactions
8 $4,617.25Grand Totals
Fund 01 - General Fund Totals
Run by Kristin Partyka on 02/02/2022 02:35:01 PM Page 2 of 2 135
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ANNEXATION AGREEMENT FOR BRONK FARM Date: _____________
THIS ANNEXATION AGREEMENT (the “AGREEMENT”) is entered into this ____ day of __________________, 2021, by and between the Village of Plainfield, an Illinois municipal corporation (hereinafter referred to as “VILLAGE”), First Midwest Bank, as
Successor Trustee of the Allyn K. Bronk Trust under that certain Restated Declaration of Trust executed by Allyn K. Bronk on August 1, 1989 as most recently Amended by that certain Restated Declaration of Trust dated January 11, 2008, as to an undivided fifty percent (50%) interest, and Allyn Dale Bronk, as Successor Trustee of the 1993 Restated Declaration of Trust made by June E. Bronk, dated December 1, 1993, as Amended, as to an undivided fifty percent
(50%) interest (hereinafter referred to as “OWNER”) and Pulte Home Company, LLC, a Michigan limited liability company (hereinafter referred to as “DEVELOPER”) for the property legally described in Exhibit A attached hereto (the “SUBJECT PROPERTY”). The VILLAGE, OWNER and DEVELOPER are hereinafter each a “PARTY” and collectively the “PARTIES”.
WITNESSETH: WHEREAS, the VILLAGE is an Illinois municipal corporation; and WHEREAS, the SUBJECT PROPERTY is owned by First Midwest Bank, as Successor
Trustee of the Allyn K. Bronk Trust under that certain Restated Declaration of Trust executed by Allyn K. Bronk on August 1, 1989 as most recently Amended by that certain Restated Declaration of Trust dated January 11, 2008, as to an undivided fifty percent (50%) interest, and June E. Bronk, as Trustee of the 1993 Restated Declaration of Trust made by June E. Bronk, dated December 1, 1993, as Amended, as to an undivided fifty percent (50%) interest; and
WHEREAS, OWNER has filed the Petition to annex the SUBJECT PROPERTY, as depicted on the Plat of Annexation attached hereto as Exhibit A-1, to the VILLAGE; WHEREAS, OWNER accepts the terms of this Agreement, finding that the terms set
forth herein fulfill the intent of OWNER’S Petition for Annexation; WHEREAS, the SUBJECT PROPERTY is not within the corporate limits of any municipality; and
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WHEREAS, the SUBJECT PROPERTY is contiguous to the Village of Plainfield, lies
within the planning jurisdiction of the Village of Plainfield and is identified in the VILLAGE’s Comprehensive Plan for development within the corporate limits of the Village of Plainfield; WHERAS, no electors reside on the SUBJECT PROPERTY or any portion thereof;
WHEREAS, it is the intention of the PARTIES that this AGREEMENT would set forth the terms on which the SUBJECT PROPERTY would be annexed to the VILLAGE; and WHEREAS, hereafter, this AGREEMENT would govern the use and development of the SUBJECT PROPERTY and that the PARTIES would be bound upon the terms and
conditions of this AGREEMENT; and WHEREAS, DEVELOPER has filed development applications with the VILLAGE along with a Preliminary Plat of Subdivision for the SUBJECT PROPERTY attached hereto as Exhibit B (the “Preliminary Plat”); and
WHEREAS, the Preliminary Plat will facilitate the development of the SUBJECT PROPERTY as a 450-unit mixed-use residential community; and WHEREAS, in accordance with 65 ILCS 5/11-15.1-1 et seq. of the Illinois Compiled
Statutes and pursuant to lawful notice, the VILLAGE has placed this Agreement before the public for comment and hearing by its Corporate Authorities; and WHEREAS, the VILLAGE, by its Corporate Authorities, shall consider an ordinance adopting this Agreement in the manner provided by law; and
WHEREAS, the adoption and approval of this Agreement is an exercise of the powers vested in the VILLAGE by the Illinois Compiled Statutes. NOW, THEREFORE, in consideration of the premises and of the mutual covenants and
agreements herein contained, it is hereby agreed as follows: 1. INCORPORATION OF RECITALS AND EXHIBITS. The foregoing recitals are hereby incorporated into the body of this agreement as if fully
set forth and repeated herein. Any exhibit referred to in this agreement and attached hereto shall also be considered incorporated herein by express reference. 2. ANNEXATION AND ZONING. OWNER and DEVELOPER agrees within seven (7) days after the execution of this Agreement to file properly executed petitions for annexing and zoning said premises, if said
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petitions have not already been filed.
Within thirty (30) days of contiguity the VILLAGE agrees, pursuant to requisite notice having been given, and in accordance with law, to enact and adopt ordinances annexing and zoning the SUBJECT PROPERTY to zoning classification R1 with a special use for a Planned Unit Development.
OWNER and DEVELOPER agree that the SUBJECT PROPERTY shall be developed in accordance with the ordinances of the VILLAGE, as approved or subsequently amended, and agrees to follow all of the policies and procedures of the VILLAGE in connection with such development except as modified in this Agreement and shall develop the SUBJECT PROPERTY in accordance with the Preliminary Plat attached hereto as Exhibit B and made a
part of this Agreement (“Preliminary Plat”). 3. PARK AND LIBRARY DISTRICT ANNEXATION. Upon annexation of the Subject Property to the VILLAGE, the OWNER agrees to file
petitions to annex the Subject Property to the Plainfield Township Park District and the Plainfield Library District. The OWNER agrees to annex the SUBJECT PROPERTY to the Plainfield Township Park District and Plainfield Public Library District with 30 days of contiguity with the Districts.
4. PARK AND SCHOOL DONATIONS. The DEVELOPER agrees to comply with the Village Ordinance on land/cash donations for park and school sites. The DEVELOPER agrees to pay all fees identified in the
School Facility Impact Fee schedule and School Transition Fee schedule attached. A letter from the School District confirming acceptance of the proposed fees and timing of payment is included in Exhibit C. The DEVELOPER shall be required to enter into a Park Dedication and Improvement Agreement with the Park District to formalize the terms of meeting the park obligation for development of the SUBJECT PROPERTY. A letter from the Park
District outlining the general terms of how the park obligation will be met is included in Exhibit C. The DEVELOPER agrees to pay a fee at building permit set by the junior college within which district the development occurs and approved by the Village.
5. FIRE PROTECTION DISTRICT DONATION. The DEVELOPER agrees to pay $100.00 contribution per residential unit to the Fire Protection District in which the unit is located and $0.15 per square foot for commercial
development. The fee will be paid at the time of building permit issuance. 6. LIBRARY IMPACT FEE.
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The DEVELOPER agrees to pay the applicable contribution per unit, as set forth in the inter-governmental agreement between the VILLAGE and the Plainfield Library District and/or
Oswego Library District, as applicable. The fee will be paid at the time of building permit issuance. 7. WATER AND SEWER SERVICE.
VILLAGE represents and warrants that the the SUBJECT PROPERTY is currently within the FPA (Facilities Planning Area) of the VILLAGE or if not presently in the FPA, the Village will submit all required applications to include the SUBJECT PROPERTY into the Village’s FPA. All application and associated costs to amend the FPA shall be the responsibility of the DEVELOPER.
8. WATER AND SANITARY SEWER FEES. Connection fees required for connection to the Village's sanitary sewer system are as established by Village Ordinance. The minimum connection fees to the Village's water supply
system are as follows: Water Meter size (inches) Water Connection Fee 1 $3,305.00 1 ½ $3,810.00
2 $4,280.00 3 $4,775.00 4 $5,220.00 6 $6,230.00
All sanitary sewer construction requiring an Illinois Environmental Protection Agency construction permit, upon receipt of required IEPA Sewer Permit, but before any sewer main construction, the property owner or DEVELOPER shall be required to pay the Village the total sewer connection fee for the entire area served by said permit. The population equivalent stated on the IEPA permit shall be the basis for calculating the required connection fees.
Substantial sanitary sewer construction shall begin within ninety (90) days of receiving required IEPA sewer construction permits. 9. SANITARY SEWER OVERSIZING IMPACT FEE.
The DEVELOPER recognizes that certain sanitary sewer oversizing is required pursuant to the Sanitary Sewer Recapture Map. Said Map outlines the estimated cost per acre of sewer oversizing according to zones. The oversizing will be constructed by either the DEVELOPER or the VILLAGE, at the VILLAGE’s discretion. If constructed by the DEVELOPER, recapture will follow the provisions of Section 10 of this ANNEXATION
AGREEMENT. If constructed by the VILLAGE, OWNER and DEVELOPER will reimburse all VILLAGE expenses related to the sewer construction, including engineering, easement acquisition, administration and legal fees. The percentage of the total project cost to be reimbursed by DEVELOPER shall be calculated based on the acreage of the development
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within the recapture area. Any applicable fees shall be payable at the time of final plat or if no platting is necessary, prior to building permit.
10. RECAPTURE FEES. Upon development, DEVELOPER shall be obligated to pay any recapture fees as applicable to the annexed property for municipal water, sanitary sewers, storm water,
roadways, traffic signals or improvements or any other improvements as set forth in 65 ILCS 5/9-5-1. The foregoing shall be modified as set forth in the Amendment.
VILLAGE may adopt any necessary ordinances to provide for recapture to DEVELOPER for streets, water, sanitary sewer or storm sewer lines constructed by DEVELOPER, which benefit other properties by the installation and/or over sizing of said improvements. Such recapture ordinances shall only be adopted upon satisfactory demonstration by the DEVELOPER that the recapture is fair and equitable and that provision
of notice of the proposed recapture fees is provided to affected property owner, the determination that a proposed recapture is fair and equitable shall be solely that of the Village. Fees are due upon Village request.
In the event benefiting property subject to recapture is owned by a government agency (e.g., fire protection district, park district, school district), such government entity shall not be required to pay recapture, thus reducing the total amount the DEVELOPER and/or VILLAGE are entitled to recapture.
Any recapture ordinances shall be for a maximum of ten (10) years from the date of adoption of said ordinance with 2% interest payable to the DEVELOPER two (2) years from the date of completion of said improvement. An administrative fee shall be charged at the rate of two percent (2%) of the total recapturable amount payable to the VILLAGE to cover administrative costs of the recapture agreement. The costs to be recaptured shall not exceed
110 percent of the estimated costs per the approved engineer’s opinion of probable construction costs (EOPC). Any increase in cost of more than 5 percent of the EOPC (but in no event more than 10 percent of the EOPC) shall not be permitted unless a detailed explanation of the increase in costs is submitted by the OWNER and approved by the VILLAGE. 11. ANNEXATION FEES.
The DEVELOPER agree to pay an annexation fee to the VILLAGE of $2,000 per dwelling unit for any residential development or $4,000 per gross acre for commercial development, payable at the time of final plat or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this Agreement, after which time the fee shall be as set by Village policy per
adopted Resolution then in effect.
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12. TRAFFIC IMPROVEMENT FEE.
The DEVELOPER agrees to pay a traffic improvement fee to the Village of $1,500.00 per unit of residential development. Said fees shall be payable at the time of final plat or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this Agreement, after which time the fee shall be as set by Village policy per adopted Resolution then in effect.
13. MUNICIPAL FACILITY FEE. The DEVELOPER agrees to pay $1,500.00 per unit for future municipal facilities. Said fees shall be payable at the time of final plat or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following
execution of this Agreement, after which time the fee shall be as set by Village policy per adopted Resolution then in effect. 14. MULTI-MODAL FEE
The DEVELOPER agrees to pay a fee of $250 per dwelling unit to help fund regional, non-vehicular transportation and recreation improvements, such as multi-use path connections and extensions. Said fees shall be payable at the time of final plat or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this Agreement, after which time the fee shall be as set by Village
policy per adopted Resolution then in effect. 15. EMERGENCY SERVICES FEE The DEVELOPER agrees to pay a fee of $50 per dwelling unit to help fund emergency
service infrastructure, such as tornado sirens and traffic signal emergency pre-emption devices. Said fees shall be payable at the time of final plat or if no platting is necessary, prior to building permit issuance. This fee shall be set at this rate for a period of five (5) years following execution of this Agreement, after which time the fee shall be as set by Village policy per adopted Resolution then in effect.
16. EASEMENTS. The owner agrees to dedicate right-of-way or grant utility easements within thirty days of written request by the Village.
17. SIDEWALKS AND PARKWAY TREES The VILLAGE may require the DEVELOPER to install sidewalks and parkway trees on any platted lot upon notice by the VILLAGE after a period of two (2) years from the date
of recording of the final plat which includes that lot. The VILLAGE may also require installation of sidewalks and parkway trees on any platted lot that is consolidated with an adjacent lot.
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18. ARCHITECTURAL DESIGN PROVISIONS. The DEVELOPER agrees to provide a variety of architectural designs for residential dwelling units for the purpose of discouraging excessive similarity between units, including but not limited to single family, duplexes, and multi-family developments. The DEVELOPER agrees to establish appropriate policies and procedures to provide distinction
between surrounding dwelling units, including front, rear and side elevations, for the purpose of anti-monotony. The Village is looking to better control monotony and to encourage character within subdivisions including all four sides of residential structures, roof pitches, heights, and
materials. The DEVELOPER agrees to develop the subject property in accordance with the Plainfield Residential Design Guidelines. 19. VARIANCES.
No variances will be necessary to develop the property. (If variances are required, they shall be described and attached as an Amendment, Exhibit C) 20. MISCELLANEOUS FEES.
All other fees provided for by ordinance and uniformly applied and collected in connection with the development of the property within the corporate limits of Plainfield, except as otherwise specified in this agreement shall be applicable to the subject realty. Payment of all fees due under the Village Ordinances, together with the posting of any and all letters of credit and other guarantees shall be a pre-condition to the approval by the Village of
any final plan, plat or site plan submitted by DEVELOPER under this Agreement. 21. AMENDMENTS.
This agreement, including the attached exhibits, may be amended only with the mutual consent of the parties by a duly executed written instrument. In the case of the VILLAGE, the written instrument may only be in the form of an ordinance duly adopted in accordance with applicable laws. Modifications subsequent to this Agreement’s adoption shall require a public hearing and procedures consistent with law.
22. EXHIBIT C. Any modifications to the VILLAGE’S standard annexation agreement provisions are set forth in Exhibit C. The OWNER, DEVELOPER and VILLAGE agree that should any
conflicts between Exhibit C and the text of this Agreement exist, the provisions of Exhibit C shall supersede those of this text. 23. DORMANT SPECIAL SERVICE AREA (SSA)
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DEVELOPER agrees to the Village enacting a dormant Special Service Area (SSA) to
act as a back-up in the event that the Homeowner’s Association fails to maintain the private common areas, private detention ponds, perimeter landscaping features, and entrance signage within the Subject Property. The special service area will be completed as part of the first phase of development. 24. ENFORCEMENT. This Agreement shall be enforceable by any action at law or in equity, including actions for specific performance and injunctive relief. The laws of the State of Illinois shall control the construction and enforcement of this Agreement. The parties agree that all actions
instituted on this agreement shall be commenced and heard in the Circuit Court of Will County, Illinois, and hereby waive venue in any other court of competent jurisdiction. Before any failure of any party to perform any obligation arising from this Agreement shall be deemed to constitute a breach, the party claiming the breach shall notify the defaulting party and demand performance. No breach of this Agreement shall have been found to have occurred if
performance is commenced to the satisfaction of the complaining party within thirty (30) days of the receipt of such notice. 25. EFFECT OF SUCCESSORS.
This agreement shall be binding upon and inure to the benefit of the VILLAGE and its successor municipal corporations and corporate authorities. This Agreement shall be binding upon and inure to the benefit of OWNER and their grantees, lessees, assigns, successors and heirs. 26. CONSTRUCTION OF AGREEMENT. This Agreement shall be interpreted and construed in accordance with the principles applicable to the construction of contracts. Provided, however, that the parties stipulate that they participated equally in the negotiation and drafting of the Agreement and that no
ambiguity contained in this Agreement shall be construed against a particular party. 27. SEVERABILITY. If any provision, covenant, agreement or portion of this Agreement or its application to
any person, entity or property is held invalid, such invalidity shall not affect the application or validity of any other provision, covenants, agreement or portions of this Agreement, and this Agreement is declared to be severable. 28. EFFECT OF THIS AGREEMENT.
The provisions of this Agreement shall supersede the provisions of any ordinances, codes, policies or regulations of the Village which may be in conflict with the provisions of this agreement.
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29. DURATION.
This agreement shall remain in full force and effect for a term of twenty (20) years from the date of its execution, or for such longer period provided by law. 30. NOTICE.
Any notice or demand hereunder from one party to another party or to an assignee or successor in interest of either party or from an assignee or successor in interest of either party to another party, or between assignees or successors in interest, either party shall provide such notice or demand in writing and shall be deemed duly served if mailed by prepaid registered
or certified mail addressed as follows: If to the VILLAGE: John F. Argoudelis Joshua Blakemore
Village President Village Administrator 24401 W. Lockport Street 24401 W. Lockport Street Plainfield, IL 60544 Plainfield, IL 60544 With copies to:
Jim Harvey, Village Attorney Tracy, Johnson & Wilson 2801 Black Road, 2nd Floor
Joliet, IL 60435
If to any owner of record of any real property located within the SUBJECT PROPERTY, or the DEVELOPER:
Pulte Home Company, LLC
1900 E. Golf Road, Suite 300 Schaumburg, IL 60173 Attn: Matt Brolley Matt.Brolley@Pultegroup.com
With copies to: Rosanova & Whitaker, Ltd. 127 Aurora Avenue
Naperville, Illinois 60540 Attn: Russell G. Whitaker, III russ@rw-attorneys.com
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Or to such address as any party hereto or an assignee or successor in interest of a party hereto may from time to time designate by notice to the other party hereto or their successors in
interest.
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IN WITNESS WHEREOF, the parties have caused this agreement to be executed the day and year first above written.
THE VILLAGE OF PLAINFIELD, a municipal Corporation
By _______________________________ Its: Village President
ATTEST: By _______________________________ Its: Village Clerk
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OWNER
First Midwest Bank, as Successor Trustee of the Allyn K. Bronk Trust under that certain Restated Declaration of Trust executed by Allyn K. Bronk on August 1, 1989 as most recently Amended by that certain Restated Declaration of Trust dated January 11, 2008, as to an undivided fifty percent (50%) interest
By: Its:
STATE OF ILLINOIS )
) SS.
COUNTY OF )
I, the undersigned, a Notary Public in and for the County and State aforesaid, DO
HEREBY CERTIFY THAT of First Midwest Bank, as Successor Trustee of the Allyn K. Bronk Trust under that certain Restated Declaration of Trust executed by Allyn K. Bronk on August 1, 1989 as most recently Amended by that certain Restated Declaration of Trust dated January 11, 2008, as to an undivided fifty percent (50%) interest personally known to me to be the same person whose name is subscribed to the foregoing document,
appeared before me this day in person and acknowledged to me that, as of First Midwest Bank, as Successor Trustee of the Allyn K. Bronk Trust under that certain Restated Declaration of Trust executed by Allyn K. Bronk on August 1, 1989 as most recently Amended by that certain Restated Declaration of Trust dated January 11, 2008, as to an
undivided fifty percent (50%) interest, he/she was duly authorized and signed and delivered
the foregoing document as his/her free and voluntary act for the uses and purpose therein set forth. Given under my hand and Notarial Seal as of this _____ day of ________, 20 . ____________________________________________ Notary Public My Commission expires: _________________________
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OWNER
Allyn Dale Bronk, as Successor Trustee of the 1993 Restated Declaration of Trust made by June E. Bronk, dated December 1, 1993, as Amended, as to an undivided fifty percent (50%) interest By:
Its: I, the undersigned, a Notary Public in and for the County and State aforesaid, DO HEREBY CERTIFY THAT Allyn Dale Bronk, as Successor Trustee of the 1993 Restated Declaration of Trust made by June E. Bronk, dated December 1, 1993, as Amended, as to an
undivided fifty percent (50%) interest personally known to me to be the same person whose name is subscribed to the foregoing document, appeared before me this day in person and acknowledged to me that, as Successor Trustee of the 1993 Restated Declaration of Trust made by June E. Bronk, dated December 1, 1993, as Amended, as to an undivided fifty percent (50%) interest, he was duly authorized and signed and delivered the foregoing document as his free
and voluntary act for the uses and purpose therein set forth. Given under my hand and Notarial Seal as of this _____ day of ________, 20 . ____________________________________________ Notary Public My Commission expires: _________________________
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DEVELOPER
Pulte Home Company, LLC, a Michigan limited liability company By:
Its:
I, the undersigned, a Notary Public in and for the County and State aforesaid, DO HEREBY CERTIFY THAT as of Pulte Home Company, LLC, a Michigan limited liability company, personally known to me to be
the same person whose name is subscribed to the foregoing document, appeared before me this day in person and acknowledged to me that, as of Pulte Home Company, LLC, a Michigan limited liability company, he was duly authorized and signed and delivered the foregoing document as his free and voluntary act for the uses and purpose therein set forth.
Given under my hand and Notarial Seal as of this _____ day of ________, 20 .
____________________________________________
Notary Public
My Commission expires: _________________________
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EXHIBIT LIST: EXHIBIT A LEGAL DESCRIPTION OF SUBJECT PROPERTY EXHIBIT A-1 PLAT OF ANNEXATION EXHIBIT B PRELIMINARY PLAT EXHIBIT C AMENDMENT TO ANNEXATION AGREEMENT
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EXHIBIT C AMENDMENT TO ANNEXATION AGREEMENT Pursuant to paragraph 22 of the Annexation Agreement (the “Agreement”) for Bronk
Farm by and between the Village of Plainfield, an Illinois municipal corporation
(“VILLAGE”), First Midwest Bank, as Successor Trustee of the Allyn K. Bronk Trust under that certain Restated Declaration of Trust executed by Allyn K. Bronk on August 1, 1989 as most recently Amended by that certain Restated Declaration of Trust dated January 11, 2008, as to an undivided fifty percent (50%) interest, and Allyn Dale Bronk, as Successor Trustee of
the 1993 Restated Declaration of Trust made by June E. Bronk, dated December 1, 1993, as
Amended, as to an undivided fifty percent (50%) interest (hereinafter referred to as “OWNER”), and Pulte Home Company, LLC, a Michigan limited liability company (hereinafter referred to as “DEVELOPER”), VILLAGE, OWNER, and DEVELOPER agree to supplement the standard form Village Annexation Agreement with the following
modifications and additions (the “Amendment”), the terms of which shall supersede those of
this Agreement. VILLAGE, OWNER, and DEVELOPER may each individually be referred to as a “Party” and collectively, as the “Parties”). Capitalized terms used herein without definition shall have the meaning set forth in the
Agreement.
ARTICLE I MUTUAL ASSISTANCE
A. The Parties shall do all things necessary or appropriate to carry out the terms and
provisions of the Agreement, as modified by this Amendment, and to aid and assist each other in furthering the objectives hereof and the intent of the Parties as reflected hereby including, without limitation, the giving of such notices, the holding of such public hearings and the enactment by VILLAGE of such resolutions and ordinances,
the execution of such permits, application and agreements and the taking of such other
actions as may be necessary to enable the Parties’ compliance with the terms and provision of this Agreement and as may be necessary to give effect to the objections of this Agreement and the intention of the Parties as reflected by the terms of this Amendment.
ARTICLE II ANNEXATION
A. The Parties acknowledge that, as of the date of approval of this Agreement and the
Entitlement Ordinances outlined in Article III of this Agreement, DEVELOPER is the contract purchaser of the SUBJECT PROPERTY. It is the intent of the Parties that this Agreement and Entitlement Ordinances be approved and executed by the Parties but that said documents be held in escrow until such time as the DEVELOPER takes title
to the SUBJECT PROPERTY. To this end, this Agreement and the Entitlement
Ordinances shall become effective as of the date of recording (the “Effective Date”).
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This Agreement and the Entitlement Ordinances shall not be recorded unless and until DEVELOPER takes title to the SUBJECT PROPERTY. The DEVELOPER is hereby
authorized to record or cause this Agreement and the Entitlement Ordinances to be recorded out of DEVELOPER’s closing escrow for the SUBJECT PROPERTY, provided that said documents shall not be recorded prior to the deed conveying title to the SUBJECT PROPERTY. If DEVELOPER fails to obtain title to the SUBJECT PROPERTY within 270 days of the date the Village approves this Agreement and the
Entitlement Ordinances, this Agreement and the Entitlement Ordinances shall be deemed null and void, having no further force or effect, and shall not thereafter be recorded. B. Should any person bring a cause of action challenging VILLAGE's lawful authority to
annex the SUBJECT PROPERTY or challenge the method or procedures by or through which the Parties purported to cause the SUBJECT PROPERTY to be annexed to VILLAGE, specifically including the approval of this Agreement, the Parties agree that they shall fully cooperate to defend such cause of action. Should a court of competent jurisdiction finally determine that annexation of the SUBJECT PROPERTY or the
provisions of this Agreement were defective because of the failure of the Parties to follow a procedural requirement constituting a valid precondition to proper annexation of the SUBJECT PROPERTY, the Parties agree to promptly cause the SUBJECT PROPERTY to be reannexed to VILLAGE in a manner which satisfies all procedural requirements and on terms consistent with this Agreement.
ARTICLE III
ZONING APPROVAL
A. Immediately following annexation of the SUBJECT PROPERTY, the VILLAGE shall pass one or more ordinances (the “Entitlement Ordinances”) to: (a) rezone the SUBJECT PROPERTY to the R1 Residential District classification pursuant to the Village Zoning Ordinance; (b) grant a special use permit for a planned unit
development (PUD) to permit the development of the SUBJECT PROPERTY as a residential subdivision with an associated private recreation facility, with deviations from the Zoning Ordinance and the Subdivision Regulations as depicted in the Preliminary Planned Unit Development Plan for Bronk Farm (“PUD Plan”), (c) approve the Preliminary Plat of Subdivision. The deviations approved under the PUD
Plan include the following: Deviation from Zoning Regulations:
• Section 9-52 increase the permitted residential density from 2.1 dwelling units per acre to 2.78 dwelling units per acre.
• Section 9-54 reduce the minimum lot size from 12,000 to 7,625 square feet
• Section 9-54 reduce the minimum lot area per dwelling unit from 12,000 to
______ square feet
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• Section 9-54 reduce the minimum lot width from 85 to 61 linear feet
• Section 9-54 increase the maximum lot coverage from 30% to 35%
• Section 9-54 increase the maximum impervious area coverage from 40% to 45%
• Section 9-54 reduce the minimum corner side setback from 30 to 25 linear ft
• Section 9-54 reduce the minimum rear yard setback from 30 to 25 linear ft.
• Section 9-17 to eliminate the requirement for side loaded, rear loaded or
recessed garages for the Townhomes, the Meadows Lots, and the Estates Lots
as depicted on the PUD Plan and to approve the Bronk Farm Elevations as defined herein.
• Section 9-23 to permit sales signage as depicted in the Proposed Signage Plan as defined herein.
Deviation from Subdivision Regulations:
• Section 7-203 reduce the minimum right-of-way width from 66 ft 60 ft
• Section 7-206 to increase the maximum block length from 1,500 to 2,100 linear ft.
• Section 7-203 to reduce the radius of horizontal curve from 154 to 90 linear ft.
B. Should any person, bring a cause of action (provided, however, that no party shall be required to indemnify any other party for attorneys' fees incurred regarding such cooperation) challenging the rezoning of the SUBJECT PROPERTY as provided in this Agreement, or the development of the SUBJECT PROPERTY as set forth herein,
or both of the foregoing, the Parties agree that they shall fully cooperate to defend such cause of action. Further, the Parties specifically agree that to the extent such defense proves unsuccessful, the VILLAGE shall take such legislative action as then may be lawfully required to cause the SUBJECT PROPERTY to be zoned for the purposes
herein contemplated.
ARTICLE IV PRELIMINARY DEVELOPMENT PLAN APPROVALS
A. As part of the approval of the special use for a planned unit development the VILLAGE shall approve a Preliminary Planned Unit Development Plan for the SUBJECT PROPERTY. The “Preliminary Planned Unit Development Plan” shall consist of the following documentation: i) Preliminary Planned Unit Development for Bronk Farm,
prepared by Cemcon, Ltd. and last revised on , a copy of which
is attached hereto as Exhibit A (the “PUD Plat”); ii) Preliminary Plat of Subdivision for Bronk Farm, prepared by Cemcon, Ltd. and last revised on , a copy of which is attached hereto as Exhibit B (the “Preliminary Plat of Subdivision”); iii) Preliminary Engineering Plan for Bronk Farm prepared by Cemcon, Ltd. and last
revised on , a copy of which is attached hereto as Exhibit C (the
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“Preliminary Engineering”); iv) Preliminary Landscape Plans for Bronk Farm,
prepared by Signature Design Group and last revised on , a copy of
which is attached hereto as Exhibit D (the “Preliminary Landscape Plan”); v) Bronk Farm Elevations, prepared by Pule Group and last revised on December 14, 2021 (the “Architectural Elevations”); and vi) Proposed Signage Plan, prepared by Pulte Group and last revised November 2, 2021 (the “Signage Plan”).
B. The Preliminary Planned Unit Development Plan shall satisfy the requirements for approval of a preliminary development plan under Section 9-46 of the Village Code. The Preliminary Planned Unit Development Plan shall entitle DEVELOPER with the right to develop the SUBJECT PROPERTY in substantial compliance with the
Preliminary Planned Unit Development Plan. The Village shall approve the “Final
Planned Unit Development Plan,” which shall consist of the same documents comprising the Preliminary Planned Unit Development Plan but with such additional details as is necessary and appropriate for a final version of such plan, provided that it is in substantial compliance with the Preliminary Planned Unit Development Plan and
DEVELOPER has obtained such other 3rd party governmental approvals as may be
required for the intended development of the SUBJECT PROPERTY. The DEVELOPER may rely on the Preliminary Development Plans to seek other 3rd party governmental approvals for the SUBJECT PROPERTY.
C. The PUD Plat depicts those lots that are designated as “Key Lots” and “Through Lots”.
The Key Lots and the Through Lots shall feature architectural and/or landscape enhancements as defined on page 157 of the Architectural Elevations approved as part of the Preliminary Planned Unit Development Plan. The construction of all homes on the SUBJECT PROPERTY shall comply with the Monotony Code Restrictions set
forth on page 158 of the Architectural Elevations approved as part of the Preliminary
Planned Unit Development Plan. D. The final plat of subdivision for the development of the SUBJECT PROPERTY may be presented to the VILLAGE in one or more phases as determined by the
DEVELOPER, and approval of such plats shall be in accordance with the VILLAGE’S
development procedures. Notwithstanding the foregoing, the DEVELOPER may concurrently present one or more plats for approval by the Village and, upon approval thereof, DEVELOPER shall have a period of five (5) years to record the approved plats. The Village shall not object to the proposed phasing of the final plats provided that the
first final plat includes the following: i) access to Van Dyke Road; ii) access to 127th
Street; iii) the HOA Amenity Center; iv) the central park space; and v) detention basins sufficient to accommodate both: a) stormwater detention volume necessary to accommodate the phase 1 improvements; and b) stormwater detention volume necessary to accommodate the King Crossing Stormwater Improvement. All final plats shall be recorded in the order stipulated in the title block (i.e. phase 1 then phase 2).
E. The Village shall not revoke or modify the approved planned unit development without the consent of the DEVELOPER until the earlier to occur of: i) such time as DEVELOPER, or any successor DEVELOPER, has completed initial construction of
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the homes as contemplated pursuant to the terms of this Agreement; or ii) for the term of this Agreement. Minor Changes and Major Changes, as defined under the terms of
the Village Code, shall not require amendment of this Agreement. Minor Changes, which shall be approved by Village staff, expressly includes modification of the Architectural Elevations as may be proposed by DEVELOPER to: i) add new floor plans or models with associated elevations; ii) to add new elevations to any floor plan or model in the Architectural Elevations; iii) amend or modify any floor plan or model
in the Architectural Elevations; and iv) to amend or modify any elevation in the Architectural Elevations, provided that the aforementioned changes are consistent with the established character in the Preliminary Planned Unit Development Plan.
ARTICLE V DEVELOPMENT IMPROVEMENTS A. DEVELOPER shall construct the improvements to the Subject Property as approved in the Final Planned Unit Development Plan. In approving the Final Planned Unit
Development Plan, the Village shall not require the DEVELOPER to include any oversized utilities, off-site utility extensions, roadway improvements, or other public improvements not generally depicted in the Preliminary Planned Unit Development Plan. B. DEVELOPER shall commence construction of the Park Improvements (hereinafter
defined) in the first phase of development, unless delayed pursuant to written agreement with the Plainfield Park District. Upon commencement of construction, DEVELOPER shall reasonably and diligently proceed toward completion of the Park Improvements subject to Force Majeure. The Village may withhold occupancy permits for homes in phase 2 of development if DEVELOPER has not substantially completed
the Park Improvements. C. DEVELOPER shall commence construction of the HOA Amenity Center in the first phase of the development, unless delayed pursuant to written agreement with Village staff. The HOA Amenity Center shall include a parking lot, clubhouse (consisting of locker rooms and small meeting space), and outdoor pool with associated amenity
spaces as generally depicted on the Preliminary Landscape Plan (the “HOA Amenity Center”). The Village staff shall administratively approve the final plat for the HOA Amenity Center provided that: i) it meets the minimum standards set forth in this Agreement; and ii) is generally consistent with the character set forth in the Preliminary Planned Unit Development Plan. Upon commencement of construction,
DEVELOPER shall reasonably and diligently proceed toward completion of the HOA Amenity Center subject to Force Majeure. The Village may withhold occupancy permits for homes in phase 2 of the development if DEVELOPER has not substantially completed the HOA Amenity Center. D. DEVELOPER shall, subject to the terms outlined in the Kings Crossing Stormwater
Improvement Letter attached hereto as Exhibit --, which specifically delineates the scope of improvements to be constructed by Developer (“Kings Crossing Stormwater Improvement”), commence construction of the Kings Crossing Stormwater Improvement in the first phase of the development. In the event that the Village and
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the Kings Crossing HOA have not resolved third party obligations and caused necessary and appropriate easements to be granted to Pulte (on terms reasonably
agreeable to Pulte) prior to April 31st, 2022, then Pulte may (at it’s election) delay construction of the Kings Crossing Stormwater improvements to the second phase of development. In the event that the Village and the Kings Crossing HOA have not resolved third party obligations and caused necessary and appropriate easements to be
granted to Pulte (on terms reasonably agreeable to Pulte) prior to June 1, 2023, then
Pulte shall be relieved of it’s obligation to construct the Kings Crossing Stormwater Improvement. Upon commencement of construction of the Kings Crossing Stormwater Improvement, DEVELOPER shall reasonably and diligently proceed toward completion of the Kings Crossing Stormwater Improvements within twelve
months, subject to Force Majeure.
ARTICLE VI DEVELOPMENT PROVISIONS
A. Covenants, Conditions and Restrictions. DEVELOPER shall cause to be recorded
against the SUBJECT PROPERTY, a Declaration of Covenants, Conditions and Restrictions to govern the use of the SUBJECT PROPERTY (the “Declaration”). The Declaration shall be recorded following the recordation of the Final Plat of Subdivision. The Declaration shall establish a “Homeowner’s Association” which shall be
responsible for enforcement of the terms of the Declaration. The Declaration shall
include the anti-monotony provision contained in the Architectural Elevations. The DEVELOPER shall convey all outlots and common areas, specifically including the HOA Amenity Center, to the Homeowner’s Association. The Homeowners Association shall own and maintain the outlots, common areas, and the HOA Amenity
Center for the collective benefit of the members of the Association. The Declaration
shall, among other things, require the Homeowner’s Association to provide for the perpetual maintenance of all common area improvements, all stormwater detention areas, on-site storm sewers, drainage ways, retention/detention facilities, subdivision signage, landscape enhancements, the HOA Amenity Center, and other components of
drainage for the improvements to the SUBJECT PROPERTY.
B. Early Grading. Prior to approval of any final plan or plat, the VILLAGE agrees to issue grading and storm sewer installation approvals for the SUBJECT PROPERTY upon proper and complete application therefor. Issuance of such permits is subject to
the following terms and conditions:
a. DEVELOPER shall proceed under this subsection at its own risk. In the event that any work performed pursuant to this subsection does not comply with final plan or plat approval (including final engineering plans and specifications) or the Village Code, DEVELOPER shall correct such work to come into
compliance. VILLAGE shall not be obligated to grant any relief for such non-
compliance. b. In order to begin outside agency review of the development of the SUBJECT PROPERTY, the DEVELOPER has requested that the VILLAGE execute permit applications for the IEPA. The VILLAGE shall execute such
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applications under the following conditions: i) such execution shall not be deemed to provide final approval of the plans being used for the permit
submittal and such plans may still be amended during the final review and approval by the VILLAGE; ii) in the event there are changes that are required to the plans, the DEVELOPER shall make such corrections and the VILLAGE shall not be obligated to grant any relief for non-compliance.
C. Permitting. Provided that DEVELOPER is not in default of this Agreement, the VILLAGE agrees that within twenty-one (21) days after receipt of a complete application for issuance of a building permit, it will either issue such building and other permits as may, from time to time, be requested by DEVELOPER, its successors and assigns, or issue a letter of denial within said period of time, informing the
DEVELOPER as to the specific deficiencies in the application for permits, plans or specifications. D. Foundation Only Permits. DEVELOPER may obtain foundation-only permits for up to ten (10) dwelling units once the Final Plat of Subdivision has been approved by the
VILLAGE Board, final engineering plans have been approved by the VILLAGE Engineer and surety has been posted in accordance with VILLAGE requirements. DEVELOPER acknowledges, however, that building permits shall not be issued by the VILLAGE, and no framing shall be started on dwelling units for which foundation-only permits have been issued (other than model homes in accordance herewith) until,
at a minimum, water mains and fire hydrants necessary to provide fire protection have been constructed, connected, tested and approved by the VILLAGE, and provision has been made for emergency vehicle access thereto on a roadway with a gravel base sufficient to support the weight of emergency vehicles, all in a manner acceptable to the Fire Protection District.
E. Construction Access. Access to the SUBJECT PROPERTY for the purposes of construction shall be limited to one or more of the access points located at: i) Hamilton Lane at Van Dyke Road; and/or ii) Vicarage Drive at 127th Street. Construction traffic
shall be expressly prohibited from utilizing Tipperay Lane from the west or Vicerage
Drive from the south as a means of ingress and egress to the SUBJECT PROPERTY. F. Models/Sales and Office Trailers. DEVELOPER shall have the right to construct model homes beginning after: i) Village approval of a final plat and prior to the
recording thereof; ii) construction of a gravel driveway to said models; and iii) the
posting of the necessary surety guaranteeing the public improvements. No model homes shall be used as a model home or sales office until a temporary certificate of occupancy is issued for such purpose by the VILLAGE’s Building Department. Two transportable modular trailer may be utilized for on-site construction offices provided
that the trailers have potable water and temporary sanitary facilities (i.e., holding tanks,
not septic fields), and up to four portable trailers may be utilized to store materials on-site (subject to approval as to their number and location by the VILLAGE Engineer).
G. Temporary Occupancy. The VILLAGE shall issue temporary or final occupancy
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certificates within two (2) business days of application therefor, or issue a letter of denial within said period informing DEVELOPER as to what corrections are
necessary as a condition to the issuance of a certificate and specifying the section of any applicable code relied upon by the VILLAGE in its request for correction. DEVELOPER’s inability, due to adverse weather conditions, to install driveways, service walks, sidewalks, stoops, landscaping and final grading, shall not delay the issuance of a temporary certificate of occupancy provided DEVELOPER delivers
security to the VILLAGE to assure the completion of said unfinished items. Once unfinished items have been completed and approved by the VILLAGE Engineer and Building Commissioner, the VILLAGE shall issue final occupancy certificates within the time prescribed herein and release the above described security.
H. Security. DEVELOPER may post security for Public Subdivision Improvements in phases as set forth on the final plats, or as may otherwise be agreed by the Parties, provided that DEVELOPER shall posts security prior to the commencement of work in each respective phase. The VILLAGE agrees to accept either (i) a cash deposit, (ii)
subdivision improvement bonds, or (iii) irrevocable letters of credit from a sound and
reputable bank in the Metropolitan Chicago area acceptable to the VILLAGE (the “Subdivision Security”) in amounts equal to one hundred ten percent (110%) of the cost or estimated cost of constructing the on-site Public Subdivision Improvements in each Phase.
I. Sidewalks and Parkway Trees. In lieu of the provisions contained in Section 17 of the Agreement, the VILLAGE may require the DEVELOPER to install sidewalks and parkway trees on any platted lot upon notice by the VILLAGE after a period of four
(4) years from the date of recording of the final plat which includes that lot. The
VILLAGE may also require installation of sidewalks and parkway trees on any platted lot that is consolidated with an adjacent lot. ARTICLE VII
CASH CONTRIBUTION; FEES AND DONATIONS
This Article VII sets forth comprehensively all of the fees, charges and costs that will be assessed by the VILLAGE associated with the proposed development of the SUBJECT PROPERTY and construction of single-family dwelling units as approved under the planned unit development, which fees shall not be modified without the written consent of the Parties.
No other fees aside from those outlined in this Agreement and as amended shall be applicable. The fees herein established shall be frozen for the term of this Agreement, after which time the fees shall be payable at the prevailing rate as set forth in VILLAGE ordinance. A. Park and School Donations. In lieu of the provisions contained in Section 4 of the Agreement, OWNER shall pay the following Park and School Donations: a. Park Impact Fee. Attached hereto as Exhibit G is a letter from the
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24
Plainfield Park District approving the proposed park site dedications and park site improvements as depicted on the Preliminary Development Plan and
indicating it will accept a hybrid land donation and cash donation, which shall be paid on a pro-rata basis at the time of building permit. b. School Impact Fee. Attached hereto as Exhibit H is a letter from District 202 indicating it will except cash (“School Impact Fee”) in lieu of land.
DEVELOPER shall pay to the School Impact Fee at the time of issuance of an
occupancy permit for each lot to be improved with a dwelling unit. The School Impact Fee shall be payable on the basis of: i) $499.00 for a two-bedroom home; ii) $2,807.00 for a three-bedroom home; iii) $3,490.00 for a four-bedroom home; or iv) $5,666.00 for a five-bedroom home. Village and
OWNER shall pay to the VILLAGE a “School Impact Fee” on a pro-rata
basis at the time of building permit based upon bedroom counts. c. School Facilities Impact Fee. The School Facilities Impact Fee is hereby waived. d. School Transition Fee. The School Transition Fee is hereby waived. e. Junior College Fee. The Junior College Fee is hereby waived.
B. Fire Protection District Donation. In lieu of the provisions contained in Section 5 of the Agreement, OWNER shall pay to the VILLAGE at time of issuance of a building permit for each dwelling unit to be constructed on the SUBJECT PROPERTY a Fire Protection District Donation of $100.00.
C. Library Impact Fee. In lieu of the provisions contained in Section 6 of the Agreement, OWNER shall pay to the VILLAGE a Library Impact fee at time of issuance of a building permit for each dwelling unit to be constructed on the SUBJECT PROPERTY. The Library Impact fee shall be payable on the basis of:
$360.00 for a two-bedroom home, $360.00 for a three-bedroom home, $472.00 for a four-bedroom home, or $472.00 for a five-bedroom home. D. Water and Sanitary Sewer Fees. Water and Sanitary Sewer fees for each dwelling shall be calculated based on the water service for the dwelling unit and shall be
payable at the issuance of a building permit for the dwelling units. The connection fees to the VILLAGE'S water supply system are as follows: Water Meter size (inches) Water Connection Fee 1 $3,305.00
1 ½ $3,810.00 2 $4,280.00 3 $4,775.00 4 $5,220.00 6 $6,230.00
a. The water and sanitary sewer fees shall be payable on the following schedule: i. Water Connection Fees: Will be paid at the time of building permit issuance.
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Sewer Connection Fees: Will be paid at the time of building permit issuance. E. SANITARY SEWER OVERSIZING IMPACT FEE. The VILLAGE hereby agrees that no oversizing or off-site improvements are required. F. RECAPTURE FEES. The DEVELOPER shall pay the following recapture fees
consistent with the provisions set forth in Section 10 of the Agreement: a. 127th Street and Van Dyke Road Improvements. Pursuant to the Grant of Easement Agreement, recorded as Document No R2007 062753 on April 23, 2007 (“Easement Agreement”), owner of the Bronk Property granted easements
to the Village necessary for the improvement of 127th Street and Van Dyke Road. In consideration of the rights provided to the Village in the Easement Agreement the Village agreed to cap owner’s liability for roadway improvement to 127th Street and Van Dyke Road at $1,000,000.00.
DEVELOPER shall pay to the Village, prior to the recordation of this
Agreement, the sum of $1,000,000.00 in satisfaction of the terms of the Easement Agreement and the Village hereby agrees to releases OWNER and DEVELOPER from responsibility for any roadway improvements not depicted in the Preliminary Planned Unit Development Plan, provided that the Parties
acknowledge that the roadway improvements therein specified are subject to
ultimate design and approval as part of the final engineering for the SUBJECT PROPERTY. The Village shall be solely and exclusively responsible for the remittance of any portion of said payment that may be due to third parties associated with improvements constructed by said parties.
b. Sanitary Sewer Oversizing. Pursuant to Village of Plainfield Resolution No.
1408, recorded as Document No. R2004 174067 (“Resolution 1408”), DEVELOPER shall pay to the Village, prior to the recordation of this Agreement, the sum of $171,369.00. The Village hereby agrees that payment of said sum shall satisfy the obligations of DEVELOPER under Resolution
1408 associated with the ownership and development of the Subject Property.
c. No Other Recapture Obligations. The Village hereby represents and warrants that the recapture obligations set forth in paragraphs “a” and “b” above are the sole and exclusive recapture obligations associated with the ownership and development of the SUBJECT PROPERTY and that the Village shall not
collect or demand payment under any other recapture or agreement.
G. Multi-Model Fee. The Multi-Modal Fee as set forth in Section 14 of the Agreement is hereby waived.
H. Annexation Fee. The Annexation Fee set forth in Section 11 of the Agreement is
hereby waived. I. Traffic Improvement Fee. In consideration of the Easement Agreement and the associated recapture payment, the Traffic Improvement Fee set forth in Section 12 of
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26
the Agreement is hereby waived. J. Municipal Facility Fee. The Municipal Facility Fee set forth in Section 13 of the Agreement is hereby waived. K. Building Permit Fees. DEVELOPER shall pay all Building Permit Fees according to the prevailing rates in the Village applicable at the time of the building permit
application. L. Other Fees. Section 20, “Miscellaneous Fees” is hereby stricken. No other fees aside from those outlined in this Agreement and as amended shall be applicable. In the event fees or donation requirements as set forth in the Agreement are reduced or
eliminated prior to fees or donations being paid by DEVELOPER, the DEVELOPER shall receive the benefit of said reduction/elimination. ARTICLE VIII
GENERAL PROVISIONS
A. Agricultural Use. The SUBJECT PROPERTY is currently utilized for agricultural purposes. The Parties hereby agree that notwithstanding the residential zoning and development contemplated by this Agreement, the SUBJECT PROPERTY, or portions of the SUBJECT PROPERTY, may be utilized for agricultural purposes for the term of this Agreement
B. Enforcement. This Amendment shall be enforceable in any court of competent jurisdiction by either party by an appropriate action at law or in equity to secure the performance of the covenants herein described.
C. Conflicts. Except for the provisions of this Amendment, all the terms, covenants and conditions of the Agreement shall remain in full force and effect, and are not otherwise altered, amended, revised or changed. VILLAGE and DEVELOPER confirm and ratify the Agreement and the actions taken pursuant to the Agreement, except to the extent expressly modified by this Amendment. In the event of any conflict between this Amendment and any other provision in the Agreement or the ordinances of the VILLAGE, the provisions of this Amendment shall prevail to the extent of any such conflict or inconsistency.
D. Amendments. An amendment to this Agreement shall not require the consent of all owners of any portion of the SUBJECT PROPERTY, but shall only require the consent of the owners of that portion of the SUBJECT PROPERTY for which the Agreement is being amended.
E. Invalidity and Severability. If any provision of this Amendment is held invalid, the VILLAGE shall immediately make a good faith effort to take such action as may be necessary to readopt or reaffirm this Amendment or any underlying resolution or ordinance in order to cure such invalidity. If after such actions by the VILLAGE provision of this Amendment is held invalid the VILLAGE shall take all such actions as may be necessary to provide DEVELOPER the practical benefits and realize the intent of this Amendment. Notwithstanding any determination that a specific section of this Amendment is invalid, the remainder of the Amendment shall remain
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in full force and effect.
F. Counterparts. This Amendment may be executed in counterparts, each of which shall be an original and all of which counterparts taken together shall constitute one and the same Agreement.
G. Moratorium on Construction. No moratorium on construction of new residential dwelling units in the VILLAGE shall be applicable to the SUBJECT PROPERTY for the term of this Agreement.
H. Force Majeure The failure of any Party to insist upon the strict and prompt performance of the terms, covenants, agreements and conditions herein contained, or any of them, upon any other Party imposed, shall not constitute or be construed as a waiver or relinquishment of any Party’s rights thereafter to enforce such term, covenant, agreement or condition, but the same shall continue in full force and effect. If the performance of any covenant to be performed under this Agreement by any Party is delayed as a result of circumstances which are beyond the reasonable control of such Party (by including but not limited to, labor disputes, unusual delay in transportation, adverse weather conditions, material or labor shortages, work stoppages, riot, unavoidable casualties, delays caused by the failure to timely obtain inspections, permits or other approvals from an applicable governing body, government order or moratorium, natural disaster, the elements, pandemic or endemic or other acts of God), the time for such performance shall be extended by the amount of time of such delay.
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SIGNATURE PAGE TO AMENDMENT TO ANNEXATION AGREEMENT
VILLAGE OF PLAINFIELD, an Illinois municipal corporation
By: President Attest
By: Village Clerk
-
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29
DEVELOPER Pulte Home Company, LLC, a Michigan limited liability company
By: __________________________________ Its: STATE OF ILLINOIS )
) SS.
COUNTY OF )
I, the undersigned, a Notary Public in and for the County and State aforesaid, DO
HEREBY CERTIFY THAT , personally known to me to be the same person
whose name is subscribed to the foregoing document, appeared before me this day in person and
acknowledged to me that, as the of Pulte Home Company, LLC, a
Michigan limited liability company, he was duly authorized and signed and delivered the
foregoing document as his free and voluntary act by and on behalf of Pulte Home Company, LLC
for the uses and purpose therein set forth.
Given under my hand and Notarial Seal as of this _____ day of ________, 20 .
____________________________________________
Notary Public
My Commission expires: _________________________
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EXHIBIT LIST: EXHIBIT A Preliminary Development Plan EXHIBIT B Preliminary Subdivision Plat EXHIBIT C Preliminary Engineering EXHIBIT D Preliminary Landscape Plan EXHIBIT E Park District Letter EXHIBIT F School District Letter EXHIBIT G Product Inspiration
182
183
Confidential and Proprietary
Bronk Farm -Elevations
December 14, 2021
184
Confidential and Proprietary
Product Matrix
2 185
Confidential and Proprietary
Townes –Front, Side and Rear Elevations
3 186
Confidential and Proprietary
Townes –Front Elevation
4 187
Confidential and Proprietary
Townes –Front Elevation
5 188
Confidential and Proprietary
Townes –Side and Rear Elevation-1
6 189
Confidential and Proprietary
Townes –Side and Rear Elevation-2
7 190
Confidential and Proprietary
Townes –Side and Rear Elevation-3
8 191
Confidential and Proprietary
Townes –Side and Rear Elevation-4
9 192
Confidential and Proprietary
Townes –Side and Rear Elevation-5
10 193
Confidential and Proprietary
Townes –Side and Rear Elevation-6
11 194
Confidential and Proprietary
Meadows –Front, Side and Rear Elevations
12 195
Confidential and Proprietary
Meadows -Abbeyville
13
Elev 7
196
Confidential and Proprietary
Meadows -Abbeyville
14
Elev 7
197
Confidential and Proprietary
Meadows -Abbeyville
15
Elev 11
198
Confidential and Proprietary
Meadows -Abbeyville
16
Elev 11
199
Confidential and Proprietary
Meadows -Abbeyville
17
EC2G
200
Confidential and Proprietary
Meadows -Abbeyville
18
EC2G
201
Confidential and Proprietary
Meadows -Abbeyville
19
Elev 15
202
Confidential and Proprietary
Meadows -Abbeyville
20
Elev 15
203
Confidential and Proprietary
Meadows -Abbeyville
21
Elev 17
204
Confidential and Proprietary
Meadows -Abbeyville
22
Elev 17
205
Confidential and Proprietary
Meadows -Abbeyville
23
HR2J
206
Confidential and Proprietary
Meadows -Abbeyville
24
HR2J
207
Confidential and Proprietary
Meadows -Newberry
25
HR2G
208
Confidential and Proprietary
Meadows -Newberry
26
HR2G
209
Confidential and Proprietary
Meadows -Newberry
27
HR2H
210
Confidential and Proprietary
Meadows -Newberry
28
HR2H
211
Confidential and Proprietary
Meadows -Newberry
29
CR2G
212
Confidential and Proprietary
Meadows -Newberry
30
CR2G
213
Confidential and Proprietary
Meadows -Newberry
31
NC2G
214
Confidential and Proprietary
Meadows -Newberry
32
NC2G
215
Confidential and Proprietary
Meadows -Newberry
33
HR3S
216
Confidential and Proprietary
Meadows -Newberry
34
HR3S
217
Confidential and Proprietary
Meadows -Newberry
35
EC2G
218
Confidential and Proprietary
Meadows -Newberry
36
EC2G
219
Confidential and Proprietary
Meadows -Newberry
37
HR3T
220
Confidential and Proprietary
Meadows -Newberry
38
HR3T
221
Confidential and Proprietary
Meadows -Mercer
39
HR2G
222
Confidential and Proprietary
Meadows -Mercer
40
HR2G
223
Confidential and Proprietary
Meadows -Mercer
41
HR2H
224
Confidential and Proprietary
Meadows -Mercer
42
HR2H
225
Confidential and Proprietary
Meadows -Mercer
43
CR2G
226
Confidential and Proprietary
Meadows -Mercer
44
CR2G
227
Confidential and Proprietary
Meadows -Mercer
45
NC2G
228
Confidential and Proprietary
Meadows -Mercer
46
NC2G
229
Confidential and Proprietary
Meadows -Mercer
47
EC2G
230
Confidential and Proprietary
Meadows -Mercer
48
EC2G
231
Confidential and Proprietary
Meadows -Mercer
49
HR3S
232
Confidential and Proprietary
Meadows -Mercer
50
HR3S
233
Confidential and Proprietary
Meadows -Mercer
51
HR3T
234
Confidential and Proprietary
Meadows -Mercer
52
HR3T
235
Confidential and Proprietary
Meadows -Continental
53
HR2G
236
Confidential and Proprietary
Meadows -Continental
54
HR2G
237
Confidential and Proprietary
Meadows -Continental
55
HR2H
238
Confidential and Proprietary
Meadows -Continental
56
HR2H
239
Confidential and Proprietary
Meadows -Continental
57
CR2G
240
Confidential and Proprietary
Meadows -Continental
58
CR2G
241
Confidential and Proprietary
Meadows -Continental
59
EC2G
242
Confidential and Proprietary
Meadows -Continental
60
EC2G
243
Confidential and Proprietary
Meadows -Continental
61
NC2G
244
Confidential and Proprietary
Meadows -Continental
62
NC2G
245
Confidential and Proprietary
Meadows -Continental
63
HR3S
246
Confidential and Proprietary
Meadows -Continental
64
HR3S
247
Confidential and Proprietary
Meadows -Continental
65
HR3T
248
Confidential and Proprietary
Meadows -Continental
66
HR3T
249
Confidential and Proprietary
Estates –Front, Side and Rear Elevations
67 250
Confidential and Proprietary
Estates -Hilltop
68
HR2G
251
Confidential and Proprietary
Estates -Hilltop
69
HR2G
252
Confidential and Proprietary
Estates -Hilltop
70
HR2H
253
Confidential and Proprietary
Estates -Hilltop
71
HR2H
254
Confidential and Proprietary
Estates -Hilltop
72
HR3M
255
Confidential and Proprietary
Estates -Hilltop
73
HR3M
256
Confidential and Proprietary
Estates -Hilltop
74
NC2G
257
Confidential and Proprietary
Estates -Hilltop
75
NC2G
258
Confidential and Proprietary
Estates -Hilltop
76
EC2H
259
Confidential and Proprietary
Estates -Hilltop
77
EC2H
260
Confidential and Proprietary
Estates -Hilltop
78
HR3S
261
Confidential and Proprietary
Estates -Hilltop
79
HR3S
262
Confidential and Proprietary
Estates -Riverton
80
HR1A
263
Confidential and Proprietary
Estates -Riverton
81
HR1A
264
Confidential and Proprietary
Estates -Riverton
82
HR3T HR2M
265
Confidential and Proprietary
Estates -Riverton
83
HR2M
266
Confidential and Proprietary
Estates -Riverton
84
HR3T HR2G
267
Confidential and Proprietary
Estates -Riverton
85
HR3T HR2G
268
Confidential and Proprietary
Estates -Riverton
86
HR3T EC2H
269
Confidential and Proprietary
Estates -Riverton
87
HR3T EC2H
270
Confidential and Proprietary
Estates -Riverton
88
HR3T HR3M
271
Confidential and Proprietary
Estates -Riverton
89
HR3T HR3M
272
Confidential and Proprietary
Estates -Riverton
90
HR3T NC2G
273
Confidential and Proprietary
Estates -Riverton
91
HR3T NC2G
274
Confidential and Proprietary
Estates -Westchester
92
HR2G
275
Confidential and Proprietary
Estates -Westchester
93
HR2G
276
Confidential and Proprietary
Estates -Westchester
94
HR2M
277
Confidential and Proprietary
Estates -Westchester
95
HR2M
278
Confidential and Proprietary
Estates -Westchester
96
HR3S
279
Confidential and Proprietary
Estates -Westchester
97
HR3S
280
Confidential and Proprietary
Estates -Westchester
98
EC2H
281
Confidential and Proprietary
Estates -Westchester
99
EC2H
282
Confidential and Proprietary
Estates -Westchester
100
NC2G
283
Confidential and Proprietary
Estates -Westchester
101
NC2G
284
Confidential and Proprietary
Estates -Westchester
102
HR3T
285
Confidential and Proprietary
Estates -Westchester
103
HR3T
286
Confidential and Proprietary
Estates -Woodside
104
HR2A
287
Confidential and Proprietary
Estates -Woodside
105
HR2A
288
Confidential and Proprietary
Estates -Woodside
106
EC2G
289
Confidential and Proprietary
Estates -Woodside
107
EC2G
290
Confidential and Proprietary
Estates -Woodside
108
CR2H
291
Confidential and Proprietary
Estates -Woodside
109
CR2H
292
Confidential and Proprietary
Estates -Woodside
110
HR2T
293
Confidential and Proprietary
Estates -Woodside
111
HR2T
294
Confidential and Proprietary
Estates -Woodside
112
NC2G
295
Confidential and Proprietary
Estates -Woodside
113
NC2G
296
Confidential and Proprietary
Estates -Willwood
114
HR2G
297
Confidential and Proprietary
Estates -Willwood
115
HR2G
298
Confidential and Proprietary
Estates -Willwood
116
HR2T
299
Confidential and Proprietary
Estates -Willwood
117
HR2T
300
Confidential and Proprietary
Estates -Willwood
118
HR2B
301
Confidential and Proprietary
Estates -Willwood
119
HR2B
302
Confidential and Proprietary
Estates -Willwood
120
CT2M
303
Confidential and Proprietary
Estates -Willwood
121
CT2M
304
Confidential and Proprietary
Estates -Willwood
122
NC2G
305
Confidential and Proprietary
Estates -Willwood
123
NC2G
306
Confidential and Proprietary
Reserve –Front, Side and Rear Elevations
124 307
Confidential and Proprietary
Reserves –Maple Valley
125
HR2G
308
Confidential and Proprietary
Reserves –Maple Valley
126
HR2G
309
Confidential and Proprietary
Reserves –Maple Valley
127
HR2U
310
Confidential and Proprietary
Reserves –Maple Valley
128
HR2U
311
Confidential and Proprietary
Reserves –Maple Valley
129
CR2G
312
Confidential and Proprietary
Reserves –Maple Valley
130
CR2G
313
Confidential and Proprietary
Reserves –Maple Valley
131
NC2G
314
Confidential and Proprietary
Reserves –Maple Valley
132
NC2G
315
Confidential and Proprietary
Reserves –Melrose
133
HR2M
316
Confidential and Proprietary
Reserves –Melrose
134
HR2M
317
Confidential and Proprietary
Reserves –Melrose
135
NC2G
318
Confidential and Proprietary
Reserves –Melrose
136
NC2G
319
Confidential and Proprietary
Reserves –Melrose
137
CR2N
320
Confidential and Proprietary
Reserves –Melrose
138
CR2N
321
Confidential and Proprietary
Reserves –Melrose
139
HR2T
322
Confidential and Proprietary
Reserves –Melrose
140
HR2T
323
Confidential and Proprietary
Reserves -Castleton
141
HR2G
324
Confidential and Proprietary
Reserves -Castleton
142
HR2G
325
Confidential and Proprietary
Reserves -Castleton
143
CR2M
326
Confidential and Proprietary
Reserves -Castleton
144
CR2M
327
Confidential and Proprietary
Reserves -Castleton
145
NC2G
328
Confidential and Proprietary
Reserves -Castleton
146
NC2G
329
Confidential and Proprietary
Reserves -Castleton
147
HR2T
330
Confidential and Proprietary
Reserves -Castleton
148
HR2T
331
Confidential and Proprietary
Reserves –Deer Valley
149
HR2T
332
Confidential and Proprietary
Reserves –Deer Valley
150
HR2T
333
Confidential and Proprietary
Reserves –Deer Valley
151
CR3G
334
Confidential and Proprietary
Reserves –Deer Valley
152
CR3G
335
Confidential and Proprietary
Reserves –Deer Valley
153
NC2G
336
Confidential and Proprietary
Reserves –Deer Valley
154
NC2G
337
Confidential and Proprietary
Reserves –Deer Valley
155
HR2S
338
Confidential and Proprietary
Reserves –Deer Valley
156
HR2S
339
Confidential and Proprietary
Architectural Enhancements
157
Key Lots:
1.Window Treatment Upgrades matching the Front
Elevation for key side windows (i.e., Shutters, Trim or
Grids)
2.Optional Windows as depicted herein on key side
shall be made standard.
3.Upgraded Landscape package will feature and frame
the front elevations and soften the exposed corner
sideyard elevations.
4.Key Lots will have a masonry wainscot on the key
side, except that no masonry is required for optional
rear structural upgrades (Sunroom, etc.) when
setback from key side building plane.
5.Garage-hand restricted on key side (except for
Reserves)
Through Lots:
1.The Northern Through Lots will be buffered from 127th
Street by a 50 ft. wide outlot that will be bermed 3 ft. The
berm will be heavily landscaped with a combination of
evergreen, ornamental and canopy trees supplemented
with shrub masses and flowering perennial accents.
2.The Eastern Through Lots are setback a minimum of 44
ft from Van Dyke Street, separated by a naturalized
detention basin and will be buffered with a double-layer
of landscape screening. The first layer will be along Van
Dyke Street as part of our perimeter buffering of the
project. The second layer will be at the rear of each lot
and will be landscaped with a combination of evergreen
and ornamental trees, with layered canopy trees, shrubs
and flowering perennials.
3.Window Treatment Upgrades matching the Front
Elevation for rear windows (i.e., Shutters, Trim or Grids)
4.Through Lots will have 360-degree masonry wainscot.
5.Through Lots will have rear elevation articulation.
All Homesites shall feature:
1.Architectural Shingles
2.12” Roof Overhang (rake) on all four sides
3.Corner boards on all four sides
4.Garage Door Upgrade to include top row of windows
to be available as an option.
5.Rear and Side elevation windows to have Window
Grids that match the chosen front elevation
* In the event that the following renderings differ from the above list, the above list shall govern.
* Key and Through Lots are designated on the approved Preliminary PUD Plat
340
Confidential and Proprietary
Monotony Code Restrictions
158
I.Single Family Detached Communities
a.The following criteria apply to homes on straight
or curved streets, cul-de-sacs and corner lots.
1.No house shall have the same configuration that is
within one (1) house on either side or on any of the
three houses most directly across the street from the
subject house.
2.No house shall have the same color package that is
within one (1) house on either side or on any house
directly across the street from the subject house.
II.Definitions
a.Configuration –a combination of product type,
elevation, exterior fenestration (siding or stone), and/or color package.
b.Color Package –a combination of siding, stone,
trim / gutter, accent and roof colors incorporated
into the exterior color fenestration of a single
house.
341
Traffic Impact Study
Bronk Parcel Residential Development
Plainfield, Illinois
Prepared For:
December 1, 2021
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Bronk Parcel Residential Development
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1. Introduction
This report summarizes the methodologies, results, and findings of a traffic impact study
conducted by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) for the proposed residential
development to be located in the Bronk Parcel in the southwest quadrant of the intersection of
127th Street with Van Dyke Road. As proposed, the site will be developed with a residential
subdivision containing approximately 450 residential units consisting of 332 single family lots and
118 townhomes. Access to the site will be provided via two full movement access roads with one
off 127th Street and one off Van Dyke Road. Additional access will be provided via connections
to the existing street stubs at Tipperary Lane and Vicarage Drive.
The purpose of this study was to examine background traffic conditions, assess the impact that the
proposed development will have on traffic conditions in the area, and determine if any roadway or
access improvements are necessary to accommodate traffic generated by the proposed
development.
Figure 1 shows the location of the site in relation to the area roadway system. Figure 2 shows
an aerial view of the site.
The sections of this report present the following:
• Existing roadway conditions
• A description of the proposed development
• Directional distribution of the development traffic
• Vehicle trip generation for the development
• Future traffic conditions including access to the development
• Traffic analyses for the weekday morning and weekday evening peak hours
• Recommendations with respect to adequacy of the site access and adjacent roadway system
Traffic capacity analyses were conducted for the weekday morning and weekday evening peak
hours for the following conditions:
1. Existing Conditions - Analyzes the capacity of the existing roadway system using existing
peak hour traffic volumes in the surrounding area.
2. Future Conditions – Analyzes the projected traffic volumes which includes the existing
traffic volumes increased by an ambient area growth factor (growth not attributable to any
particular development) and the traffic estimated to be generated by the proposed subject
development.
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Site Location Figure 1
F
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Plainfield, Illinois 3
Aerial View of Site Figure 2
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2. Existing Conditions
Existing transportation conditions in the vicinity of the site were documented in order to obtain a
database for projecting future conditions. The following provides a description of the geographical
location of the site, physical characteristics of the area roadway system including lane usage and
traffic control devices and existing peak hour traffic volumes.
Site Location
The site is located in the southwest quadrant of the intersection of 127th Street with Van Dyke
Road in Plainfield, Illinois. Land uses in the vicinity of the site are primarily residential with Eagle
Pointe Elementary School located to the south and Edward Elmhurst Health Plainfield Emergency
Center located to the north.
Existing Roadway System Characteristics
The characteristics of the existing roadways near the development are described below. Figure 3
illustrates the existing roadway characteristics.
127th Street is an east-west major collector roadway that generally provides one eastbound lane
and two westbound lanes along the site’s frontage. At its signalized intersection with Van Dyke
Road, 127th Street provides an exclusive left-turn lane, a through lane, and an exclusive right-turn
lane on the eastbound approach and an exclusive left-turn lane and a combined through/right-turn
lane on the westbound approach. At its unsignalized intersection with Edward Elmhurst access
drive, 127th Street provides an exclusive left-turn lane and a through lane on the eastbound
approach and a through lane and a combined through/right-turn lane on the westbound approach.
At its signalized intersection with 248th Avenue, 127th Street provides an exclusive left-turn lane
and a through lane on the eastbound approach and a through lane and an exclusive right-turn lane
on the westbound approach. The west leg of the intersection provides a high-visibility crosswalk.
At its unsignalized intersection with Waterford Boulevard, 127th Street provides a combined
through/right-turn lane on the eastbound approach and an exclusive left-turn lane and a through
lane on the westbound approach. At its signalized intersection with U.S. Route 30, 127th Street
provides an exclusive left-turn lane and a combined through/right-turn lane on both approaches.
From 248th Avenue to approximately 700 feet east of U.S. Route 30 and east of Van Dyke Road,
127th Street is under the jurisdiction of the Village of Plainfield. The remainder of the road within
the study area is under the jurisdiction of Wheatland Township. 127th Street carries an annual
average daily traffic (AADT) volume of 8,600 vehicles (Illinois Department of Transportation
[IDOT] 2019) west of U.S. Route 30 and 14,100 vehicles (IDOT 2019) east of Van Dyke Road.
127th Street has a posted speed limit of 45 miles per hour west of 248th Avenue, 40 miles per hour
between 248th Avenue and Van Dyke Road, and 35 miles per hour east of Van Dyke Road.
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248TH AVENUE
127TH STREET @
PLAINFIELD, ILLINOIS
DEVELOPMENT
RESIDENTIAL
BRONK PARCEL DRIVEVICARAGELEGEND
- TRAVEL LANE
- TRAFFIC SIGNAL
- STOP SIGN
- SPEED LIMITXX
- HIGH VISIBILITY CROSSWALK
- STANDARD CROSSWALK
- HIGH VISIBILITY CROSSWALK
- SCHOOL SPEED LIMIT SIGN20
SCHOOL
EXISTING ROADWAY CHARACTERISTICS
45
45
55
55
25
40
45
45
40
35
45
45
45
25
45
25
25
45
45
35
45
3535
25
35
25
35
55
50
20
SCHOOL
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U.S. Route 30 is a north-south other principal arterial roadway that in the vicinity of the site
provides one travel lane in each direction. At its signalized intersection with 127th Street, U.S.
Route 30 provides an exclusive left-turn lane, a through lane, and an exclusive right-turn lane on
the northbound approach. On the southbound approach, U.S. Route 30 provides an exclusive left-
turn lane and a combined through/right-turn lane. At its signalized intersection with 135th Street,
U.S. Route 30 provides an exclusive left-turn lane and a combined through/right-turn lane on the
northbound and southbound approaches with a high-visibility crosswalk provided on the south leg.
Within the study area, U.S. Route 30 closely parallels the Canadian National Railway right-of-
way, with its intersection with 127th Street being less than 150 feet from a railroad crossing. U.S.
Route 30 carries an AADT volume of 20,000 vehicles (IDOT 2019) north of 135th Street and
14,900 vehicles (IDOT 2019) south of 135th Street. U.S. Route 30 is under the jurisdiction of IDOT
and has a posted speed limit of 55 miles per hour north of 135th Street and 50 miles per hour south
of 135th Street.
135th Street is an east-west minor arterial roadway that in the vicinity of the site generally provides
one lane in each direction. At its signalized intersections with Van Dyke Road and U.S. Route 30,
135th Street provides an exclusive left-turn lane and a combined through/right-turn lane on the
eastbound and westbound approaches. At its unsignalized intersection with Vicarage Drive, 135th
Street provides an exclusive left-turn lane and a combined through/right-turn lane on both
approaches. 135th Street carries an AADT volume of 10,000 vehicles west of U.S. Route 30 and
13,500 vehicles (IDOT 2019) east of Van Dyke Road. 135th Street is under the jurisdiction of the
Village of Plainfield and has a posted speed limit of 35 miles per hour. West of U.S. Route 30,
135th Street has a posted school speed limit of 20 miles per hour on school days when children are
present.
Van Dyke Road is a north-south major collector roadway that in the vicinity of the site provides
two travel lanes in each direction. At its signalized intersection with 127th Street, Van Dyke Road
provides an exclusive left-turn lane, a through lane, and a combined through/right-turn lane on
both approaches. At its unsignalized intersection with Hamilton Lane and Norwood Drive, Van
Dyke Road provides an exclusive left-turn lane, a through lane, and a combined through/right-turn
lane on both approaches. At its signalized intersection with 135th Street, Van Dyke Road provides
an exclusive left-turn lane, a through lane, and a combined through/right-turn lane on the
southbound approach and an exclusive left-turn lane and a combined through/right-turn lane on
the northbound approach. Van Dyke Road is primarily under the jurisdiction of the Village of
Plainfield. However, there is an approximately 670-foot segment north of Norwood Drive that is
under the jurisdiction of Wheatland Township. Van Dyke Road carries an AADT volume that
ranges between 5,550 vehicles and 9,250 vehicles (IDOT 2019). Van Dyke Road has a posted
speed limit of 45 miles per hour.
Edward Elmhurst Health Access Drive is a north-south private roadway that in the vicinity of the
site provides one travel lane in each direction separated by a landscaped median. At its
unsignalized intersection with 127th Street, Edward Elmhurst Health access drive provides an
exclusive left-turn lane and an exclusive right-turn lane on the southbound approach.
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Hamilton Lane is an east-west local roadway that in the vicinity of the site provides one travel lane
in each direction separated by a landscaped median. At its unsignalized intersection with Van Dyke
Road, Hamilton Lane provides an exclusive left-turn lane and an exclusive right-turn lane that are
under stop sign control on the westbound approach. Hamilton Lane is under the jurisdiction of the
Village of Plainfield and has a posted speed limit of 25 miles per hour.
Waterford Boulevard is a north-south local roadway that in the vicinity of the site provides one
travel lane in each direction separated by a landscaped median. At its unsignalized intersection
with 127th Street, Waterford Boulevard provides an exclusive left-turn lane and an exclusive right-
turn lane that are under stop sign control on the northbound approach. Waterford Boulevard is
under the jurisdiction of the Village of Plainfield and has a posted speed limit of 25 miles per hour.
248th Avenue is a north-south local roadway that in the vicinity of the site provides one travel lane
in each direction. At its signalized intersection with 127th Street, 248th Avenue provides on the
southbound approach an exclusive left-turn lane and an exclusive right-turn lane. 248th Street is
under the jurisdiction of the Village of Plainfield and has a posted speed limit of 45 miles per hour.
Norwood Drive is an east-west local roadway that in the vicinity of the site provides one travel
lane in each direction. At its unsignalized intersection with Van Dyke Road, Norwood Drive
provides a combined left-turn/through/right-turn lane on the eastbound and westbound approaches
that are stop sign controlled. Norwood Drive is under the jurisdiction of the Village of Plainfield
and has a posted speed limit of 25 miles per hour.
Vicarage Drive is a north-south local roadway that in the vicinity of the site provides one travel
lane in each direction. At its unsignalized intersection with 135th Street, Vicarage Drive provides
a combined left-turn/through/right-turn lane on the southbound approach. On the northbound
approach, a combined left-turn/through lane and an exclusive right-turn lane are provided.
Vicarage Drive is under the jurisdiction of the Village of Plainfield and has a posted speed limit
of 25 miles per hour.
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Existing Traffic Volumes
In order to determine current traffic conditions in the vicinity of the site, KLOA, Inc. utilized
peak period traffic counts that were conducted on Tuesday, September 21, 2021, during the
weekday morning (7:00 A.M. to 9:00 A.M.) and weekday evening (4:00 P.M. to 6:00 P.M.) peak
periods at the following intersections:
• 127th Street with Van Dyke Road
• 127th Street with Edward Elmhurst Health Access Drive
• 127th Street with 248th Avenue
• 127th Street with Waterford Boulevard
• 127th Street with U.S. Route 30
• Van Dyke Road with Hamilton Lane
• Van Dyke Road with Norwood Drive
• Van Dyke Road with 135th Street
• 135th Street with Vicarage Drive
• 135th Street with U.S. Route 30
The results of the traffic counts showed that the weekday morning peak hour of traffic occurs from
7:30 A.M. to 8:30 A.M. and the weekday evening peak hour of traffic occurs from 5:00 P.M. to
6:00 P.M. Copies of the traffic count summary sheets are included in the Appendix. Due to the
ongoing pandemic and in order to accurately represent Year 2021 normal traffic conditions, the
collected traffic volumes were compared with IDOT’s 2019 hourly traffic count at various
segments. Based on this comparison, the morning peak hour volumes were approximately 12.5
percent lower while the evening peak hour volumes were approximately 10 percent higher. As
such, the morning peak hour volumes were increased by 15 percent and the evening peak hour
volumes were left unchanged. Figure 4 illustrates the existing traffic volumes.
Crash Analysis
KLOA, Inc. obtained crash data1 from IDOT for the most recent available five years (2016 to
2020) for the intersections of 127th Street with Van Dyke Road, 127th Street with Edward Elmhurst
Heath Access Drive, 127th Street with Waterford Boulevard, 127th Street with U.S. Route 30, Van
Dyke Road with Hamilton Lane, Van Dyke Road with Norwood Drive, Van Dyke Road with 135th
Street, 135th Street with Vicarage Drive, and 135th Street with U.S. Route 30. The crash data for
the intersections is summarized in Tables 1 through 10. A review of the crash data indicated that
no fatalities were reported at these intersections.
1 IDOT DISCLAIMER: The motor vehicle crash data referenced herein was provided by the Illinois Department of Transportation.
Any conclusions drawn from analysis of the aforementioned data are the sole responsibility of the data recipient(s). Additionally,
for coding years 2015 to present, the Bureau of Data Collection uses the exact latitude/longitude supplied by the investigating law
enforcement agency to locate crashes. Therefore, location data may vary in previous years since data prior to 2015 was physically
located by bureau personnel.
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248TH AVENUE
127TH STREET @
VICARAGE DRIVE
135TH STREET @
LEGEND
00
(00)
- AM PEAK HOUR (7:30-8:30 AM)
- PM PEAK HOUR (5:00-6:00 PM)
PLAINFIELD, ILLINOIS
DEVELOPMENT
RESIDENTIAL
BRONK PARCEL DRIVEVICARAGEYEAR 2021 BASE TRAFFIC VOLUMES
23 (53)
4
7 (9
5)83 (86)
49 (153)
5 (11)
396 (284)
1 (8)
3
4
2 (4
1
6)203 (467)
599 (477)
2 (12)
422 (363)
118 (196)
259 (499)151 (224)220 (151)97 (242)37 (50)
75 (168)
67 (158)
75 (44)
340 (534)
392 (428)
59 (44)
55 (95)
90 (182)
153 (458)
294 (256)
128 (126)
14 (29)
29 (36)
281 (699)
7 (23)
428 (396)
5 (4)
55 (96)
49 (98)
14 (30)
76 (52)
240 (595)
349 (350)
85 (34)
67 (15)
361 (649)
506 (572)
21 (29)
14 (12)
22 (15)
55 (44)
9 (9)
3 (14)
2 (5)
9 (20)
330 (697)
26 (44)15 (47)339 (501)64 (74)79 (133)434 (344)124 (91)22 (24)0 (0)46 (14)5 (6)15 (22)0 (0)22 (39)262 (251)78 (74)56 (89)120 (326)40 (117)20 (16)376 (343)6 (11)8 (17)182 (494)68 (73)446 (394)7 (8)244 (572)13 (25)78 (99)266 (187)123 (137)52 (77)115 (271)28 (50)16 (46)28 (58)5 (9)43 (37)3
8
5 (3
3
9
)
1
5
8 (1
1
0
)
1 (2
8)
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Table 1
127TH STREET WITH VAN DYKE ROAD – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 2 0 0 2 0 1 0 5
2017 2 1 0 5 1 4 0 13
2018 3 0 0 6 0 4 2 15
2019 1 0 0 2 0 2 0 5
2020 1 0 1 0 1 0 0 3
Total 9 1 1 15 2 11 2 41
Average 1.8 <1.0 <1.0 3.0 <1.0 2.2 <1.0 8.2
Table 2
127TH STREET WITH EDWARD ELMHURST HEALTH ACCESS DRIVE - CRASH
SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 0 0 0 0 0
2017 0 0 0 1 0 0 0 1
2018 0 0 0 0 0 0 0 0
2019 0 0 1 0 0 0 0 1
2020 0 0 0 0 0 0 0 0
Total 0 0 1 1 0 0 0 2
Average 0.0 0.0 <1.0 <1.0 0.0 0.0 0.0 <1.0
Table 3
127TH STREET WITH 248th AVENUE – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 2 0 1 0 3
2017 0 0 0 2 0 2 0 4
2018 0 0 1 3 0 1 0 5
2019 0 0 1 2 0 1 0 4
2020 0 0 0 1 0 0 0 1
Total 0 0 2 10 0 5 0 17
Average 0.0 0.0 <1.0 2.0 0.0 1.0 0.0 3.4
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Table 4
127TH STREET WITH WATERFORD BOULEVARD – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 4 1 0 0 5
2017 0 0 0 3 1 0 0 4
2018 0 0 0 5 0 0 0 5
2019 0 0 0 3 0 0 0 3
2020 0 0 0 3 0 0 0 3
Total 0 0 0 18 2 0 0 20
Average 0.0 0.0 0.0 3.6 <1.0 0.0 0.0 4.0
Table 5
127TH STREET WITH U.S. ROUTE 30 – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 9 0 0 0 9
2017 1 0 0 9 0 1 0 11
2018 1 0 1 11 0 2 0 15
2019 1 0 0 6 2 1 0 10
2020 1 0 1 7 0 0 0 9
Total 4 0 2 42 2 5 0 54
Average <1.0 0.0 <1.0 8.4 <1.0 1.0 0.0 10.8
Table 6
VAN DYKE ROAD WITH HAMILTON LANE – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 0 0 0 0 0
2017 0 0 0 0 0 0 0 0
2018 0 0 0 0 0 0 0 0
2019 0 0 0 0 0 0 0 0
2020 0 0 0 0 0 0 0 0
Total 0 0 0 0 0 0 0 0
Average 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
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Table 7
VAN DYKE ROAD WITH NORWOOD DRIVE– CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 1 0 0 1 2
2017 0 0 0 1 0 0 0 1
2018 0 0 0 0 1 2 0 3
2019 0 0 1 0 0 0 0 1
2020 0 0 1 0 0 0 0 1
Total 0 0 2 2 1 2 1 8
Average 0.0 0.0 <1.0 <1.0 <1.0 <1.0 <1.0 1.6
Table 8
VAN DYKE ROAD WITH 135TH STREET – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 1 8 0 0 0 9
2017 0 0 1 12 0 4 1 18
2018 2 0 1 5 0 3 1 12
2019 0 0 1 8 0 0 0 9
2020 0 0 1 0 0 0 0 1
Total 2 0 5 33 0 7 2 49
Average <1.0 0.0 1.0 6.6 0.0 1.4 <1.0 9.8
Table 9
135TH STREET WITH VICARAGE DRIVE – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 0 1 0 0 0 1
2017 0 0 0 1 0 0 0 1
2018 0 0 0 2 0 0 0 2
2019 1 0 0 1 0 0 1 3
2020 0 0 0 2 0 0 0 2
Total 1 0 0 7 0 0 1 9
Average <1.0 0.0 0.0 1.4 0.0 0.0 <1.0 1.8
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Table 10
135TH STREET WITH U.S. ROUTE 30 – CRASH SUMMARY
Year Type of Crash Frequency
Angle Pedestrian Object Rear End Sideswipe Turning Other Total
2016 0 0 1 10 0 3 0 14
2017 0 0 1 12 0 1 0 14
2018 2 0 0 20 1 2 0 25
2019 2 0 0 8 0 4 0 14
2020 2 0 0 7 0 1 0 10
Total 6 0 2 57 1 11 0 77
Average 1.2 0.0 <1.0 11.4 <1.0 2.2 <1.0 15.4
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3. Traffic Characteristics of the Proposed Development
In order to properly evaluate future traffic conditions in the surrounding area, it was necessary to
determine the traffic characteristics of the proposed development, including the directional
distribution and volumes of traffic that it will generate.
Proposed Site and Development Plan
As proposed, the plans call for developing the site with 450 residential units consisting of 118
townhomes and 332 single family lots. Access to the site will be provided off 127th Street opposite
the Edward Elmhurst Health Access Drive and off Van Dyke Road opposite Hamilton Drive.
Additional access will be provided via connections to Tipperary Lane and Vicarage Drive on the
west and south sides of the site, respectively. The access road opposite the Edwards Elmhurst
Health Access Drive should provide one inbound lane and two outbound lanes striped to provide
a shared left-turn/through lane and an exclusive right-turn lane. Exclusive left- and right-turn lanes
should be provided on 127th Street at its intersection with the proposed access road (to be discussed
later). Outbound movements from the access roads onto 127th Street and Van Dyke Road should
be under stop sign control. A copy of the preliminary site plan depicting the proposed development
and access is included in the Appendix.
Directional Distribution
The directions from which residents of the proposed development will approach and depart the
site were estimated based on existing travel patterns, as determined from the traffic counts.
Figure 5 illustrates the directional distribution of the development-generated traffic.
Estimated Site Traffic Generation
The number of peak hour vehicle trips estimated to be generated by the proposed development was
based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published
by the Institute of Transportation Engineers (ITE). Land-Use Codes 210 (Single-Family Detached
Housing) and 220 (Multi-Family Housing) were utilized. Copies of the ITE trip generation sheets
are included in the Appendix. Table 11 shows the estimated vehicle trip generation for the
weekday morning and weekday evening peak hours.
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OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
OUTLOT E
OUTLOT F
OUTLOT G
OUTLOT H
OUTLOT I
OUTLOT J
OUTLOT K
OUTLOT L
OUTLOT M
OUTLOT NOUTLOT O
OUTLOT J
OUTLOT J
ROAD C
ROAD H
TIPPERARY LANE VICARAGEVICARAGE DRIVE
ROAD I VICA
RAGEROAD IROAD IROAD J
ROAD K
ROAD L
ROAD D
ROAD M
ROAD D
HAMILTON LANEROAD E
ROAD N ROAD CROAD FROAD D
ROAD E
ROAD O
ROAD GROAD CROA
D D
OUTLOT G
DRIVEDRIVE344
390'1100'1550'
1710'1945'1320'1740'30
00'
00%- PERCENT DISTRIBUTION
- DISTANCE IN FEET
Kenig,Lindgren,O'Hara,Aboona,Inc.
Figure: 5Job No: 21-272
N
NOT TO SCALE
STREET
135TH ROADVAN DYKEHI
GHWAYLI
NC
OL
NACCESS DRIVEEDWARD ELMHURSTSTREET
127TH
LANE
HAMILTONAVENUE248TH
C
ANADI
AN NATI
ONAL
R
AI
L
WAYBOULEVARDWATERFORDL
A
N
E
TIP
P
E
R
A
R
Y
DOOWRONEVIRD
LEGEND
PLAINFIELD, ILLINOIS
DEVELOPMENT
RESIDENTIAL
BRONK PARCEL DRIVEVICARAGE5%15%10%10%
1
5
%10%ESTIMATED DIRECTIONAL DISTRIBUTION
20%
15%
357
Bronk Parcel Residential Development
Plainfield, Illinois 16
Table 11
ESTIMATED SITE-GENERATED TRAFFIC VOLUMES
ITE
Land Use Code
Weekday Morning
Peak Hour Weekday Evening
Peak Hour
Type/Size In Out Total In Out Total
210 Single-Family Housing
(332 units) 57 164 221 192 113 305
220 Multifamily Housing
(118 units) 14 45 59 45 26 71
Total 71 209 280 237 139 376
358
Bronk Parcel Residential Development
Plainfield, Illinois 17
4. Projected Traffic Conditions
The total projected traffic volumes include the existing traffic volumes, increase in background
traffic due to growth, and the traffic estimated to be generated by the proposed subject
development.
Development Traffic Assignment
The estimated weekday morning and evening peak hour traffic volumes that will be generated
by the proposed development were assigned to the roadway system in accordance with the
previously described directional distribution (Figure 5). The total new traffic assignment for the
residential development is illustrated in Figure 6.
Background Traffic Conditions
The existing traffic volumes (Figure 4) were increased by a regional growth factor to account for
the increase in existing traffic related to regional growth in the area (i.e., not attributable to any
particular planned development). Based on 2050 Average Daily Traffic (ADT) projections
provided by the Chicago Metropolitan Agency for Planning (CMAP) in a letter dated October 21,
2021, the existing traffic volume were increased by an annually compounded growth rate for six
years (one-year buildout plus five years) totaling six percent to represent Year 2027 total projected
conditions. A copy of the CMAP 2050 projections letter is included in the Appendix.
Total Projected Traffic Volumes
The development-generated traffic (Figure 6) was added to the existing traffic volumes increased
by a regional growth factor to determine the Year 2027 total projected traffic volumes, as
illustrated in Figure 7.
359
SITE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1718
19
20
21
22
232425
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
464748495051525354
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
818283
84
85
86
87
88
89 90
91
92
9394
95 96 97 98 99
100
101
102
103
104
105
106
107
108
109
110
111112113114115116117118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134 135 136 137 138 139 140 141 142 143
144
145
146
147
148
149
150
151
152 153
154
155
156
157
158
159
160
161
162
163
164
165
166167168169170
171
172
173
174
175
176
177178179
180
181
182
183
184
185
186
187
188
189
190
191 192 193 194 195 196 197 198
199200201202203204205
206
207
208
209
210
211
212
213 214
215
216
217
218
219
220
221 222 223 224 225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240 241
242 243 244 245 246 247 248 249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288289290291292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335 336
337
338
339
340
341
342343345
346 347
348349
350 351
352353
354
355
356
357
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
OUTLOT E
OUTLOT F
OUTLOT G
OUTLOT H
OUTLOT I
OUTLOT J
OUTLOT K
OUTLOT L
OUTLOT M
OUTLOT NOUTLOT O
OUTLOT J
OUTLOT J
ROAD C
ROAD H
TIPPERARY LANE VICARAGEVICARAGE DRIVE
ROAD I VICA
RAGEROAD IROAD IROAD J
ROAD K
ROAD L
ROAD D
ROAD M
ROAD D
HAMILTON LANEROAD E
ROAD N ROAD CROAD FROAD D
ROAD E
ROAD O
ROAD GROAD CROA
D D
OUTLOT G
DRIVEDRIVE344
30
Kenig,Lindgren,O'Hara,Aboona,Inc.
Figure: 6Job No: 21-272
N
NOT TO SCALE
STREET
135TH ROADVAN DYKEHI
GHWAYLI
NC
OL
NACCESS DRIVEEDWARD ELMHURSTSTREET
127TH
LANE
HAMILTONAVENUE248TH
C
ANADI
AN NATI
ONAL
R
AI
L
WAYBOULEVARDWATERFORDL
A
N
E
TIP
P
E
R
A
R
Y
DOOWRONEVIRD
248TH AVENUE
127TH STREET @
VICARAGE DRIVE
135TH STREET @
LEGEND
00
(00)
- AM PEAK HOUR (7:30-8:30 AM)
- PM PEAK HOUR (5:00-6:00 PM)
PLAINFIELD, ILLINOIS
DEVELOPMENT
RESIDENTIAL
BRONK PARCEL DRIVEVICARAGEESTIMATED SITE-GENERATED TRAFFIC VOLUMES
1
1 (3
6)
7 (24)
21 (14)
31 (21)31 (20)11 (36)
3 (11)
11 (8)11 (35)31 (21)
11 (7)
3 (12)28 (19)7 (22)
4 (13)11 (8)3 (11)
2 (2)3 (9)4 (15)3 (8)
15 (52)
49 (33)
15 (52)
8 (30)
5 (20)
9 (27)8 (5)3 (10)4 (14)14 (48)14 (48)3 (2)15 (52)49 (33)39 (25)24 (15)
43 (33)
26 (16)
13 (9)13 (41)7 (22)5 (5)49 (33)16 (10)43 (33)15 (6)19 (12)3 (3)
360
SITE
1
2
3
4
5
6
7
8
9
10
11
12
13
14
15
16
1718
19
20
21
22
232425
26
27
28
29
30
31
32
33
34
35
36
37
38
39
40
41
42
43
44
45
464748495051525354
55
56
57
58
59
60
61
62
63
64
65
66
67
68
69
70
71
72
73
74
75
76
77
78
79
80
818283
84
85
86
87
88
89 90
91
92
9394
95 96 97 98 99
100
101
102
103
104
105
106
107
108
109
110
111112113114115116117118
119
120
121
122
123
124
125
126
127
128
129
130
131
132
133
134 135 136 137 138 139 140 141 142 143
144
145
146
147
148
149
150
151
152 153
154
155
156
157
158
159
160
161
162
163
164
165
166167168169170
171
172
173
174
175
176
177178179
180
181
182
183
184
185
186
187
188
189
190
191 192 193 194 195 196 197 198
199200201202203204205
206
207
208
209
210
211
212
213 214
215
216
217
218
219
220
221 222 223 224 225
226
227
228
229
230
231
232
233
234
235
236
237
238
239
240 241
242 243 244 245 246 247 248 249
250
251
252
253
254
255
256
257
258
259
260
261
262
263
264
265
266
267268
269
270
271
272
273
274
275
276
277
278
279
280
281
282
283
284
285
286
287
288289290291292
293
294
295
296
297
298
299
300
301
302
303
304
305
306
307
308309
310
311
312
313
314
315
316
317
318
319
320
321
322
323
324
325
326
327
328
329
330
331
332
333
334
335 336
337
338
339
340
341
342343345
346 347
348349
350 351
352353
354
355
356
357
OUTLOT A
OUTLOT B
OUTLOT C
OUTLOT D
OUTLOT E
OUTLOT F
OUTLOT G
OUTLOT H
OUTLOT I
OUTLOT J
OUTLOT K
OUTLOT L
OUTLOT M
OUTLOT NOUTLOT O
OUTLOT J
OUTLOT J
ROAD C
ROAD H
TIPPERARY LANE VICARAGEVICARAGE DRIVE
ROAD I VICA
RAGEROAD IROAD IROAD J
ROAD K
ROAD L
ROAD D
ROAD M
ROAD D
HAMILTON LANEROAD E
ROAD N ROAD CROAD FROAD D
ROAD E
ROAD O
ROAD GROAD CROA
D D
OUTLOT G
DRIVEDRIVE344
30
Kenig,Lindgren,O'Hara,Aboona,Inc.
Figure: 7Job No: 21-272
N
NOT TO SCALE
STREET
135TH ROADVAN DYKE39 (53)
89 (205)
65 (116)
52 (104)
23 (16)
10 (10)
22 (31)
15 (13)
63 (47)
17 (34)
84 (66)84 (141)58 (47)
24 (56)
6
1 (1
3
7
)HI
GHWAYLI
NC
OL
N52 (162)ACCESS DRIVEEDWARD ELMHURSTSTREET
127TH
58 (101)258 (644)
414 (368)
3 (15)
2 (5)
0 (0)
365 (586)
LANE
HAMILTONAVENUE248TH119 (112)
236 (510)
16
7 (1
1
7)
4
0
8 (35
9)
1 (3
0)
5 (12)
426 (325)
3
6
3 (4
4
1
)
1 (8)
173 (492)
126 (214)
315 (283)
136 (134)460 (365)142 (131)C
ANADI
AN NATI
ONAL
R
AI
L
WAYBOULEVARDWATERFORDL
A
N
E
TIP
P
E
R
A
R
Y
25 (27)
DOOWRONEVIRD
YEAR 2027 TOTAL PROJECTED TRAFFIC VOLUMES
90 (36)
383 (688)
8 (30)
650 (558)
5 (21)
462 (437)
248TH AVENUE
127TH STREET @
125 (208)
324 (562)
233 (160)
399 (772)
28 (47)
21 (51)
42 (74)
VICARAGE DRIVE
135TH STREET @
309 (751)
7 (24)
457 (431)
5 (4)
LEGEND
00
(00)
- AM PEAK HOUR (7:30-8:30 AM)
- PM PEAK HOUR (5:00-6:00 PM)
PLAINFIELD, ILLINOIS
DEVELOPMENT
RESIDENTIAL
BRONK PARCEL
93 (56)
450 (474)
71 (167)
24 (15)
0 (0)
43 (33)DRIVEVICARAGE103 (257)160 (237)17 (49)0 (0)30 (61)33 (63)126 (284)55 (82)13 (41)259 (588)14 (27)72 (77)237 (539)8 (18)53 (132)146 (358)87 (113)42 (14)0 (0)54 (45)16 (50)359 (531)68 (78)8 (12)46 (39)146 (155)290 (205)83 (105)7 (8)473 (419)14 (48)6 (12)413 (412)21 (17)83 (78)282 (281)26 (50)5 (6)0 (0)16 (23)71 (16)
536 (606)
15 (52)49 (33)0 (0)48 (30)361
Bronk Parcel Residential Development
Plainfield, Illinois 20
5. Traffic Analysis and Recommendations
The following provides an evaluation conducted for the weekday morning and weekday evening
peak hours. The analysis includes conducting capacity analyses to determine how well the roadway
system and access drives are projected to operate and whether any roadway improvements or
modification are required.
Traffic Analyses
Roadway and adjacent or nearby intersection analyses were performed for the weekday morning
and weekday evening peak hours for the existing (Year 2021) and future projected (Year 2027)
traffic volumes.
The traffic analyses were performed using the methodologies outlined in the Transportation
Research Board’s Highway Capacity Manual (HCM), 6th Edition and analyzed using
Synchro/SimTraffic 11 computer software. The analysis for the traffic-signal controlled
intersections of U.S. Route 30 with 127th Street and 135th Street were accomplished using provided
cycle lengths and phasings to determine the average overall vehicle delay and levels of service.
The capacity analyses conducted for the other traffic-signal controlled intersections utilized field
measured cycle lengths and phasings.
The analyses for the unsignalized intersections determine the average control delay to vehicles at
an intersection. Control delay is the elapsed time from a vehicle joining the queue at a stop sign
(includes the time required to decelerate to a stop) until its departure from the stop sign and
resumption of free flow speed. The methodology analyzes each intersection approach controlled
by a stop sign and considers traffic volumes on all approaches and lane characteristics.
The ability of an intersection to accommodate traffic flow is expressed in terms of level of service,
which is assigned a letter from A to F based on the average control delay experienced by vehicles
passing through the intersection. The Highway Capacity Manual definitions for levels of service
and the corresponding control delay for signalized intersections and unsignalized intersections are
included in the Appendix of this report.
Summaries of the traffic analysis results showing the level of service and overall intersection delay
(measured in seconds) for the existing and Year 2027 total projected conditions are presented in
Tables 12 through 18. A discussion of the intersections follows. Summary sheets for the capacity
analyses are included in the Appendix.
362
Bronk Parcel Residential Development
Plainfield, Illinois 21
Table 12
CAPACITY ANALYSIS RESULTS – VAN DYKE ROAD WITH 127TH STREET – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T R L T/R L T/R L T/R Year 2021 Base Traffic Volumes Weekday
Morning
Peak Hour
B
17.5
C
33.8
A
1.4
B
17.5
D
37.5
B
14.5
B
16.8
B
17.9
B
19.4 C
25.2 C – 27.4 C – 34.2 B – 16.4 B – 19.0
Weekday
Evening
Peak Hour
B
12.8
C
30.0
A
4.1
B
19.7
C
33.8
B
18.4
B
14.2
B
17.7
C
22.1 C
23.6 C – 22.3 C – 30.7 B – 15.2 C – 21.3 Year 2027 Projected Traffic Volumes Weekday
Morning
Peak Hour
B
19.6
D
37.0
A
1.6
C
21.6
D
37.3
B
15.7
B
18.5
B
19.2
B
20.0 C
26.7 C – 30.2 C – 34.4 B – 18.0 B – 19.8
Weekday
Evening
Peak Hour
B
13.6
C
29.0
A
3.9
C
27.6
D
40.8
B
19.9
B
14.8
B
19.0
C
23.2 C
26.3 C – 21.8 D – 37.6 B – 16.0 C – 22.4
363
Bronk Parcel Residential Development
Plainfield, Illinois 22
Table 13
CAPACITY ANALYSIS RESULTS – VAN DYKE ROAD WITH 135TH STREET – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T/R L T/R L T/R L T R Year 2021 Base Traffic Volumes Weekday
Morning
Peak Hour
B
17.6
D
44.2
B
18.1
C
32.0
B
13.5
C
24.8
B
11.5
B
14.0
A
0.6 C
29.0 D – 40.1 C – 30.0 C – 24.1 B – 10.9
Weekday
Evening
Peak Hour
B
16.4
C
24.9
B
13.3
D
44.6
C
22.5
D
35.5
C
25.4
C
33.0
A
6.2 C
32.4 C – 23.8 D – 40.7 C – 34.1 C – 25.9 Year 2027 Projected Traffic Volumes Weekday
Morning
Peak Hour
B
18.5
D
45.7
B
18.3
C
33.4
B
13.7
C
26.4
B
13.3
B
16.4
A
0.7 C
29.7 D – 41.2 C – 31.3 C – 25.6 B – 12.6
Weekday
Evening
Peak Hour
B
19.1
C
24.1
B
13.0
D
52.6
C
24.3
D
42.8
D
35.2
D
38.5
A
6.2 D
37.3 C – 23.4 D – 47.8 D – 40.5 C – 30.9
364
Bronk Parcel Residential Development
Plainfield, Illinois 23
Table 14
CAPACITY ANALYSIS RESULTS – U.S. ROUTE 30 WITH 135TH STREET – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T/R L T/R L T/R L T/R Year 2021 Base Traffic Volumes Weekday
Morning
Peak Hour
C
26.5
E
66.3
D
42.2
D
37.5
B
15.8
C
35.0
B
16.9
C
27.8 D
39.7 E – 61.5 D – 38.9 C – 32.6 C – 26.2
Weekday
Evening
Peak Hour
D
39.8
E
61.6
D
49.7
E
67.4
C
27.6
D
37.0
C
21.9
D
45.5 D
50.2 E – 59.3 E – 63.0 C – 34.8 D – 42.7 Year 2027 Projected Traffic Volumes Weekday
Morning
Peak Hour
C
26.3
E
69.0
E
76.0
D
37.5
B
16.6
D
39.9
B
18.9
C
29.5 D
44.4 E – 63.8 D – 51.0 D – 37.1 C – 27.8
Weekday
Evening
Peak Hour
D
43.0
E
62.8
E
74.1
E
70.7
D
35.7
D
42.0
C
24.1
D
51.0 E
55.9 E – 60.8 E – 71.6 D – 40.6 D – 47.8
365
Bronk Parcel Residential Development
Plainfield, Illinois 24
Table 15
CAPACITY ANALYSIS RESULTS – U.S. ROUTE 30 WITH 127TH STREET – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T/R L T/R L T R L T/R Year 2021 Base Traffic Volumes Weekday
Morning
Peak Hour
E
67.2
E
61.4
E
71.8
D
37.5
E
65.0
C
32.9
C
28.4
E
77.4
C
25.7 D
41.3 E – 61.5 D – 42.5 C – 31.7 C – 32.0
Weekday
Evening
Peak Hour
E
78.4
E
67.3
F
83.3
E
56.3
F
80.4
D
40.2
C
34.6
F
84.9
D
35.7 D
53.8 E – 67.6 E – 62.2 D – 41.3 D – 44.7 Year 2027 Projected Traffic Volumes Weekday
Morning
Peak Hour
E
67.2
E
62.4
E
72.8
D
39.7
E
65.0
D
35.8
C
30.3
F
80.7
C
27.4 D
43.4 E – 62.5 D – 43.9 C – 34.2 D – 35.1
Weekday
Evening
Peak Hour
E
79.2
E
68.2
F
84.3
E
60.6
F
84.5
D
45.7
D
37.8
F
94.3
D
38.9 E
58.2 E – 68.6 E – 65.5 D – 46.2 D – 51.8
366
Bronk Parcel Residential Development
Plainfield, Illinois 25
Table 16
CAPACITY ANALYSIS RESULTS – 127TH STREET WITH 248TH AVENUE – SIGNALIZED Peak Hour Eastbound Westbound Southbound Overall L T T R L R Year 2021 Base Traffic Volumes Weekday
Morning
Peak Hour
C
32.1
C
30.6
E
57.6
A
8.0
C
20.1
A
4.4 C
31.0 C – 31.1 D – 42.1 B – 14.0
Weekday
Evening
Peak Hour
C
23.7
B
15.5
D
38.4
A
3.6
C
27.2
A
4.8 C
21.7 B – 17.9 C – 28.6 B – 15.6 Year 2027 Projected Traffic Volumes Weekday
Morning
Peak Hour
C
33.6
C
26.9
D
54.9
A
6.6
C
24.1
A
5.2 C
30.7 C – 29.1 D – 41.4 B – 16.7
Weekday
Evening
Peak Hour
C
29.9
B
14.8
D
38.4
A
4.2
C
30.3
A
5.2 C
22.7 B – 18.8 C – 29.2 B – 17.2
367
Bronk Parcel Residential Development
Plainfield, Illinois 26
Table 17
CAPACITY ANALYSIS RESULTS – YEAR 2021 EXISTING CONDITIONS1
Weekday Morning
Peak Hour Weekday Evening
Peak Hour
Intersection LOS Delay LOS Delay
127th Street with Edward Elmhurst Access Drive
• Southbound Approach C 18.8 D 28.3
• Eastbound Left Turn A 9.3 B 10.5
Van Dyke Road with Hamilton Lane
• Westbound Approach B 12.5 B 14.5
• Southbound Left Turn A 8.4 A 8.7
Van Dyke Road with Norwood Drive
• Eastbound Approach C 18.0 C 20.6
• Westbound Approach B 14.3 C 15.8
• Northbound Left Turn A 8.0 A 8.7
• Southbound Left Turn A 8.4 A 8.1
Vicarage Drive with 135th Street
• Northbound Approach B 13.9 C 16.4
• Southbound Approach C 20.9 D 25.1
• Eastbound Left Turn A 8.2 A 9.4
• Westbound Left Turn A 8.4 A 8.3
Waterford Boulevard with 127th Street
• Northbound Approach C 17.3 C 23.4
• Westbound Left Turn A 9.9 A 9.3
LOS = Level of Service
Delay is measured in seconds
1 – All intersections under two-way stop sign control
368
Bronk Parcel Residential Development
Plainfield, Illinois 27
Table 18
CAPACITY ANALYSIS RESULTS – YEAR 2027 PROJECTED CONDITIONS1
Weekday Morning
Peak Hour Weekday Evening
Peak Hour
Intersection LOS Delay LOS Delay
127th Street with Edward Elmhurst Access Drive
• Northbound Approach C 22.8 C 24.2
• Southbound Approach D 30.7 F 72.0
• Eastbound Left Turn A 9.5 B 10.8
• Westbound Left Turn A 9.5 B 10.4
Van Dyke Road with Hamilton Lane
• Eastbound Approach B 12.2 D 25.9
• Westbound Approach B 13.6 C 18.6
• Northbound Left Turn A 7.9 A 9.9
• Southbound Left Turn A 8.5 A 8.8
Van Dyke Road with Norwood Drive
• Eastbound Approach C 20.6 C 23.8
• Westbound Approach C 16.0 C 18.1
• Northbound Left Turn A 8.2 A 8.9
• Southbound Left Turn A 8.6 A 8.3
Vicarage Drive with 135th Street
• Northbound Approach C 15.1 C 20.4
• Southbound Approach C 21.1 D 29.8
• Eastbound Left Turn A 8.3 B 10.0
• Westbound Left Turn A 8.4 A 8.4
Waterford Boulevard with 127th Street
• Northbound Approach C 20.1 E 36.2
• Westbound Left Turn B 10.2 A 9.9
LOS = Level of Service
Delay is measured in seconds
1 – All intersections under two-way stop sign control
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Discussion and Recommendations
The following summarizes how the intersections are projected to operate and identify any roadway
and traffic control improvements to accommodate the development traffic.
Van Dyke Road with 127th Street
The results of the capacity analysis indicate that overall, this intersection currently operates at
Level of Service (LOS) C during the weekday morning and weekday evening peak hours. Under
Year 2027 total projected conditions, this intersection overall is projected to continue operating at
LOS C during the weekday morning and weekday evening peak hours with increases in delay of
approximately one and two seconds, respectively. Furthermore, all of the approaches are projected
to continue operating at LOS D or better during the peak hours. Overall, this intersection has
sufficient reserve capacity to accommodate the traffic estimated to be generated by the proposed
development.
Van Dyke Road with 135th Street
The results of the capacity analysis indicate that overall, this intersection currently operates at LOS
C during the weekday morning and weekday evening peak hours. Under Year 2027 total projected
conditions, this intersection is projected to continue operating at LOS C during the weekday
morning peak hour and at LOS D during the weekday evening peak hour with increases in delay
of approximately three and six seconds, respectively. Furthermore, all of the approaches are
projected to continue operating at LOS D or better during the peak hours with increases in delay
of approximately nine seconds or less. As such, this intersection has sufficient reserve capacity to
accommodate the traffic estimated to be generated by the proposed development and no roadway
improvements or signal modifications will be required.
U.S. Route 30 with 135th Street
The results of the capacity analysis indicate that overall, this intersection currently operates at LOS
D during the weekday morning and weekday evening peak hours. Under Year 2027 total projected
conditions, this intersection is projected to continue operating at LOS D during the weekday
morning peak hour and at LOS E during the weekday evening peak hour with increases in delay
of approximately five and six seconds, respectively. The increase in LOS during the evening peak
hour is mainly due to the projected growth in background traffic, as the site generated traffic will
only account for a three percent increase in the Year 2021 traffic volumes. Furthermore, all of the
approaches are projected to continue operating at LOS E or better during the peak hours with
increases in delay of approximately twelve seconds or less. As such, this intersection has sufficient
reserve capacity to accommodate the traffic estimated to be generated by the proposed
development and no roadway improvements or signal modifications will be required.
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U.S. Route 30 with 127th Street
The results of the capacity analysis indicate that overall, this intersection currently operates at LOS
D during the weekday morning and weekday evening peak hours. It should be noted that all of the
left-turn movements operate at LOS E or F as a result of the protected only phase and not due to
capacity deficiencies.
Under Year 2027 total projected conditions, this intersection is projected to continue operating at
LOS D during the weekday morning peak hour and at LOS E during the weekday evening peak
hour with increases in delay of approximately two and four seconds, respectively. The increase in
the overall delay during the evening peak hour is mainly due to the projected growth in background
traffic, as the site-generated traffic will only account for four percent of the total traffic. As such,
this intersection has sufficient reserve capacity to accommodate the traffic estimated to be
generated by the proposed development and no roadway improvements or signal modifications
will be required.
127th Street with 248th Avenue
The results of the capacity analysis indicate that overall, this intersection currently operates at LOS
C during the weekday morning and weekday evening peak hours. Under Year 2027 total projected
conditions, this intersection is projected to continue operating at LOS C during the weekday
morning and evening peak hours. As such, this intersection has sufficient reserve capacity to
accommodate the traffic estimated to be generated by the proposed development and no roadway
improvements or signal modifications will be required.
127th Street with Edward Elmhurst Access Road
The results of the capacity analysis indicate that the southbound approach currently operates at
LOS C during the weekday morning peak hour and at LOS D during the weekday evening peak
hours. The eastbound left-turn movements currently operate at LOS A during the weekday
morning peak hour and at LOS B during the weekday evening peak hour.
Based on a review of the total projected traffic volumes and the turn lane warrant figures published
in Chapter 36 of the IDOT Bureau of Design and Environment (BDE) Manual, an exclusive
westbound left-turn lane and an exclusive eastbound right-turn lane are warranted and, as such,
should be provided. Per the BDE Manual, these turn lanes should provide 145 feet of storage and
175 feet of taper. Under Year 2027 total projected conditions, with the addition of the south leg
and assuming the identified geometric improvements, the northbound approach is projected to
operate at LOS C during both peak hours. The southbound approach is projected to operate at LOS
C during the weekday morning peak hour and LOS F during the weekday evening peak hour. This
LOS and delay for the southbound approach is typical and expected when a minor road/drive
intersects a major road such as 127th Street. Inspection of the capacity analyses indicate that the
left-turn movements from the major road are projected to operate at acceptable LOS B or better.
Furthermore, based on a review of the peak hour traffic signal warrants published in the Manual
on Uniform Traffic Control Devices (MUTCD) and the projected traffic volumes, a traffic signal
will not be warranted at this intersection. As such, no additional geometric or traffic control
improvements are necessary in conjunction with the proposed development.
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Plainfield, Illinois 30
Van Dyke Road with Hamilton Lane
The results of the capacity analysis indicate that the westbound approach currently operates at LOS
B during the weekday morning and evening peak hours. The southbound left-turn movements
currently operate at LOS A during the weekday morning and evening peak hours. Under Year
2027 total projected conditions, with the addition of the west leg of the intersection, the eastbound
and westbound approaches are projected to operate at LOS B during the weekday morning peak
hour and at LOS D during the weekday evening peak hour. Northbound and southbound left-turn
movements are projected to operate at LOS A during the peak hours. As such, the proposed access
road will be adequate in accommodating the traffic estimated to be generated by the proposed
development.
Van Dyke Road with Norwood Drive
The results of the capacity analysis indicate that the eastbound approach currently operates at LOS
C during the weekday morning and evening peak hours. The westbound approach currently
operates at LOS B during the weekday morning peak hour and at LOS C during the weekday
evening peak hour. The northbound and southbound left-turn movements currently operate at LOS
A during both the weekday morning and evening peak hours. Under Year 2027 total projected
conditions, the eastbound approach is projected to continue operating at LOS C during the
weekday morning and evening peak hours. The westbound approach is projected to operate at LOS
C during both peak hours. The northbound and southbound left-turn movements are projected to
continue operating at LOS A during the weekday morning and evening peak hours. As such, the
proposed development will have a limited impact on the operation of this intersection and no
roadway or traffic control improvements will be required.
Vicarage Drive with 135th Street
The results of the capacity analysis indicate that the northbound approach currently operates at
LOS B during the weekday morning peak hour and at LOS C during the weekday evening peak
hour. The southbound approach currently operates at LOS C during the weekday morning peak
hour and at LOS D during the weekday evening peak hour. The eastbound and westbound left-
turn movements currently operate at LOS A during both the weekday morning and evening peak
hours. Under Year 2027 total projected conditions, the northbound approach is projected to operate
at LOS C during the weekday morning and evening peak hours. The southbound approach is
projected to continue to operate at the same LOS as under existing conditions with minimal
increases in delay. It should be noted that the proposed extension of Vicarage Drive to the north
will provide southbound exiting traffic onto 135th Street with accessibility to the north thus
distributing existing and future traffic volumes in a more efficient manner. Further inspection of
the capacity analyses indicate that the eastbound and westbound left-turn movements are projected
to operate at LOS B or better during both peak hours. It is important to note that as part of the
development and in order to provide adequate traffic calming measures, curb extensions will be
provided along the proposed extension of Vicarage Drive at select internal intersections. As such,
no additional geometric or traffic control improvements are necessary in conjunction with the
proposed development.
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Bronk Parcel Residential Development
Plainfield, Illinois 31
Waterford Boulevard with 127th Street
The results of the capacity analysis indicate that the northbound approach currently operates at
LOS C during the weekday morning and evening peak hours. The westbound left-turn movements
currently operate at LOS A during both the weekday morning and evening peak hours. Under Year
2027 total projected conditions, the northbound approach is projected to continue operating at LOS
C during the weekday morning peak hour and is projected to operate at LOS E during the weekday
evening peak hour. A level of service like this is normal and expected when a local road such as
Waterford Boulevard meets a major collector road such as 127th Street. The westbound left-turn
movement is projected to operate at LOS B during the weekday morning peak hour and at LOS A
during the weekday evening peak hour. As such, the proposed development will have a limited
impact on the operation of this intersection and no roadway or traffic control improvements will
be required.
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Bronk Parcel Residential Development
Plainfield, Illinois 32
6. Conclusion
Based on the preceding analyses and recommendations, the following conclusions have been
made:
• The traffic that will be generated by the proposed residential development can be
accommodated by the existing area roadway system.
• All of the signalized intersections within the study area have sufficient reserve capacity to
accommodate the background growth and the traffic estimated to be generated by the
proposed development.
• The proposed access system in conjunction with the proposed connections to the adjacent
neighborhoods will be adequate in accommodating the traffic estimated to be generated by
the proposed development and will ensure efficient and flexible access is provided for the
proposed development and the neighborhoods.
• Outbound movements from, the proposed access roads are projected to operate at
acceptable levels of service and the projected traffic volumes will not warrant a traffic
signal during the peak hours at any of the access roads.
• When the total projected traffic volumes at the proposed access roads are compared to the
turn lane warrant guidelines published in the IDOT BDE Manual, an exclusive left-turn
lane and an exclusive right-turn lane are warranted on 127th Street at its intersection with
the proposed access road.
• Curb extensions at select intersections along the proposed extension of Vicarage Drive will
be provided as traffic control measures.
374
Appendix
Traffic Count Summary Sheets
Site Plan
CMAP 2050 Projections Letter
Level of Service Criteria
Capacity Analysis Summary Sheets
375
Traffic Count Summary Sheets
376
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- W 127th St QC JOB #: QC JOB #: 15572821
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
170 335
24 101 45
388 65 32 393
341 0.800.80 296
464 58 65 493
68 238 107
224 413
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:40 AM -- 7:55 AMPeak 15-Min: 7:40 AM -- 7:55 AM
11.2 4.8
0 6.9 26.7
5.4 6.2 6.3 5.1
2.3 6.1
2.6 0 0 4.7
4.4 4.2 2.8
3.1 3.9
0
0 2
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 3 17 6 0 3 10 2 0 3 41 6 0 2 11 4 0 108
7:05 AM 5 23 11 0 3 12 2 0 4 32 9 0 4 12 5 0 122
7:10 AM 6 14 6 0 3 2 0 0 6 23 2 0 4 12 4 0 82
7:15 AM 2 15 9 0 3 4 0 0 3 23 6 0 6 8 1 0 80
7:20 AM 5 17 9 0 1 1 1 0 4 28 4 0 3 17 2 0 92
7:25 AM 3 18 9 0 1 6 1 0 4 20 5 0 2 19 1 0 89
7:30 AM 7 21 12 0 3 6 1 0 11 21 6 0 5 27 1 0 121
7:35 AM 1 24 9 0 0 6 0 0 8 13 3 0 7 22 2 0 95
7:40 AM 6 30 13 0 2 5 2 0 12 34 4 0 7 20 4 0 1397:45 AM 6 31 14 0 4 11 5 0 7 33 6 0 9 27 4 0 157
7:50 AM 7 24 8 0 13 16 8 0 6 37 5 0 9 21 1 0 155
7:55 AM 8 21 8 0 3 14 1 0 9 24 8 0 9 27 6 0 138 13788:00 AM 11 19 6 0 2 4 1 0 2 43 2 0 4 25 6 0 125 1395
8:05 AM 3 12 11 0 3 5 1 0 2 26 2 0 3 35 1 0 104 1377
8:10 AM 5 11 10 0 5 11 3 0 0 34 7 0 4 27 1 0 118 1413
8:15 AM 2 23 11 0 3 6 0 0 0 27 1 0 3 20 1 0 97 1430
8:20 AM 4 16 4 0 3 4 0 0 2 23 8 0 4 21 3 0 92 1430
8:25 AM 8 6 1 0 4 13 2 0 6 26 6 0 1 24 2 0 99 1440
8:30 AM 5 12 5 0 0 6 1 0 1 33 10 0 4 17 3 0 97 1416
8:35 AM 7 11 10 0 2 6 3 0 5 25 8 0 3 22 3 0 105 1426
8:40 AM 6 20 5 0 6 9 0 0 1 17 7 0 7 27 9 0 114 1401
8:45 AM 9 11 11 0 4 9 0 0 5 18 7 0 6 23 3 0 106 1350
8:50 AM 6 23 11 0 2 9 1 0 2 32 10 0 4 18 4 0 122 1317
8:55 AM 7 16 13 0 3 8 2 0 3 34 3 0 8 19 4 0 120 1299
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 76 340 140 0 76 128 60 0 100 416 60 0 100 272 36 0 1804
Heavy Trucks 0 24 4 36 12 0 0 8 0 0 16 4 104
Buses
Pedestrians 0 0 0 4 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 11:55 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 377
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: US 30 -- W 127th St QC JOB #: QC JOB #: 15572823
CITY/STATE: CITY/STATE: Will, IL DATE: DATE: Tue, Sep 21 2021
339 411
1 297 41
162 4 72 275
350 0.940.94 160
374 20 43 528
1 335 137
360 473
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:40 AM -- 7:55 AMPeak 15-Min: 7:40 AM -- 7:55 AM
13.6 6.8
100 14.5 4.9
8 0 4.2 5.8
1.1 7.5
1.6 10 2.3 1.1
0 7.5 0
12.8 5.3
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
US 30 US 30
(Northbound)(Northbound)
US 30 US 30
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 0 35 9 0 2 31 0 0 0 15 0 0 8 10 3 0 113
7:05 AM 0 19 5 0 3 17 0 0 4 19 0 0 8 14 2 0 91
7:10 AM 0 28 7 0 0 22 0 0 0 30 1 0 1 6 5 0 100
7:15 AM 0 35 8 0 2 38 0 0 0 19 0 0 0 8 3 0 113
7:20 AM 0 33 8 0 0 22 0 0 0 24 2 0 5 5 4 0 103
7:25 AM 0 33 9 0 1 25 0 0 0 25 1 0 2 13 7 0 116
7:30 AM 0 27 12 0 1 34 0 0 0 30 3 0 4 11 6 0 128
7:35 AM 0 36 6 0 6 30 0 0 0 17 1 0 4 10 3 0 113
7:40 AM 1 36 16 0 2 17 1 0 0 33 0 0 4 17 8 0 1357:45 AM 0 33 14 0 7 36 0 0 1 31 1 0 1 9 7 0 140
7:50 AM 0 10 16 0 0 12 0 0 0 43 3 0 4 21 6 0 115
7:55 AM 0 31 12 0 7 28 0 0 0 28 0 0 2 16 7 0 131 13988:00 AM 0 26 13 0 2 26 0 0 0 32 1 0 4 15 4 0 123 1408
8:05 AM 0 32 7 0 5 20 0 0 1 26 0 0 4 11 9 0 115 1432
8:10 AM 0 21 12 0 2 20 0 0 1 36 2 0 2 13 10 0 119 1451
8:15 AM 0 33 9 0 1 37 0 0 0 25 8 0 2 12 7 0 134 1472
8:20 AM 0 21 8 0 6 19 0 0 0 24 1 0 8 6 2 0 95 1464
8:25 AM 0 29 12 0 2 18 0 0 1 25 0 0 4 19 3 0 113 1461
8:30 AM 1 8 4 0 6 25 1 0 2 20 2 0 1 16 4 0 90 1423
8:35 AM 1 21 11 0 2 24 0 0 0 26 3 0 4 10 8 0 110 1420
8:40 AM 1 29 5 0 0 27 0 0 0 19 11 0 4 17 4 0 117 1402
8:45 AM 2 26 10 0 5 21 0 0 0 18 8 0 7 19 4 0 120 1382
8:50 AM 1 22 11 0 3 13 0 0 0 36 10 0 1 20 5 0 122 1389
8:55 AM 4 26 7 0 7 17 0 0 0 33 2 0 3 13 1 0 113 1371
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 4 316 184 0 36 260 4 0 4 428 16 0 36 188 84 0 1560
Heavy Trucks 0 12 0 4 36 4 0 8 4 0 12 4 84
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 11:55 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 378
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- Norwood Dr QC JOB #: QC JOB #: 15572827
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
224 394
59 158 7
84 48 19 30
2 0.750.75 8
58 8 3 14
17 327 5
169 349
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM
2.7 2.8
0 3.8 0
3.6 0 0 10
0 37.5
0 0 0 7.1
0 3.4 20
3.6 3.4
4
0 2
0
0 0 0
0 0
0 6
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
Norwood DrNorwood Dr
(Eastbound)(Eastbound)
Norwood DrNorwood Dr
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 0 20 1 0 0 14 3 0 3 0 0 0 0 0 0 0 41
7:05 AM 0 31 0 0 2 15 5 0 4 0 2 0 0 0 1 0 60
7:10 AM 0 17 0 0 0 8 3 0 7 0 2 0 1 0 1 0 39
7:15 AM 0 25 0 0 0 13 3 0 1 0 0 0 0 0 2 0 44
7:20 AM 1 24 0 0 0 5 0 0 2 1 2 0 0 0 1 0 36
7:25 AM 1 33 2 0 0 11 1 0 1 0 0 0 0 0 1 0 50
7:30 AM 0 26 0 0 2 13 1 0 3 0 1 0 1 0 2 0 49
7:35 AM 0 27 0 0 0 16 4 0 6 0 0 0 1 2 5 0 61
7:40 AM 2 36 0 0 0 8 5 0 2 0 0 0 0 0 3 0 56
7:45 AM 2 44 1 0 1 18 4 0 11 0 1 0 0 0 1 0 83
7:50 AM 1 28 1 0 0 22 11 0 4 0 1 0 0 1 1 0 70
7:55 AM 4 25 0 0 2 20 9 0 5 1 0 0 0 0 2 0 68 657
8:00 AM 2 31 1 0 0 7 2 0 4 0 1 0 0 1 1 0 50 666
8:05 AM 2 24 0 0 0 9 2 0 0 0 1 0 0 0 0 0 38 644
8:10 AM 1 19 1 0 1 17 1 0 5 0 1 0 0 1 3 0 50 655
8:15 AM 0 34 1 0 0 8 3 0 3 0 1 0 0 1 0 0 51 662
8:20 AM 3 21 0 0 1 13 6 0 1 1 0 0 1 2 0 0 49 675
8:25 AM 0 12 0 0 0 7 11 0 4 0 1 0 0 0 1 0 36 661
8:30 AM 1 23 1 0 0 15 11 0 3 1 1 0 0 4 2 0 62 674
8:35 AM 1 14 0 0 0 6 10 0 1 0 0 0 0 4 0 0 36 649
8:40 AM 2 36 1 0 0 17 14 0 2 1 0 0 0 8 2 0 83 676
8:45 AM 2 34 3 0 0 14 12 0 3 1 0 0 0 3 0 0 72 665
8:50 AM 4 26 3 0 1 9 12 0 5 0 4 0 0 2 3 0 69 664
8:55 AM 3 23 1 0 0 11 8 0 12 5 5 0 0 3 2 0 73 669
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 28 388 8 0 12 240 96 0 80 4 8 0 0 4 16 0 884
Heavy Trucks 0 12 0 0 12 0 0 0 0 0 4 0 28
Buses
Pedestrians 0 0 0 4 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 11:55 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 379
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- 135th St QC JOB #: QC JOB #: 15572829
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
188 342
35 104 49
263 66 48 300
347 0.850.85 209
425 12 43 464
19 228 68
159 315
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:40 AM -- 7:55 AMPeak 15-Min: 7:40 AM -- 7:55 AM
4.3 4.4
5.7 5.8 0
4.6 7.6 2.1 3.7
2 4.8
2.8 0 0 1.9
0 3.9 2.9
3.8 3.5
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
135th St135th St
(Eastbound)(Eastbound)
135th St135th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 3 22 2 0 6 10 4 0 3 26 2 0 2 11 3 0 94
7:05 AM 2 14 8 0 2 13 3 0 5 47 0 0 3 17 7 0 121
7:10 AM 1 18 4 0 2 12 1 0 4 44 0 0 4 10 1 0 101
7:15 AM 0 18 2 0 2 11 0 0 5 26 1 0 2 16 0 0 83
7:20 AM 0 13 3 0 3 5 1 0 2 45 1 0 1 19 4 0 97
7:25 AM 0 27 6 0 4 7 2 0 6 26 2 0 1 16 7 0 104
7:30 AM 3 14 7 0 5 9 4 0 6 23 0 0 6 12 5 0 94
7:35 AM 1 23 7 0 3 11 4 0 3 15 0 0 4 16 2 0 89
7:40 AM 3 31 12 0 3 8 1 0 12 38 2 0 1 18 3 0 1327:45 AM 0 23 9 0 10 11 0 0 13 35 0 0 1 16 4 0 122
7:50 AM 0 16 3 0 2 14 7 0 7 30 2 0 4 17 6 0 108
7:55 AM 0 19 2 0 5 14 4 0 1 39 2 0 2 26 3 0 117 12628:00 AM 2 19 3 0 2 4 3 0 6 30 0 0 6 21 8 0 104 1272
8:05 AM 2 19 5 0 5 4 3 0 3 22 1 0 2 18 4 0 88 1239
8:10 AM 2 12 7 0 6 8 5 0 8 28 0 0 5 23 5 0 109 1247
8:15 AM 4 27 5 0 2 4 3 0 4 32 0 0 1 11 2 0 95 1259
8:20 AM 1 13 4 0 4 9 1 0 1 28 3 0 5 13 3 0 85 1247
8:25 AM 1 12 4 0 2 8 0 0 2 27 2 0 6 18 3 0 85 1228
8:30 AM 0 19 4 0 5 12 2 0 2 33 1 0 4 20 5 0 107 1241
8:35 AM 3 14 1 0 2 0 4 0 6 24 0 0 5 23 4 0 86 1238
8:40 AM 2 19 5 0 2 10 5 0 6 38 3 0 3 15 6 0 114 1220
8:45 AM 2 24 7 0 2 8 4 0 9 20 2 0 1 12 2 0 93 1191
8:50 AM 1 12 2 0 9 9 3 0 4 32 0 0 2 18 4 0 96 1179
8:55 AM 1 14 8 0 10 13 2 0 6 38 2 0 6 20 2 0 122 1184
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 12 280 96 0 60 132 32 0 128 412 16 0 24 204 52 0 1448
Heavy Trucks 0 12 0 0 12 4 4 4 0 0 4 0 40
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 11:55 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 380
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: US 30 -- 135th St QC JOB #: QC JOB #: 15572833
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
364 476
13 295 56
215 51 48 259
256 0.910.91 133
418 111 78 420
69 377 108
484 554
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:40 AM -- 7:55 AMPeak 15-Min: 7:40 AM -- 7:55 AM
14 9
7.7 16.6 1.8
5.6 0 0 3.9
1.6 6
1.9 3.6 2.6 2.1
4.3 11.4 3.7
11.4 9
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
5-Min Count5-Min CountPeriod Period Beginning AtBeginning At
US 30 US 30
(Northbound)(Northbound)
US 30 US 30
(Southbound)(Southbound)
135th St135th St
(Eastbound)(Eastbound)
135th St135th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 3 33 6 0 6 13 2 0 5 29 3 0 2 17 3 0 122
7:05 AM 1 25 7 0 5 41 3 0 4 31 14 0 9 2 3 0 145
7:10 AM 1 27 6 0 3 16 0 0 5 33 13 0 3 11 6 0 124
7:15 AM 2 37 8 0 2 32 0 0 2 22 8 0 2 5 3 0 123
7:20 AM 3 35 3 0 4 30 4 0 2 31 11 0 6 10 4 0 143
7:25 AM 2 33 7 0 5 18 0 0 3 22 15 0 10 9 3 0 127
7:30 AM 4 32 13 0 6 35 1 0 6 12 13 0 6 10 6 0 144
7:35 AM 2 40 12 0 4 25 0 0 6 16 14 0 1 5 1 0 126
7:40 AM 4 47 12 0 5 31 2 0 5 24 8 0 10 8 8 0 1647:45 AM 7 30 5 0 3 7 0 0 3 31 16 0 1 14 4 0 121
7:50 AM 4 31 8 0 4 34 3 0 7 23 7 0 13 11 6 0 151
7:55 AM 16 29 8 0 4 28 1 0 3 32 12 0 6 11 4 0 154 16448:00 AM 4 22 13 0 3 15 0 0 5 18 5 0 13 13 3 0 114 1636
8:05 AM 7 30 3 0 6 21 1 0 1 18 8 0 6 14 5 0 120 1611
8:10 AM 3 27 10 0 2 16 4 0 6 29 8 0 8 18 7 0 138 1625
8:15 AM 5 31 7 0 9 37 0 0 4 20 4 0 7 10 2 0 136 1638
8:20 AM 4 28 9 0 3 18 0 0 3 17 7 0 6 5 1 0 101 1596
8:25 AM 9 30 8 0 7 28 1 0 2 16 9 0 1 14 1 0 126 1595
8:30 AM 3 21 9 0 2 18 1 0 1 20 7 0 6 15 2 0 105 1556
8:35 AM 5 21 7 0 2 25 3 0 5 23 10 0 6 11 4 0 122 1552
8:40 AM 3 38 9 0 3 22 5 0 4 24 9 0 7 14 4 0 142 1530
8:45 AM 8 28 10 0 5 36 11 0 5 12 5 0 6 7 1 0 134 1543
8:50 AM 10 34 8 0 3 12 6 0 0 11 5 0 6 12 6 0 113 1505
8:55 AM 6 20 21 0 2 21 4 0 3 25 5 0 6 11 9 0 133 1484
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 60 432 100 0 48 288 20 0 60 312 124 0 96 132 72 0 1744
Heavy Trucks 0 28 0 0 44 0 0 8 0 4 4 0 88
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 11:55 AM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 381
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Waterford Blvd -- W 127th St QC JOB #: QC JOB #: 15572835
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
0 0
0 0 0
4 0 0 23
0 0.750.75 0
2 2 23 37
4 0 37
25 41
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM
0 0
0 0 0
0 0 0 13
0 0
0 0 13 5.4
0 0 5.4
12 4.9
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Waterford Blvd Waterford Blvd
(Northbound)(Northbound)
Waterford Blvd Waterford Blvd
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 1 0 6 0 0 0 0 0 0 0 0 0 2 0 0 0 9
7:15 AM 2 0 7 0 0 0 0 0 0 0 0 0 2 0 0 0 11
7:30 AM 1 0 13 0 0 0 0 0 0 0 2 0 6 0 0 0 22
7:45 AM 3 0 13 0 0 0 0 0 0 0 0 0 6 0 0 0 22 64
8:00 AM 0 0 7 0 0 0 0 0 0 0 0 0 5 0 0 0 12 67
8:15 AM 0 0 4 0 0 0 0 0 0 0 0 0 6 0 0 0 10 66
8:30 AM 1 0 17 0 0 0 0 0 0 0 1 0 3 0 0 0 22 66
8:45 AM 1 0 12 0 0 0 0 0 0 0 3 0 4 0 0 0 20 64
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 4 0 52 0 0 0 0 0 0 0 8 0 24 0 0 0 88
Heavy Trucks 0 0 8 0 0 0 0 0 0 8 0 0 16Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 382
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: 248th Ave -- W 127th St QC JOB #: QC JOB #: 15572837
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
215 294
84 0 131
84 191 103 103
0 0.830.83 0
191 0 0 131
0 0 0
0 0
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 AM
5.1 3.1
7.1 0 3.8
7.1 1 6.8 6.8
0 0
1 0 0 3.8
0 0 0
0 0
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
248th Ave 248th Ave
(Northbound)(Northbound)
248th Ave 248th Ave
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 0 0 0 0 50 0 30 0 29 0 0 0 0 0 18 0 127
7:15 AM 0 0 0 0 26 0 14 0 29 0 0 0 0 0 16 0 85
7:30 AM 0 0 0 0 32 0 21 0 40 0 0 0 0 0 17 0 110
7:45 AM 0 0 0 0 36 0 19 0 63 0 0 0 0 0 36 0 154 476
8:00 AM 0 0 0 0 33 0 16 0 50 0 0 0 0 0 28 0 127 476
8:15 AM 0 0 0 0 30 0 28 0 38 0 0 0 0 0 22 0 118 509
8:30 AM 0 0 0 0 31 0 18 0 35 0 0 0 0 0 17 0 101 500
8:45 AM 0 0 0 0 32 0 15 0 30 0 0 0 0 0 18 0 95 441
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 0 0 0 0 144 0 76 0 252 0 0 0 0 0 144 0 616
Heavy Trucks 0 0 0 0 0 4 4 0 0 0 0 0 8Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 383
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Edward Elmhurst Health Access Dr -- W 127th St QC JOB #: QC JOB #: 15572839
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
38 132
14 0 24
14 58 74 74
0 0.670.67 0
58 0 0 24
0 0 0
0 0
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 8:15 AM -- 8:30 AMPeak 15-Min: 8:15 AM -- 8:30 AM
0 0
0 0 0
0 0 0 0
0 0
0 0 0 0
0 0 0
0 0
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Edward Elmhurst HealthEdward Elmhurst Health
Access Dr Access Dr
(Northbound)(Northbound)
Edward Elmhurst HealthEdward Elmhurst Health
Access Dr Access Dr
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotals
LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU
7:00 AM 0 0 0 0 5 0 2 0 6 0 0 0 0 0 7 0 20
7:15 AM 0 0 0 0 2 0 4 0 5 0 0 0 0 0 10 0 21
7:30 AM 0 0 0 0 4 0 3 0 10 0 0 0 0 0 16 0 33
7:45 AM 0 0 0 0 3 0 1 0 9 0 0 0 0 0 14 0 27 101
8:00 AM 0 0 0 0 4 0 3 0 17 0 0 0 0 0 23 0 47 1288:15 AM 0 0 0 0 13 0 7 0 22 0 0 0 0 0 21 0 63 170
8:30 AM 0 0 0 0 7 0 4 0 22 0 0 0 0 0 18 0 51 188
8:45 AM 0 0 0 0 10 0 7 0 20 0 0 0 0 0 19 0 56 217
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 0 0 0 0 52 0 28 0 88 0 0 0 0 0 84 0 252Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0
Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 384
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Vicarage Dr -- 135th St QC JOB #: QC JOB #: 15572843
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
59 37
19 0 40
23 25 12 18
0 0.880.88 0
29 4 6 53
4 0 13
10 17
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM
6.8 8.1
10.5 0 5
8.7 12 0 0
0 0
13.8 25 0 7.5
0 0 15.4
10 11.8
2
0 4
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Vicarage Dr Vicarage Dr
(Northbound)(Northbound)
Vicarage Dr Vicarage Dr
(Southbound)(Southbound)
135th St135th St
(Eastbound)(Eastbound)
135th St135th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 0 0 2 0 6 0 1 0 3 0 0 0 1 0 2 0 15
7:15 AM 0 0 2 0 8 0 2 0 1 0 1 0 0 0 3 0 17
7:30 AM 1 0 2 0 12 0 7 0 5 0 2 0 0 0 6 0 35
7:45 AM 0 0 2 0 9 0 5 0 8 0 0 0 5 0 3 0 32 99
8:00 AM 1 0 7 0 4 0 5 0 5 0 2 0 0 0 2 0 26 110
8:15 AM 2 0 2 0 15 0 2 0 7 0 0 0 1 0 1 0 30 123
8:30 AM 0 0 1 0 2 0 2 0 7 0 1 0 2 0 5 0 20 108
8:45 AM 0 0 8 0 28 0 12 0 4 0 0 0 2 0 4 0 58 134
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 4 0 8 0 48 0 28 0 20 0 8 0 0 0 24 0 140
Heavy Trucks 0 0 4 4 0 4 8 0 4 0 0 0 24Buses
Pedestrians 0 4 0 0 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 385
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- Hamilton Ln QC JOB #: QC JOB #: 15572849
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
11 18
0 0 11
0 0 18 30
0 0.900.90 0
0 0 12 17
0 0 6
12 6
Peak-Hour: 7:30 AM -- 8:30 AMPeak-Hour: 7:30 AM -- 8:30 AM
Peak 15-Min: 7:30 AM -- 7:45 AMPeak 15-Min: 7:30 AM -- 7:45 AM
0 16.7
0 0 0
0 0 16.7 10
0 0
0 0 0 0
0 0 0
0 0
0
0 0
0
0 0 0
0 1
0 0
0 0
0 1 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
Hamilton LnHamilton Ln
(Eastbound)(Eastbound)
Hamilton LnHamilton Ln
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
7:00 AM 0 0 3 0 3 0 0 0 0 0 0 0 2 0 5 0 13
7:15 AM 0 0 1 0 2 0 0 0 0 0 0 0 1 0 7 0 11
7:30 AM 0 0 0 0 1 0 0 0 0 0 0 0 2 0 10 0 13
7:45 AM 0 0 1 0 5 0 0 0 0 0 0 0 2 0 5 0 13 50
8:00 AM 0 0 2 0 3 0 0 0 0 0 0 0 1 0 2 0 8 45
8:15 AM 0 0 3 0 2 0 0 0 0 0 0 0 7 0 1 0 13 47
8:30 AM 0 0 0 0 2 0 0 0 0 0 0 0 14 0 5 0 21 55
8:45 AM 0 0 8 0 3 0 0 0 0 0 0 0 9 0 6 0 26 68
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 0 0 0 0 4 0 0 0 0 0 0 0 8 0 40 0 52
Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 8 8Buses
Pedestrians 0 0 0 0 0
Bicycles 0 4 0 0 0 0 0 0 0 0 0 0 4
Scooters
Comments:
Report generated on 10/21/2021 12:12 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 386
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- W 127th St QC JOB #: QC JOB #: 15572822
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
398 280
50 271 77
672 44 50 740
438 0.940.94 522
640 158 168 652
99 187 137
597 423
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM
0.5 0.7
0 0.7 0
0.3 2.3 0 0.4
0.7 0.4
0.6 0 0.6 0.5
0 0.5 0
0.5 0.2
1
0 1
0
0 1 1
0 0
0 0
0 0
0 1 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 19 56 31 0 18 57 6 0 15 118 49 0 34 125 12 0 540
4:15 PM 24 45 30 0 23 76 11 0 9 92 28 0 33 106 10 0 487
4:30 PM 16 45 43 0 16 70 5 0 6 102 47 0 42 149 13 0 554
4:45 PM 30 47 24 0 14 45 10 0 9 101 45 0 40 117 13 0 495 2076
5:00 PM 26 41 35 0 15 74 13 0 15 120 66 0 36 140 7 0 588 2124
5:15 PM 22 49 24 0 19 86 9 0 9 106 38 0 39 127 13 0 541 21785:30 PM 28 55 44 0 22 63 10 0 10 97 30 1 45 113 13 0 531 2155
5:45 PM 23 42 34 0 21 48 18 0 9 115 24 0 48 142 17 0 541 2201
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 104 164 140 0 60 296 52 0 60 480 264 0 144 560 28 0 2352
Heavy Trucks 0 0 0 0 4 0 0 8 0 0 8 0 20Buses
Pedestrians 0 0 0 0 0
Bicycles 0 4 0 0 4 0 0 0 0 0 0 0 8
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 387
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: US 30 -- W 127th St QC JOB #: QC JOB #: 15572824
CITY/STATE: CITY/STATE: Will, IL DATE: DATE: Tue, Sep 21 2021
519 436
8 416 95
503 11 86 706
284 0.930.93 467
348 53 153 489
28 339 110
622 477
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:30 PM -- 5:45 PMPeak 15-Min: 5:30 PM -- 5:45 PM
4 6.4
0 5 0
0.4 0 1.2 0.7
1.1 0.4
1.1 1.9 1.3 0.6
0 8 0
3.9 5.7
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
US 30 US 30
(Northbound)(Northbound)
US 30 US 30
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 5 98 32 0 26 127 2 0 5 77 8 0 40 100 16 0 536
4:15 PM 5 77 28 0 15 102 0 0 3 65 10 0 37 117 18 0 477
4:30 PM 5 101 31 0 31 93 0 0 5 62 8 0 32 119 16 0 503
4:45 PM 5 97 41 0 24 107 1 0 3 67 4 0 30 100 20 0 499 2015
5:00 PM 8 72 29 0 31 89 4 0 1 70 8 0 53 112 29 0 506 1985
5:15 PM 10 95 31 0 18 100 0 0 4 81 11 0 30 118 27 0 525 2033
5:30 PM 3 103 22 0 27 126 3 0 2 72 26 0 36 116 16 0 552 2082
5:45 PM 7 69 28 0 19 101 1 0 4 61 8 0 34 121 14 0 467 2050
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 12 412 88 0 108 504 12 0 8 288 104 0 144 464 64 0 2208
Heavy Trucks 0 36 0 0 12 0 0 0 4 0 0 0 52Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 388
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- Norwood Dr QC JOB #: QC JOB #: 15572828
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
582 398
73 492 17
98 44 15 38
5 0.940.94 9
69 20 14 34
16 339 11
525 366
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM
0.3 0
0 0.4 0
0 0 0 0
0 0
0 0 0 0
0 0 0
0.4 0
1
1 1
0
1 0 0
0 0
0 3
1 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
Norwood DrNorwood Dr
(Eastbound)(Eastbound)
Norwood DrNorwood Dr
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 2 89 3 0 1 109 20 0 11 0 5 0 1 1 2 0 244
4:15 PM 4 72 3 0 5 122 9 0 18 0 7 0 1 0 2 0 243
4:30 PM 3 81 2 0 6 130 12 0 15 2 2 0 3 2 5 0 263
4:45 PM 3 95 3 0 5 110 18 0 9 0 1 0 4 0 2 0 250 1000
5:00 PM 2 92 2 0 5 140 21 0 8 0 6 0 2 1 2 0 281 1037
5:15 PM 5 61 3 0 2 130 24 0 10 3 3 0 3 5 4 0 253 10475:30 PM 7 101 3 0 5 115 12 0 13 1 7 0 6 3 6 1 280 1064
5:45 PM 2 85 3 0 5 107 16 0 13 1 4 0 2 0 3 0 241 1055
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 8 368 8 0 20 560 84 0 32 0 24 0 8 4 8 0 1124
Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 4 0 0 0 0 4 0 8
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 389
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- 135th St QC JOB #: QC JOB #: 15572830
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
532 399
117 326 89
750 52 96 789
350 0.920.92 595
432 30 98 513
39 251 74
455 364
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:30 PM -- 5:45 PMPeak 15-Min: 5:30 PM -- 5:45 PM
0.4 0
0 0.6 0
0.3 0 0 0.3
2.6 0.3
2.1 0 0 1.9
0 0 1.4
0.4 0.3
0
0 0
1
0 1 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
135th St135th St
(Eastbound)(Eastbound)
135th St135th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 8 58 29 0 25 77 21 0 19 99 7 0 26 115 20 0 504
4:15 PM 5 49 16 0 14 95 21 0 15 79 11 0 29 150 27 0 511
4:30 PM 8 50 17 0 21 93 28 0 21 80 5 0 27 139 26 0 515
4:45 PM 7 47 11 0 29 77 15 1 21 90 7 0 39 131 32 0 507 2037
5:00 PM 8 66 11 0 34 92 28 0 15 79 5 0 18 134 29 0 519 2052
5:15 PM 6 48 17 1 19 83 26 0 12 84 4 0 30 163 15 0 508 2049
5:30 PM 14 72 24 0 17 83 32 0 14 98 12 0 28 154 27 0 575 2109
5:45 PM 10 65 22 0 19 68 31 0 11 89 9 0 22 144 25 0 515 2117
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 56 288 96 0 68 332 128 0 56 392 48 0 112 616 108 0 2300
Heavy Trucks 0 0 4 0 0 0 0 4 0 0 4 0 12Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 390
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: US 30 -- 135th St QC JOB #: QC JOB #: 15572834
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
622 483
47 501 74
638 44 95 735
256 0.920.92 458
426 126 182 421
133 344 91
809 568
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:30 PM -- 5:45 PMPeak 15-Min: 5:30 PM -- 5:45 PM
3.9 5.8
2.1 4.2 2.7
0.3 0 2.1 0.3
1.6 0
0.9 0 0 1.9
0.8 7.6 2.2
2.6 5.1
0
0 0
0
0 0 0
0 0
1 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
US 30 US 30
(Northbound)(Northbound)
US 30 US 30
(Southbound)(Southbound)
135th St135th St
(Eastbound)(Eastbound)
135th St135th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 29 104 34 0 13 125 9 0 12 72 35 0 24 96 16 0 569
4:15 PM 30 76 26 0 13 135 7 0 19 65 40 0 44 105 16 0 576
4:30 PM 35 104 21 0 13 113 7 0 12 73 37 0 48 108 26 0 597
4:45 PM 43 90 31 0 19 119 10 0 18 66 33 0 42 80 20 0 571 2313
5:00 PM 24 84 17 0 15 122 14 0 7 66 30 0 46 103 20 0 548 2292
5:15 PM 42 93 24 0 15 104 10 0 12 63 34 0 44 119 26 0 586 2302
5:30 PM 30 97 31 0 24 155 12 0 10 64 25 0 47 108 34 0 637 2342
5:45 PM 37 70 19 0 20 120 11 0 15 63 37 0 45 128 15 0 580 2351
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 120 388 124 0 96 620 48 0 40 256 100 0 188 432 136 0 2548
Heavy Trucks 4 32 4 0 8 0 0 0 0 0 0 4 52Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 391
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Waterford Blvd -- W 127th St QC JOB #: QC JOB #: 15572836
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
0 0
0 0 0
9 0 0 44
0 0.690.69 0
12 12 44 37
9 0 37
56 46
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:30 PM -- 5:45 PMPeak 15-Min: 5:30 PM -- 5:45 PM
0 0
0 0 0
0 0 0 0
0 0
0 0 0 2.7
0 0 2.7
0 2.2
0
0 0
0
0 0 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Waterford Blvd Waterford Blvd
(Northbound)(Northbound)
Waterford Blvd Waterford Blvd
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 2 0 6 0 0 0 0 0 0 0 5 0 10 0 0 0 23
4:15 PM 5 0 10 0 0 0 0 0 0 0 3 0 7 0 0 0 25
4:30 PM 0 0 5 0 0 0 0 0 0 0 3 0 10 0 0 0 18
4:45 PM 2 0 6 0 0 0 0 0 0 0 4 0 9 0 0 0 21 87
5:00 PM 3 0 8 0 0 0 0 0 0 0 2 0 12 0 0 0 25 89
5:15 PM 2 0 9 0 0 0 0 0 0 0 2 0 11 0 0 0 24 88
5:30 PM 4 0 11 0 0 0 0 0 0 0 7 0 15 0 0 0 37 107
5:45 PM 0 0 9 0 0 0 0 0 0 0 1 0 6 0 0 0 16 102
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 16 0 44 0 0 0 0 0 0 0 28 0 60 0 0 0 148
Heavy Trucks 0 0 4 0 0 0 0 0 0 0 0 0 4Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 392
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: 248th Ave -- W 127th St QC JOB #: QC JOB #: 15572838
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
466 347
242 0 224
242 151 196 196
0 0.850.85 0
151 0 0 224
0 0 0
0 0
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM
0.4 0
0.8 0 0
0.8 0 0 0
0 0
0 0 0 0
0 0 0
0 0
1
1 0
0
0 0 1
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
248th Ave 248th Ave
(Northbound)(Northbound)
248th Ave 248th Ave
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 0 0 0 0 70 0 74 0 40 0 0 0 0 0 39 0 223
4:15 PM 0 0 0 0 46 0 49 0 40 0 0 0 0 0 42 0 177
4:30 PM 0 0 0 0 50 0 53 0 33 0 0 0 0 0 46 0 182
4:45 PM 0 0 0 0 60 0 67 0 47 0 0 0 0 0 59 0 233 815
5:00 PM 0 0 0 0 73 0 79 0 37 0 0 0 0 0 50 0 239 831
5:15 PM 0 0 0 0 49 0 46 0 36 0 0 0 0 0 51 0 182 8365:30 PM 0 0 0 0 55 0 62 0 45 0 0 0 0 0 44 0 206 860
5:45 PM 0 0 0 0 47 0 55 0 33 0 0 0 0 0 51 0 186 813
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 0 0 0 0 292 0 316 0 148 0 0 0 0 0 200 0 956
Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0Buses
Pedestrians 0 4 4 0 8
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 393
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Edward Elmhurst Health Access Dr -- W 127th St QC JOB #: QC JOB #: 15572840
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
104 49
46 0 58
46 15 34 34
0 0.660.66 0
15 0 0 58
0 0 0
0 0
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM
0 0
0 0 0
0 0 0 0
0 0
0 0 0 0
0 0 0
0 0
2
0 0
0
0 0 0
0 0
1 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Edward Elmhurst HealthEdward Elmhurst Health
Access Dr Access Dr
(Northbound)(Northbound)
Edward Elmhurst HealthEdward Elmhurst Health
Access Dr Access Dr
(Southbound)(Southbound)
W 127th StW 127th St
(Eastbound)(Eastbound)
W 127th StW 127th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotals
LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU LeftLeft ThruThru RightRight UU
4:00 PM 0 0 0 0 18 0 16 0 8 0 0 0 0 0 11 0 53
4:15 PM 0 0 0 0 15 0 13 0 6 0 0 0 0 0 6 0 40
4:30 PM 0 0 0 0 29 0 8 0 12 0 0 0 0 0 10 0 59
4:45 PM 0 0 0 0 8 0 14 0 6 0 0 0 0 0 10 0 38 190
5:00 PM 0 0 0 0 26 0 19 0 4 0 0 0 0 0 9 0 58 195
5:15 PM 0 0 0 0 14 0 16 0 5 0 0 0 0 0 7 0 42 197
5:30 PM 0 0 0 0 9 0 6 0 3 0 0 0 0 0 8 0 26 164
5:45 PM 0 0 0 0 9 0 5 0 3 0 0 0 0 0 10 0 27 153
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 0 0 0 0 104 0 76 0 16 0 0 0 0 0 36 0 232
Heavy Trucks 0 0 0 0 0 0 0 0 0 0 0 0 0
Buses
Pedestrians 0 4 0 0 4
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 394
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: Vicarage Dr -- 135th St QC JOB #: QC JOB #: 15572844
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
38 65
24 0 14
30 36 29 52
0 0.940.94 0
40 4 23 36
6 0 22
27 28
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:15 PM -- 5:30 PMPeak 15-Min: 5:15 PM -- 5:30 PM
5.3 0
8.3 0 0
6.7 0 0 1.9
0 0
0 0 4.3 0
0 0 0
3.7 0
1
0 0
5
0 0 0
1 0
1 3
0 0
0 0 1
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
Vicarage Dr Vicarage Dr
(Northbound)(Northbound)
Vicarage Dr Vicarage Dr
(Southbound)(Southbound)
135th St135th St
(Eastbound)(Eastbound)
135th St135th St
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 1 0 3 0 5 0 3 0 5 0 2 0 3 0 7 0 29
4:15 PM 1 0 6 0 7 0 14 0 6 0 1 0 2 0 8 0 45
4:30 PM 1 0 6 0 6 0 4 0 3 0 0 0 5 0 8 0 33
4:45 PM 0 0 6 0 8 0 6 0 6 0 3 0 7 0 11 0 47 154
5:00 PM 1 0 2 0 2 0 8 0 10 0 2 0 4 0 6 0 35 160
5:15 PM 1 0 7 0 4 0 4 0 11 0 1 0 8 0 6 0 42 157
5:30 PM 0 0 7 0 4 0 9 0 9 0 0 0 4 0 7 0 40 164
5:45 PM 4 0 6 0 4 0 3 0 6 0 1 0 7 0 10 0 41 158
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 4 0 28 0 16 0 16 0 44 0 4 0 32 0 24 0 168
Heavy Trucks 0 0 0 0 0 0 0 0 0 4 0 0 4Buses
Pedestrians 8 0 0 0 8
Bicycles 0 0 0 0 0 0 0 0 0 0 0 0 0
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 395
Type of peak hour being reported: User-Defined Method for determining peak hour: Total Entering Volume
LOCATION: LOCATION: S Van Dyke Rd -- Hamilton Ln QC JOB #: QC JOB #: 15572850
CITY/STATE: CITY/STATE: Plainfield, IL DATE: DATE: Tue, Sep 21 2021
25 29
0 0 25
0 0 29 41
0 0.740.74 0
0 0 12 33
0 0 8
12 8
Peak-Hour: 5:00 PM -- 6:00 PMPeak-Hour: 5:00 PM -- 6:00 PM
Peak 15-Min: 5:00 PM -- 5:15 PMPeak 15-Min: 5:00 PM -- 5:15 PM
4 3.4
0 0 4
0 0 3.4 2.4
0 0
0 0 0 3
0 0 0
0 0
0
0 3
0
0 1 0
0 0
0 0
0 0
0 0 0
N/A
N/A N/A
N/A
N/A
N/A N/A
N/A
15-Min Count15-Min CountPeriod Period Beginning AtBeginning At
S Van Dyke Rd S Van Dyke Rd
(Northbound)(Northbound)
S Van Dyke Rd S Van Dyke Rd
(Southbound)(Southbound)
Hamilton LnHamilton Ln
(Eastbound)(Eastbound)
Hamilton LnHamilton Ln
(Westbound)(Westbound)TotalTotal HourlyHourlyTotalsTotalsLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
4:00 PM 0 0 2 0 10 0 0 0 0 0 0 0 0 0 5 0 17
4:15 PM 0 0 3 0 6 0 0 0 0 0 0 0 2 0 11 0 22
4:30 PM 0 0 1 0 14 0 0 0 0 0 0 0 6 0 4 0 25
4:45 PM 0 0 3 0 6 0 0 0 0 0 0 0 1 0 3 0 13 77
5:00 PM 0 0 3 0 10 0 0 0 0 0 0 0 2 0 10 0 25 85
5:15 PM 0 0 1 0 7 0 0 0 0 0 0 0 2 0 7 0 17 805:30 PM 0 0 0 0 4 0 0 0 0 0 0 0 3 0 9 0 16 71
5:45 PM 0 0 4 0 4 0 0 0 0 0 0 0 5 0 3 0 16 74
Peak 15-MinPeak 15-MinFlowratesFlowrates
NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU
All Vehicles 0 0 12 0 40 0 0 0 0 0 0 0 8 0 40 0 100
Heavy Trucks 0 0 0 4 0 0 0 0 0 0 0 0 4Buses
Pedestrians 0 0 0 0 0
Bicycles 0 0 0 0 4 0 0 0 0 0 0 0 4
Scooters
Comments:
Report generated on 10/21/2021 12:14 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212
Page 1 of 1 396
Site Plan
397
398
CMAP 2050 Projections Letter
399
October 21, 2021
Javier Millan
Senior Consultant
Kenig, Lindgren, O’Hara and Aboona, Inc.
9575 West Higgins Road
Suite 400
Rosemont, IL 60018
Subject: 127th Street @ Van Dyke Road
IDOT
Dear Mr. Millan:
In response to a request made on your behalf and dated October 20, 2021, we have developed
year 2050 average daily traffic (ADT) projections for the subject location.
ROAD SEGMENT Current ADT Year 2050 ADT
127th St east of Van Dyke Rd 14,100 18,800
127th St east of US 30 10,800 14,500
127th St east of IL 59 9,350 11,200
IL 59 south of 127th St 33,300 37,600
Van Dyke Rd north of 127th St 5,500 8,600
Van Dyke Rd south of 127th St 9,250 13,400
US 30 south of 127th St 20,000 23,700
135th St east of US 30 11,100 18,200
135th St east of Van Dyke Rd 13,500 22,100
Traffic projections are developed using existing ADT data provided in the request letter and the
results from the June 2021 CMAP Travel Demand Analysis. The regional travel model uses
CMAP 2050 socioeconomic projections and assumes the implementation of the ON TO 2050
Comprehensive Regional Plan for the Northeastern Illinois area. The provision of this data in
support of your request does not constitute a CMAP endorsement of the proposed development or
any subsequent developments.
If you have any questions, please call me at (312) 386-8806.
Sincerely,
Jose Rodriguez, PTP, AICP
Senior Planner, Research & Analysis
cc: Rios (IDOT)
2021_CY_TrafficForecast\Plainfield\wi-40-21\wi-40-21.docx
400
Level of Service Criteria
401
LEVEL OF SERVICE CRITERIA
Signalized Intersections
Level of
Service
Interpretation
Average Control
Delay
(seconds per vehicle)
A
Favorable progression. Most vehicles arrive during the
green indication and travel through the intersection without
stopping.
10
B
Good progression, with more vehicles stopping than for
Level of Service A.
>10 - 20
C
Individual cycle failures (i.e., one or more queued vehicles
are not able to depart as a result of insufficient capacity
during the cycle) may begin to appear. Number of vehicles
stopping is significant, although many vehicles still pass
through the intersection without stopping.
>20 - 35
D
The volume-to-capacity ratio is high and either progression
is ineffective or the cycle length is too long. Many vehicles
stop and individual cycle failures are noticeable.
>35 - 55
E Progression is unfavorable. The volume-to-capacity ratio is
high and the cycle length is long. Individual cycle failures
are frequent.
>55 - 80
F The volume-to-capacity ratio is very high, progression is
very poor, and the cycle length is long. Most cycles fail to
clear the queue.
>80.0
Unsignalized Intersections
Level of Service Average Total Delay (SEC/VEH)
A 0 - 10
B > 10 - 15
C > 15 - 25
D > 25 - 35
E > 35 - 50
F > 50
Source: Highway Capacity Manual, 2010.
402
Capacity Analysis Summary Sheets
403
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 75 392 67 75 340 37 78 266 123 52 115 28
Future Volume (vph) 75 392 67 75 340 37 78 266 123 52 115 28
Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 180 180 250 0 280 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 205 210 190 155
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850 0.985 0.953 0.971
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1703 1961 1615 1805 1766 0 1736 3318 0 1421 3318 0
Flt Permitted 0.207 0.190 0.639 0.393
Satd. Flow (perm) 371 1961 1615 361 1766 0 1167 3318 0 588 3318 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 135 8 83 33
Link Speed (mph) 40 35 45 45
Link Distance (ft) 1125 2135 1316 1535
Travel Time (s) 19.2 41.6 19.9 23.3
Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80
Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 94 490 84 94 471 0 98 487 0 65 179 0
Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 2 6
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.6 39.2 39.2 10.4 39.0 10.4 23.9 11.5 25.0
Total Split (%) 12.5% 46.1% 46.1% 12.2% 45.9% 12.2% 28.1% 13.5% 29.4%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max
Act Effct Green (s) 32.5 27.7 27.7 32.2 27.5 36.4 30.4 36.4 30.3
Actuated g/C Ratio 0.38 0.33 0.33 0.38 0.32 0.43 0.36 0.43 0.36
v/c Ratio 0.40 0.77 0.14 0.40 0.82 0.18 0.39 0.20 0.15
Control Delay 17.5 33.8 1.4 17.5 37.5 14.5 16.8 17.9 19.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.5 33.8 1.4 17.5 37.5 14.5 16.8 17.9 19.4
LOS B C A B D B B B B
Approach Delay 27.4 34.2 16.4 19.0
Approach LOS C C B B
Queue Length 50th (ft) 28 231 0 28 223 25 58 20 30
Queue Length 95th (ft) 41 255 3 41 251 m47 99 44 51
404
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1045 2055 1236 1455
Turn Bay Length (ft) 180 180 250 280 145
Base Capacity (vph) 237 800 739 237 721 548 1238 326 1205
Starvation Cap Reductn 00000 00 00
Spillback Cap Reductn 00000 00 00
Storage Cap Reductn 00000 00 00
Reduced v/c Ratio 0.40 0.61 0.11 0.40 0.65 0.18 0.39 0.20 0.15
Intersection Summary
Area Type: Other
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 25.2 Intersection LOS: C
Intersection Capacity Utilization 54.8% ICU Level of Service A
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1: Van Dyke Road & 127th Street
405
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 76 399 14 49 240 55 22 262 78 56 120 40
Future Volume (vph) 76 399 14 49 240 55 22 262 78 56 120 40
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900
Storage Length (ft) 155 0 190 0 250 0 145 0
Storage Lanes 1 0 1 0 1 0 1 1
Taper Length (ft) 145 110 150 220
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.995 0.972 0.965 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1671 1855 0 1805 1768 0 1805 1767 0 1805 1887 1524
Flt Permitted 0.316 0.165 0.667 0.329
Satd. Flow (perm) 556 1855 0 314 1768 0 1267 1767 0 625 1887 1524
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 2 14 19 135
Link Speed (mph) 35 35 45 45
Link Distance (ft) 883 1887 980 2247
Travel Time (s) 17.2 36.8 14.8 34.0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles (%) 8% 2% 0% 0% 5% 2% 0% 4% 3% 0% 6% 6%
Shared Lane Traffic (%)
Lane Group Flow (vph) 89 485 0 58 347 0 26 400 0 66 141 47
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 48266
Detector Phase 7 4 3 8 5 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 22.5
Total Split (s) 11.0 33.0 9.6 31.6 9.6 32.6 9.8 32.8 32.8
Total Split (%) 12.9% 38.8% 11.3% 37.2% 11.3% 38.4% 11.5% 38.6% 38.6%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max C-Max
Act Effct Green (s) 30.9 25.7 28.7 24.6 38.8 34.4 40.9 38.8 38.8
Actuated g/C Ratio 0.36 0.30 0.34 0.29 0.46 0.40 0.48 0.46 0.46
v/c Ratio 0.31 0.86 0.30 0.67 0.04 0.55 0.17 0.16 0.06
Control Delay 17.6 44.2 18.1 32.0 13.5 24.8 11.5 14.0 0.6
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 17.6 44.2 18.1 32.0 13.5 24.8 11.5 14.0 0.6
LOS BD BC BC BBA
Approach Delay 40.1 30.0 24.1 10.9
Approach LOS D C C B
Queue Length 50th (ft) 27 234 17 152 7 173 13 28 0
Queue Length 95th (ft) 51 320 36 219 21 251 28 93 1
406
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 803 1807 900 2167
Turn Bay Length (ft) 155 190 250 145
Base Capacity (vph) 287 623 195 573 612 725 380 861 768
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.31 0.78 0.30 0.61 0.04 0.55 0.17 0.16 0.06
Intersection Summary
Area Type: Other
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 29.0 Intersection LOS: C
Intersection Capacity Utilization 63.7% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 2: Van Dyke Road & 135th Street
407
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 59 294 128 90 153 55 79 434 124 64 339 15
Future Volume (vph) 59 294 128 90 153 55 79 434 124 64 339 15
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 105 0 160 0 185 0 180 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 130 125 125 240
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.954 0.961 0.967 0.994
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1767 0 1752 1749 0 1736 1679 0 1770 1619 0
Flt Permitted 0.520 0.137 0.390 0.227
Satd. Flow (perm) 988 1767 0 253 1749 0 712 1679 0 423 1619 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 35 35 50 55
Link Distance (ft) 1073 1801 769 1118
Travel Time (s) 20.9 35.1 10.5 13.9
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 0% 2% 4% 3% 6% 0% 4% 11% 4% 2% 17% 8%
Shared Lane Traffic (%)
Lane Group Flow (vph) 65 464 0 99 228 0 87 613 0 70 389 0
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 46.0 11.0 47.4 10.4 63.5 9.5 62.6
Total Split (%) 7.4% 35.4% 8.5% 36.5% 8.0% 48.8% 7.3% 48.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Act Effct Green (s) 42.8 37.7 46.2 41.0 69.3 64.0 67.1 61.2
Actuated g/C Ratio 0.33 0.29 0.36 0.32 0.53 0.49 0.52 0.47
v/c Ratio 0.18 0.91 0.60 0.41 0.20 0.74 0.25 0.51
Control Delay 26.5 66.3 42.2 37.5 15.8 35.0 16.9 27.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.5 66.3 42.2 37.5 15.8 35.0 16.9 27.8
LOS CE DD BC BC
Approach Delay 61.5 38.9 32.6 26.2
Approach LOS E D C C
Queue Length 50th (ft) 34 368 53 150 34 436 27 234
Queue Length 95th (ft) 65 #530 92 223 64 603 53 335
408
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 993 1721 689 1038
Turn Bay Length (ft) 105 160 185 180
Base Capacity (vph) 357 564 165 577 431 826 279 762
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.18 0.82 0.60 0.40 0.20 0.74 0.25 0.51
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 39.7 Intersection LOS: D
Intersection Capacity Utilization 77.8% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: U.S. 30 & 135th Street
409
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 5 396 23 49 203 83 1 385 158 47 342 1
Future Volume (vph) 5 396 23 49 203 83 1 385 158 47 342 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900
Storage Length (ft) 225 0 285 0 225 220 255 0
Storage Lanes 1 0 1 0 1 1 1 0
Taper Length (ft) 175 175 250 300
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.992 0.957 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1857 0 1770 1702 0 1805 1852 1615 1719 1663 0
Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1805 1857 0 1770 1702 0 1805 1852 1615 1719 1663 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 55 55
Link Distance (ft) 1528 1614 4667 1415
Travel Time (s) 23.2 24.5 57.9 17.5
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 14% 100%
Shared Lane Traffic (%)
Lane Group Flow (vph) 5 445 0 52 304 0 1 410 168 50 365 0
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 2
Detector Phase 7 4 3 8 52216
Switch Phase
Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0
Minimum Split (s) 9.5 24.5 14.5 24.5 9.5 24.5 24.5 9.5 24.5
Total Split (s) 10.0 56.0 15.0 61.0 10.0 55.0 55.0 14.0 59.0
Total Split (%) 7.1% 40.0% 10.7% 43.6% 7.1% 39.3% 39.3% 10.0% 42.1%
Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5
All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max C-Max None C-Max
Act Effct Green (s) 5.5 39.9 10.2 49.7 5.6 64.2 64.2 8.7 73.3
Actuated g/C Ratio 0.04 0.28 0.07 0.36 0.04 0.46 0.46 0.06 0.52
v/c Ratio 0.07 0.84 0.41 0.50 0.01 0.48 0.23 0.47 0.42
Control Delay 67.2 61.4 71.8 37.5 65.0 32.9 28.4 77.4 25.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 67.2 61.4 71.8 37.5 65.0 32.9 28.4 77.4 25.7
LOS EE ED ECCEC
Approach Delay 61.5 42.5 31.7 32.0
Approach LOS E D C C
Queue Length 50th (ft) 5 382 46 204 1 276 98 45 200
Queue Length 95th (ft) 20 469 92 292 7 431 174 90 373
410
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1448 1534 4587 1335
Turn Bay Length (ft) 225 285 225 220 255
Base Capacity (vph) 70 656 132 673 71 848 740 119 870
Starvation Cap Reductn 0 0 0 0 00000
Spillback Cap Reductn 0 0 0 0 00000
Storage Cap Reductn 0 0 0 0 00000
Reduced v/c Ratio 0.07 0.68 0.39 0.45 0.01 0.48 0.23 0.42 0.42
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 41.3 Intersection LOS: D
Intersection Capacity Utilization 71.5% ICU Level of Service C
Analysis Period (min) 15
Splits and Phases: 4: U.S. 30 & 127th Street
411
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 9
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 220 422 259 118 151 97
Future Volume (vph) 220 422 259 118 151 97
Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900
Storage Length (ft) 90 205 200 0
Storage Lanes 1 1 1 1
Taper Length (ft) 100 195
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1787 2000 2000 1509 1736 1509
Flt Permitted 0.193 0.950
Satd. Flow (perm) 363 2000 2000 1509 1736 1509
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 142 117
Link Speed (mph) 40 45 45
Link Distance (ft) 406 1540 1616
Travel Time (s) 6.9 23.3 24.5
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Heavy Vehicles (%) 1% 0% 0% 7% 4% 7%
Shared Lane Traffic (%)
Lane Group Flow (vph) 265 508 312 142 182 117
Turn Type pm+pt NA NA Perm Prot Perm
Protected Phases 7 4 8 6
Permitted Phases 4 8 6
Detector Phase 748866
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 23.5 23.5 23.5 23.5 23.5
Total Split (s) 31.0 80.0 49.0 49.0 40.0 40.0
Total Split (%) 25.8% 66.7% 40.8% 40.8% 33.3% 33.3%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max C-Max
Act Effct Green (s) 50.0 49.0 24.3 24.3 60.0 60.0
Actuated g/C Ratio 0.42 0.41 0.20 0.20 0.50 0.50
v/c Ratio 0.68 0.62 0.77 0.34 0.21 0.14
Control Delay 32.1 30.6 57.6 8.0 20.1 4.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 32.1 30.6 57.6 8.0 20.1 4.4
LOS C C E A C A
Approach Delay 31.1 42.1 14.0
Approach LOS C D B
Queue Length 50th (ft) 138 307 230 0 76 0
Queue Length 95th (ft) 148 299 277 39 138 30
412
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 10
Lane Group EBL EBT WBT WBR SBL SBR
Internal Link Dist (ft) 326 1460 1536
Turn Bay Length (ft) 90 205 200
Base Capacity (vph) 465 1241 725 637 867 812
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.57 0.41 0.43 0.22 0.21 0.14
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2: and 6:SBL, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.77
Intersection Signal Delay: 31.0 Intersection LOS: C
Intersection Capacity Utilization 46.4% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 5: 127th Street & 248th Avenue
413
HCM 6th TWSC
6: 127th Street & Edwards Elmhurst Drive 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 1
Intersection
Int Delay, s/veh 1.4
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 67 506 361 85 28 16
Future Vol, veh/h 67 506 361 85 28 16
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 67 67 67 67 67 67
Heavy Vehicles, % 0 00000
Mvmt Flow 100 755 539 127 42 24
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 666 0 - 0 1558 333
Stage 1 - - - - 603 -
Stage 2 - - - - 955 -
Critical Hdwy 4.1 - - - 6.6 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 933 - - - 115 669
Stage 1 - - - - 515 -
Stage 2 - - - - 377 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 933 - - - 103 669
Mov Cap-2 Maneuver - - - - 236 -
Stage 1 - - - - 460 -
Stage 2 - - - - 377 -
Approach EB WB SB
HCM Control Delay, s 1.1 0 18.8
HCM LOS C
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2
Capacity (veh/h) 933 - - - 236 669
HCM Lane V/C Ratio 0.107 - - - 0.177 0.036
HCM Control Delay (s) 9.3 - - - 23.5 10.6
HCM Lane LOS A - - - C B
HCM 95th %tile Q(veh) 0.4 - - - 0.6 0.1
414
HCM 6th TWSC
7: Van Dyke Road & Hamilton Lane 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 2
Intersection
Int Delay, s/veh 0.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 14 0 21 0 446 7 13 244 0
Future Vol, veh/h 0 0 0 14 0 21 0 446 7 13 244 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 - 0 145 - - 135 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 000017000000
Mvmt Flow 0 0 0 16 0 23 0 496 8 14 271 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 547 803 136 664 - 252 271 0 0 504 0 0
Stage 1 299 299 - 500 --------
Stage 2 248 504 - 164 --------
Critical Hdwy 7.5 6.5 6.9 7.5 - 7.24 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 --------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 --------
Follow-up Hdwy 3.5 4 3.3 3.5 - 3.47 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 424 319 894 350 0 704 1304 - - 1071 - -
Stage 1 691 670 - 527 0 -------
Stage 2 740 544 - 828 0 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 406 315 894 347 - 704 1304 - - 1071 - -
Mov Cap-2 Maneuver 406 315 - 347 --------
Stage 1 691 661 - 527 --------
Stage 2 715 544 - 817 --------
Approach EB WB NB SB
HCM Control Delay, s 0 12.5 0 0.4
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 1304 - - - 347 704 1071 - -
HCM Lane V/C Ratio ----0.045 0.033 0.013 - -
HCM Control Delay (s) 0 - - 0 15.9 10.3 8.4 - -
HCM Lane LOS A - - A C B A - -
HCM 95th %tile Q(veh) 0 - - - 0.1 0.1 0 - -
415
HCM 6th TWSC
8: Van Dyke Road & Norwood Drive 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 3
Intersection
Int Delay, s/veh 2.5
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 55 293922203766818268
Future Vol, veh/h 55 293922203766818268
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length -----0130--150--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 0 0 0 38 0 0 3 20 0 4 0
Mvmt Flow 73 3 12 4 12 29 27 501 8 11 243 91
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 622 874 167 704 915 255 334 0 0 509 0 0
Stage 1 311 311 - 559 559 -------
Stage 2 311 563 - 145 356 -------
Critical Hdwy 7.5 6.5 6.9 7.5 7.26 6.9 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 6.26 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 6.26 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4.38 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 375 290 854 328 215 750 1237 - - 1066 - -
Stage 1 680 662 - 486 429 -------
Stage 2 680 512 - 849 545 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 336 281 854 313 208 750 1237 - - 1066 - -
Mov Cap-2 Maneuver 336 281 - 313 208 -------
Stage 1 665 655 - 475 420 -------
Stage 2 621 501 - 825 540 -------
Approach EB WB NB SB
HCM Control Delay, s 18 14.3 0.4 0.3
HCM LOS C B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 1237 - - 364 227 750 1066 - -
HCM Lane V/C Ratio 0.022 - - 0.242 0.07 0.039 0.01 - -
HCM Control Delay (s) 8 - - 18 22.1 10 8.4 - -
HCM Lane LOS A - - C C B A - -
HCM 95th %tile Q(veh) 0.1 - - 0.9 0.2 0.1 0 - -
416
HCM 6th TWSC
9: Vicarage Drive & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 4
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 29 428 5 7 281 14 5 0 15 46 0 22
Future Vol, veh/h 29 428 5 7 281 14 5 0 15 46 0 22
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 135 - - 125 ----0---
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 12 0 25 00000155010
Mvmt Flow 33 486 6 8 319 16 6 0 17 52 0 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 335 0 0 492 0 0 911 906 489 907 901 327
Stage 1 ------555555-343343-
Stage 2 ------356351-564558-
Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.35 7.15 6.5 6.3
Critical Hdwy Stg 1 ------6.15.5-6.15 5.5 -
Critical Hdwy Stg 2 ------6.15.5-6.15 5.5 -
Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.435 3.545 4 3.39
Pot Cap-1 Maneuver 1170 - - 1082 - - 257 278 554 253 280 696
Stage 1 ------520516-666641-
Stage 2 ------666636-505515-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1170 - - 1082 - - 241 268 554 239 270 696
Mov Cap-2 Maneuver ------241268-239270-
Stage 1 ------505502-647637-
Stage 2 ------637632-476501-
Approach EB WB NB SB
HCM Control Delay, s 0.5 0.2 13.9 20.9
HCM LOS B C
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h) 241 554 1170 - - 1082 - - 303
HCM Lane V/C Ratio 0.024 0.031 0.028 - - 0.007 - - 0.255
HCM Control Delay (s) 20.3 11.7 8.2 - - 8.4 - - 20.9
HCM Lane LOS C B A - - A - - C
HCM 95th %tile Q(veh) 0.1 0.1 0.1 - - 0 - - 1
417
HCM 6th TWSC
10: Waterford Boulevard & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Morning Peak Hour Page 5
Intersection
Int Delay, s/veh 1.1
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 599 2 26 330 5 43
Future Vol, veh/h 599 2 26 330 5 43
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 0 0 13 0 0 5
Mvmt Flow 799 3 35 440 7 57
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 802 0 1311 801
Stage 1 - - - - 801 -
Stage 2 - - - - 510 -
Critical Hdwy - - 4.23 - 6.4 6.25
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.317 - 3.5 3.345
Pot Cap-1 Maneuver - - 775 - 177 380
Stage 1 - - - - 445 -
Stage 2 - - - - 607 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 775 - 169 380
Mov Cap-2 Maneuver - - - - 169 -
Stage 1 - - - - 445 -
Stage 2 - - - - 580 -
Approach EB WB NB
HCM Control Delay, s 0 0.7 17.3
HCM LOS C
Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 169 380 - - 775 -
HCM Lane V/C Ratio 0.039 0.151 - - 0.045 -
HCM Control Delay (s) 27.2 16.2 - - 9.9 -
HCM Lane LOS D C - - A -
HCM 95th %tile Q(veh) 0.1 0.5 - - 0.1 -
418
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 44 428 158 168 534 50 99 187 137 77 271 50
Future Volume (vph) 44 428 158 168 534 50 99 187 137 77 271 50
Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 180 180 250 0 280 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 205 210 190 155
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850 0.987 0.937 0.977
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1980 1615 1787 1875 0 1805 3383 0 1805 3497 0
Flt Permitted 0.160 0.229 0.501 0.502
Satd. Flow (perm) 298 1980 1615 431 1875 0 952 3383 0 954 3497 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 168 7 146 25
Link Speed (mph) 40 35 45 45
Link Distance (ft) 1125 2135 1316 1535
Travel Time (s) 19.2 41.6 19.9 23.3
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 47 455 168 179 621 0 105 345 0 82 341 0
Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 2 6
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 35.2 35.2 11.4 37.0 9.6 23.8 9.6 23.8
Total Split (%) 12.0% 44.0% 44.0% 14.3% 46.3% 12.0% 29.8% 12.0% 29.8%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max
Act Effct Green (s) 30.8 25.7 25.7 35.5 31.4 30.4 25.8 30.2 25.7
Actuated g/C Ratio 0.38 0.32 0.32 0.44 0.39 0.38 0.32 0.38 0.32
v/c Ratio 0.23 0.72 0.27 0.58 0.84 0.25 0.29 0.20 0.30
Control Delay 12.8 30.0 4.1 19.7 33.8 18.4 14.2 17.7 22.1
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 12.8 30.0 4.1 19.7 33.8 18.4 14.2 17.7 22.1
LOS B C A B C B B B C
Approach Delay 22.3 30.7 15.2 21.3
Approach LOS C C B C
Queue Length 50th (ft) 11 181 0 45 269 34 42 26 69
Queue Length 95th (ft) 26 272 36 78 #446 69 77 57 107
419
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1045 2055 1236 1455
Turn Bay Length (ft) 180 180 250 280 145
Base Capacity (vph) 208 759 723 308 765 422 1187 419 1138
Starvation Cap Reductn 00000 00 00
Spillback Cap Reductn 00000 00 00
Storage Cap Reductn 00000 00 00
Reduced v/c Ratio 0.23 0.60 0.23 0.58 0.81 0.25 0.29 0.20 0.30
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 23.6 Intersection LOS: C
Intersection Capacity Utilization 64.9% ICU Level of Service C
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Van Dyke Road & 127th Street
420
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 52 350 30 98 595 96 39 251 74 89 326 117
Future Volume (vph) 52 350 30 98 595 96 39 251 74 89 326 117
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900
Storage Length (ft) 155 0 190 0 250 0 145 0
Storage Lanes 1 0 1 0 1 0 1 1
Taper Length (ft) 145 110 150 220
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.988 0.979 0.966 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1827 0 1805 1860 0 1805 1831 0 1805 1980 1615
Flt Permitted 0.097 0.341 0.351 0.303
Satd. Flow (perm) 184 1827 0 648 1860 0 667 1831 0 576 1980 1615
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 11 14 127
Link Speed (mph) 35 35 45 45
Link Distance (ft) 883 1887 980 2247
Travel Time (s) 17.2 36.8 14.8 34.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 0% 3% 0% 0% 0% 0% 0% 0% 1% 0% 1% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 57 413 0 107 751 0 42 353 0 97 354 127
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 48266
Detector Phase 7 4 3 8 5 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 22.5
Total Split (s) 9.6 49.4 10.6 50.4 9.6 30.4 9.6 30.4 30.4
Total Split (%) 9.6% 49.4% 10.6% 50.4% 9.6% 30.4% 9.6% 30.4% 30.4%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max C-Max
Act Effct Green (s) 45.5 40.4 48.2 43.4 36.0 31.7 37.3 34.2 34.2
Actuated g/C Ratio 0.46 0.40 0.48 0.43 0.36 0.32 0.37 0.34 0.34
v/c Ratio 0.34 0.56 0.28 0.92 0.14 0.60 0.34 0.52 0.20
Control Delay 16.4 24.9 13.3 44.6 22.5 35.5 25.4 33.0 6.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 16.4 24.9 13.3 44.6 22.5 35.5 25.4 33.0 6.2
LOS BC BD CD CCA
Approach Delay 23.8 40.7 34.1 25.9
Approach LOS CDCC
Queue Length 50th (ft) 16 179 30 414 18 198 42 204 0
Queue Length 95th (ft) 34 267 56 #650 41 302 79 305 44
421
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 803 1807 900 2167
Turn Bay Length (ft) 155 190 250 145
Base Capacity (vph) 166 823 383 859 301 590 286 677 635
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.34 0.50 0.28 0.87 0.14 0.60 0.34 0.52 0.20
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.92
Intersection Signal Delay: 32.4 Intersection LOS: C
Intersection Capacity Utilization 78.9% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 2: Van Dyke Road & 135th Street
422
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 44 256 126 182 458 95 133 344 91 74 501 47
Future Volume (vph) 44 256 126 182 458 95 133 344 91 74 501 47
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 105 0 160 0 185 0 180 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 130 125 125 240
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.950 0.974 0.969 0.987
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1781 0 1805 1844 0 1787 1725 0 1752 1806 0
Flt Permitted 0.093 0.193 0.183 0.330
Satd. Flow (perm) 177 1781 0 367 1844 0 344 1725 0 609 1806 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 35 35 50 55
Link Distance (ft) 1073 1801 769 1118
Travel Time (s) 20.9 35.1 10.5 13.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 0% 2% 0% 0% 0% 2% 1% 8% 2% 3% 4% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 48 415 0 198 601 0 145 473 0 80 596 0
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 59.3 17.2 67.0 15.0 72.7 10.8 68.5
Total Split (%) 5.9% 37.1% 10.8% 41.9% 9.4% 45.4% 6.8% 42.8%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Act Effct Green (s) 52.7 47.7 64.9 57.3 84.7 74.4 78.5 71.3
Actuated g/C Ratio 0.33 0.30 0.41 0.36 0.53 0.46 0.49 0.45
v/c Ratio 0.44 0.78 0.75 0.91 0.53 0.59 0.23 0.74
Control Delay 39.8 61.6 49.7 67.4 27.6 37.0 21.9 45.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 39.8 61.6 49.7 67.4 27.6 37.0 21.9 45.5
LOS DE DE CD CD
Approach Delay 59.3 63.0 34.8 42.7
Approach LOS E E C D
Queue Length 50th (ft) 29 388 133 591 78 383 41 542
Queue Length 95th (ft) 55 502 186 739 127 519 76 726
423
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 993 1721 689 1038
Turn Bay Length (ft) 105 160 185 180
Base Capacity (vph) 109 609 263 720 280 802 349 804
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.44 0.68 0.75 0.83 0.52 0.59 0.23 0.74
Intersection Summary
Area Type: Other
Cycle Length: 160
Actuated Cycle Length: 160
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 50.2 Intersection LOS: D
Intersection Capacity Utilization 85.6% ICU Level of Service E
Analysis Period (min) 15
Splits and Phases: 3: U.S. 30 & 135th Street
424
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 11 284 53 153 467 86 28 339 110 95 416 8
Future Volume (vph) 11 284 53 153 467 86 28 339 110 95 416 8
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900
Storage Length (ft) 225 0 285 0 225 220 255 0
Storage Lanes 1 0 1 0 1 1 1 0
Taper Length (ft) 175 175 250 300
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.976 0.977 0.850 0.997
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1833 0 1787 1853 0 1805 1852 1615 1805 1806 0
Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1805 1833 0 1787 1853 0 1805 1852 1615 1805 1806 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 55 55
Link Distance (ft) 1528 1614 4667 1415
Travel Time (s) 23.2 24.5 57.9 17.5
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles (%) 0% 1% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 12 362 0 165 594 0 30 365 118 102 456 0
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 2
Detector Phase 7 4 3 8 52216
Switch Phase
Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0
Minimum Split (s) 9.5 24.5 14.5 24.5 9.5 24.5 24.5 9.5 24.5
Total Split (s) 9.5 51.8 27.7 70.0 11.0 50.5 50.5 20.0 59.5
Total Split (%) 6.3% 34.5% 18.5% 46.7% 7.3% 33.7% 33.7% 13.3% 39.7%
Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5
All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max C-Max None C-Max
Act Effct Green (s) 5.0 36.6 18.6 55.9 7.1 59.7 59.7 13.1 69.9
Actuated g/C Ratio 0.03 0.24 0.12 0.37 0.05 0.40 0.40 0.09 0.47
v/c Ratio 0.20 0.81 0.75 0.86 0.35 0.50 0.18 0.65 0.54
Control Delay 78.4 67.3 83.3 56.3 80.4 40.2 34.6 84.9 35.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 78.4 67.3 83.3 56.3 80.4 40.2 34.6 84.9 35.7
LOS E E F E F D C F D
Approach Delay 67.6 62.2 41.3 44.7
Approach LOS E E D D
Queue Length 50th (ft) 12 339 158 513 29 268 75 98 334
Queue Length 95th (ft) 36 426 235 645 66 434 145 162 520
425
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1448 1534 4587 1335
Turn Bay Length (ft) 225 285 225 220 255
Base Capacity (vph) 60 553 276 784 88 737 643 187 842
Starvation Cap Reductn 0 0 0 0 00000
Spillback Cap Reductn 0 0 0 0 00000
Storage Cap Reductn 0 0 0 0 00000
Reduced v/c Ratio 0.20 0.65 0.60 0.76 0.34 0.50 0.18 0.55 0.54
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.86
Intersection Signal Delay: 53.8 Intersection LOS: D
Intersection Capacity Utilization 77.2% ICU Level of Service D
Analysis Period (min) 15
Splits and Phases: 4: U.S. 30 & 127th Street
426
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 9
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 151 363 499 196 224 242
Future Volume (vph) 151 363 499 196 224 242
Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900
Storage Length (ft) 90 205 200 0
Storage Lanes 1 1 1 1
Taper Length (ft) 100 195
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1805 2000 2000 1615 1805 1599
Flt Permitted 0.114 0.950
Satd. Flow (perm) 217 2000 2000 1615 1805 1599
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 231 285
Link Speed (mph) 40 45 45
Link Distance (ft) 406 1540 1616
Travel Time (s) 6.9 23.3 24.5
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles (%) 0% 0% 0% 0% 0% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 178 427 587 231 264 285
Turn Type pm+pt NA NA Perm Prot Perm
Protected Phases 7 4 8 6
Permitted Phases 4 8 6
Detector Phase 748866
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 23.5 23.5 23.5 23.5 23.5
Total Split (s) 16.0 67.0 51.0 51.0 33.0 33.0
Total Split (%) 16.0% 67.0% 51.0% 51.0% 33.0% 33.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max C-Max
Act Effct Green (s) 52.4 51.4 35.9 35.9 37.6 37.6
Actuated g/C Ratio 0.52 0.51 0.36 0.36 0.38 0.38
v/c Ratio 0.62 0.42 0.82 0.32 0.39 0.37
Control Delay 23.7 15.5 38.4 3.6 27.2 4.8
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 23.7 15.5 38.4 3.6 27.2 4.8
LOS CBDACA
Approach Delay 17.9 28.6 15.6
Approach LOS B C B
Queue Length 50th (ft) 56 156 332 0 124 0
Queue Length 95th (ft) 89 169 371 34 205 48
427
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 10
Lane Group EBL EBT WBT WBR SBL SBR
Internal Link Dist (ft) 326 1460 1536
Turn Bay Length (ft) 90 205 200
Base Capacity (vph) 296 1230 910 860 678 778
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.60 0.35 0.65 0.27 0.39 0.37
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2: and 6:SBL, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.82
Intersection Signal Delay: 21.7 Intersection LOS: C
Intersection Capacity Utilization 58.6% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 5: 127th Street & 248th Avenue
428
HCM 6th TWSC
6: 127th Street & Edwards Elmhurst Drive 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 1
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Vol, veh/h 15 572 649 34 58 46
Future Vol, veh/h 15 572 649 34 58 46
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length 200 - - - 0 0
Veh in Median Storage, # - 0 0 - 0 -
Grade, % - 0 0 - 0 -
Peak Hour Factor 66 66 66 66 66 66
Heavy Vehicles, % 0 00000
Mvmt Flow 23 867 983 52 88 70
Major/Minor Major1 Major2 Minor2
Conflicting Flow All 1035 0 - 0 1922 518
Stage 1 - - - - 1009 -
Stage 2 - - - - 913 -
Critical Hdwy 4.1 - - - 6.6 6.9
Critical Hdwy Stg 1 - - - - 5.8 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy 2.2 - - - 3.5 3.3
Pot Cap-1 Maneuver 679 - - - ~ 67 508
Stage 1 - - - - 318 -
Stage 2 - - - - 395 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver 679 - - - ~ 65 508
Mov Cap-2 Maneuver - - - - 187 -
Stage 1 - - - - 307 -
Stage 2 - - - - 395 -
Approach EB WB SB
HCM Control Delay, s 0.3 0 28.3
HCM LOS D
Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2
Capacity (veh/h) 679 - - - 187 508
HCM Lane V/C Ratio 0.033 - - - 0.47 0.137
HCM Control Delay (s) 10.5 - - - 40.2 13.2
HCM Lane LOS B - - - E B
HCM 95th %tile Q(veh) 0.1 - - - 2.3 0.5
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
429
HCM 6th TWSC
7: Van Dyke Road & Hamilton Lane 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 2
Intersection
Int Delay, s/veh 0.8
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 0 0 0 12 0 29 0 394 8 25 572 0
Future Vol, veh/h 0 0 0 12 0 29 0 394 8 25 572 0
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 - 0 145 - - 135 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74
Heavy Vehicles, % 0 00003000400
Mvmt Flow 0 0 0 16 0 39 0 532 11 34 773 0
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1107 1384 387 993 - 272 773 0 0 543 0 0
Stage 1 841 841 - 538 --------
Stage 2 266 543 - 455 --------
Critical Hdwy 7.5 6.5 6.9 7.5 - 6.96 4.1 - - 4.18 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 --------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 --------
Follow-up Hdwy 3.5 4 3.3 3.5 - 3.33 2.2 - - 2.24 - -
Pot Cap-1 Maneuver 167 145 617 203 0 723 851 - - 1008 - -
Stage 1 330 383 - 500 0 -------
Stage 2 722 523 - 560 0 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 154 140 617 198 - 723 851 - - 1008 - -
Mov Cap-2 Maneuver 154 140 - 198 --------
Stage 1 330 370 - 500 --------
Stage 2 683 523 - 541 --------
Approach EB WB NB SB
HCM Control Delay, s 0 14.5 0 0.4
HCM LOS A B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 851 - - - 198 723 1008 - -
HCM Lane V/C Ratio ----0.082 0.054 0.034 - -
HCM Control Delay (s) 0 - - 0 24.8 10.3 8.7 - -
HCM Lane LOS A - - A C B A - -
HCM 95th %tile Q(veh) 0 - - - 0.3 0.2 0.1 - -
430
HCM 6th TWSC
8: Van Dyke Road & Norwood Drive 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 3
Intersection
Int Delay, s/veh 2.2
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 44 5 20 14 9 15 16 343 11 17 494 73
Future Vol, veh/h 44 5 20 14 9 15 16 343 11 17 494 73
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length -----0130--150--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00000000000
Mvmt Flow 47 5 21 15 10 16 17 365 12 18 526 78
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 823 1012 302 707 1045 189 604 0 0 377 0 0
Stage 1 601 601 - 405 405 -------
Stage 2 222 411 - 302 640 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 269 241 700 326 231 827 984 - - 1193 - -
Stage 1 459 493 - 599 602 -------
Stage 2 766 598 - 688 473 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 249 233 700 303 224 827 984 - - 1193 - -
Mov Cap-2 Maneuver 249 233 - 303 224 -------
Stage 1 451 486 - 589 592 -------
Stage 2 726 588 - 650 466 -------
Approach EB WB NB SB
HCM Control Delay, s 20.6 15.8 0.4 0.2
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 984 - - 304 266 827 1193 - -
HCM Lane V/C Ratio 0.017 - - 0.241 0.092 0.019 0.015 - -
HCM Control Delay (s) 8.7 - - 20.6 19.9 9.4 8.1 - -
HCM Lane LOS A - - C C A A - -
HCM 95th %tile Q(veh) 0.1 - - 0.9 0.3 0.1 0 - -
431
HCM 6th TWSC
9: Vicarage Drive & 135th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 4
Intersection
Int Delay, s/veh 1.6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 36 396 4 23 699 29 6 0 22 14 0 24
Future Vol, veh/h 36 396 4 23 699 29 6 0 22 14 0 24
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 135 - - 125 ----0---
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00400000008
Mvmt Flow 38 421 4 24 744 31 6 0 23 15 0 26
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 775 0 0 425 0 0 1320 1322 423 1319 1309 760
Stage 1 ------499499-808808-
Stage 2 ------821823-511501-
Critical Hdwy 4.1 - - 4.14 - - 7.1 6.5 6.2 7.1 6.5 6.28
Critical Hdwy Stg 1 ------6.15.5-6.15.5-
Critical Hdwy Stg 2 ------6.15.5-6.15.5-
Follow-up Hdwy 2.2 - - 2.236 - - 3.5 4 3.3 3.5 4 3.372
Pot Cap-1 Maneuver 850 - - 1124 - - 135 158 635 135 161 396
Stage 1 ------557547-378397-
Stage 2 ------371391-549546-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 850 - - 1124 - - 120 148 635 124 151 396
Mov Cap-2 Maneuver ------120148-124151-
Stage 1 ------532522-361389-
Stage 2 ------340383-505521-
Approach EB WB NB SB
HCM Control Delay, s 0.8 0.3 16.4 25.1
HCM LOS C D
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h) 120 635 850 - - 1124 - - 219
HCM Lane V/C Ratio 0.053 0.037 0.045 - - 0.022 - - 0.185
HCM Control Delay (s) 36.7 10.9 9.4 - - 8.3 - - 25.1
HCM Lane LOS E B A - - A - - D
HCM 95th %tile Q(veh) 0.2 0.1 0.1 - - 0.1 - - 0.7
432
HCM 6th TWSC
10: Waterford Boulevard & 127th Street 11/05/2021
21-272 Bronk Parcel Development Synchro 11 Report
Existing Weekday Evening Peak Hour Page 5
Intersection
Int Delay, s/veh 1.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 477 12 44 697 9 37
Future Vol, veh/h 477 12 44 697 9 37
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 0 00003
Mvmt Flow 691 17 64 1010 13 54
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 708 0 1838 700
Stage 1 - - - - 700 -
Stage 2 - - - - 1138 -
Critical Hdwy - - 4.1 - 6.4 6.23
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.327
Pot Cap-1 Maneuver - - 900 - 84 438
Stage 1 - - - - 496 -
Stage 2 - - - - 308 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 900 - 78 438
Mov Cap-2 Maneuver - - - - 78 -
Stage 1 - - - - 496 -
Stage 2 - - - - 286 -
Approach EB WB NB
HCM Control Delay, s 0 0.6 23.4
HCM LOS C
Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 78 438 - - 900 -
HCM Lane V/C Ratio 0.167 0.122 - - 0.071 -
HCM Control Delay (s) 60.2 14.4 - - 9.3 -
HCM Lane LOS F B - - A -
HCM 95th %tile Q(veh) 0.6 0.4 - - 0.2 -
433
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 93 450 71 89 365 39 83 290 146 55 126 33
Future Volume (vph) 93 450 71 89 365 39 83 290 146 55 126 33
Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 180 180 250 0 280 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 205 210 190 155
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850 0.985 0.950 0.969
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1703 1961 1615 1805 1766 0 1736 3308 0 1421 3314 0
Flt Permitted 0.193 0.137 0.627 0.337
Satd. Flow (perm) 346 1961 1615 260 1766 0 1145 3308 0 504 3314 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 135 8 97 36
Link Speed (mph) 40 35 45 45
Link Distance (ft) 1125 2135 1316 1535
Travel Time (s) 19.2 41.6 19.9 23.3
Peak Hour Factor 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80 0.80
Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 116 563 89 111 505 0 104 546 0 69 199 0
Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 2 6
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 10.6 39.2 39.2 10.4 39.0 10.4 23.9 11.5 25.0
Total Split (%) 12.5% 46.1% 46.1% 12.2% 45.9% 12.2% 28.1% 13.5% 29.4%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max
Act Effct Green (s) 34.1 29.2 29.2 33.8 29.1 34.7 28.8 35.1 29.0
Actuated g/C Ratio 0.40 0.34 0.34 0.40 0.34 0.41 0.34 0.41 0.34
v/c Ratio 0.49 0.84 0.14 0.53 0.83 0.20 0.46 0.24 0.17
Control Delay 19.6 37.0 1.6 21.6 37.3 15.7 18.5 19.2 20.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.6 37.0 1.6 21.6 37.3 15.7 18.5 19.2 20.0
LOS BDACD BB BB
Approach Delay 30.2 34.4 18.0 19.8
Approach LOS C C B B
Queue Length 50th (ft) 34 269 0 32 238 27 71 22 35
Queue Length 95th (ft) 49 302 5 47 274 m51 118 46 56
434
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1045 2055 1236 1455
Turn Bay Length (ft) 180 180 250 280 145
Base Capacity (vph) 236 800 739 210 721 515 1186 288 1155
Starvation Cap Reductn 00000 00 00
Spillback Cap Reductn 00000 00 00
Storage Cap Reductn 00000 00 00
Reduced v/c Ratio 0.49 0.70 0.12 0.53 0.70 0.20 0.46 0.24 0.17
Intersection Summary
Area Type: Other
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 70
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.84
Intersection Signal Delay: 26.7 Intersection LOS: C
Intersection Capacity Utilization 59.3% ICU Level of Service B
Analysis Period (min) 15
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 1: Van Dyke Road & 127th Street
435
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 84 414 17 52 258 65 26 282 83 87 146 53
Future Volume (vph) 84 414 17 52 258 65 26 282 83 87 146 53
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900
Storage Length (ft) 155 0 190 0 250 0 145 0
Storage Lanes 1 0 1 0 1 0 1 1
Taper Length (ft) 145 110 150 220
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.994 0.970 0.966 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1671 1853 0 1805 1765 0 1805 1769 0 1805 1887 1524
Flt Permitted 0.279 0.159 0.649 0.304
Satd. Flow (perm) 491 1853 0 302 1765 0 1233 1769 0 578 1887 1524
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 3 16 19 135
Link Speed (mph) 35 35 45 45
Link Distance (ft) 883 1887 980 2247
Travel Time (s) 17.2 36.8 14.8 34.0
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles (%) 8% 2% 0% 0% 5% 2% 0% 4% 3% 0% 6% 6%
Shared Lane Traffic (%)
Lane Group Flow (vph) 99 507 0 61 380 0 31 430 0 102 172 62
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 48266
Detector Phase 7 4 3 8 5 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 22.5
Total Split (s) 11.0 33.0 9.6 31.6 9.6 32.6 9.8 32.8 32.8
Total Split (%) 12.9% 38.8% 11.3% 37.2% 11.3% 38.4% 11.5% 38.6% 38.6%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max C-Max
Act Effct Green (s) 31.5 26.3 29.3 25.2 38.0 33.8 39.4 36.2 36.2
Actuated g/C Ratio 0.37 0.31 0.34 0.30 0.45 0.40 0.46 0.43 0.43
v/c Ratio 0.37 0.88 0.31 0.71 0.05 0.60 0.29 0.21 0.09
Control Delay 18.5 45.7 18.3 33.4 13.7 26.4 13.3 16.4 0.7
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 18.5 45.7 18.3 33.4 13.7 26.4 13.3 16.4 0.7
LOS BD BC BC BBA
Approach Delay 41.2 31.3 25.6 12.6
Approach LOS D C C B
Queue Length 50th (ft) 30 243 18 167 9 191 22 65 0
Queue Length 95th (ft) 56 #350 38 243 23 274 43 109 m1
436
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 803 1807 900 2167
Turn Bay Length (ft) 155 190 250 145
Base Capacity (vph) 272 623 194 573 586 714 351 804 727
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.36 0.81 0.31 0.66 0.05 0.60 0.29 0.21 0.09
Intersection Summary
Area Type: Other
Cycle Length: 85
Actuated Cycle Length: 85
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 75
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.88
Intersection Signal Delay: 29.7 Intersection LOS: C
Intersection Capacity Utilization 66.7% ICU Level of Service C
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
m Volume for 95th percentile queue is metered by upstream signal.
Splits and Phases: 2: Van Dyke Road & 135th Street
437
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 63 315 136 126 173 58 84 460 142 68 359 16
Future Volume (vph) 63 315 136 126 173 58 84 460 142 68 359 16
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 105 0 160 0 185 0 180 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 130 125 125 240
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.955 0.962 0.965 0.993
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1768 0 1752 1749 0 1736 1677 0 1770 1618 0
Flt Permitted 0.490 0.119 0.361 0.178
Satd. Flow (perm) 931 1768 0 220 1749 0 660 1677 0 332 1618 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 35 35 50 55
Link Distance (ft) 1073 1801 769 1118
Travel Time (s) 20.9 35.1 10.5 13.9
Peak Hour Factor 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91 0.91
Heavy Vehicles (%) 0% 2% 4% 3% 6% 0% 4% 11% 4% 2% 17% 8%
Shared Lane Traffic (%)
Lane Group Flow (vph) 69 495 0 138 254 0 92 661 0 75 413 0
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 46.0 11.0 47.4 10.4 63.5 9.5 62.6
Total Split (%) 7.4% 35.4% 8.5% 36.5% 8.0% 48.8% 7.3% 48.2%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Act Effct Green (s) 44.3 39.2 47.7 42.5 67.9 62.8 65.6 60.0
Actuated g/C Ratio 0.34 0.30 0.37 0.33 0.52 0.48 0.50 0.46
v/c Ratio 0.20 0.93 0.88 0.44 0.23 0.82 0.33 0.55
Control Delay 26.3 69.0 76.0 37.5 16.6 39.9 18.9 29.5
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 26.3 69.0 76.0 37.5 16.6 39.9 18.9 29.5
LOS CE ED BD BC
Approach Delay 63.8 51.0 37.1 27.8
Approach LOS E D D C
Queue Length 50th (ft) 36 394 74 167 38 493 30 254
Queue Length 95th (ft) 68 #590 #171 249 67 #727 56 361
438
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 993 1721 689 1038
Turn Bay Length (ft) 105 160 185 180
Base Capacity (vph) 351 564 157 579 397 810 229 746
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.20 0.88 0.88 0.44 0.23 0.82 0.33 0.55
Intersection Summary
Area Type: Other
Cycle Length: 130
Actuated Cycle Length: 130
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.93
Intersection Signal Delay: 44.4 Intersection LOS: D
Intersection Capacity Utilization 83.9% ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: U.S. 30 & 135th Street
439
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 5 426 24 52 236 119 1 408 167 61 363 1
Future Volume (vph) 5 426 24 52 236 119 1 408 167 61 363 1
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900
Storage Length (ft) 225 0 285 0 225 220 255 0
Storage Lanes 1 0 1 0 1 1 1 0
Taper Length (ft) 175 175 250 300
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.992 0.950 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1857 0 1770 1692 0 1805 1852 1615 1719 1663 0
Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1805 1857 0 1770 1692 0 1805 1852 1615 1719 1663 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 55 55
Link Distance (ft) 1528 1614 4667 1415
Travel Time (s) 23.2 24.5 57.9 17.5
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 14% 100%
Shared Lane Traffic (%)
Lane Group Flow (vph) 5 479 0 55 378 0 1 434 178 65 387 0
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 2
Detector Phase 7 4 3 8 52216
Switch Phase
Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0
Minimum Split (s) 9.5 24.5 14.5 24.5 9.5 24.5 24.5 9.5 24.5
Total Split (s) 10.0 56.0 15.0 61.0 10.0 55.0 55.0 14.0 59.0
Total Split (%) 7.1% 40.0% 10.7% 43.6% 7.1% 39.3% 39.3% 10.0% 42.1%
Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5
All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max C-Max None C-Max
Act Effct Green (s) 5.5 41.7 10.2 51.5 5.6 61.6 61.6 9.6 71.5
Actuated g/C Ratio 0.04 0.30 0.07 0.37 0.04 0.44 0.44 0.07 0.51
v/c Ratio 0.07 0.87 0.43 0.61 0.01 0.53 0.25 0.56 0.46
Control Delay 67.2 62.4 72.8 39.7 65.0 35.8 30.3 80.7 27.4
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 67.2 62.4 72.8 39.7 65.0 35.8 30.3 80.7 27.4
LOS EE ED EDCFC
Approach Delay 62.5 43.9 34.2 35.1
Approach LOS E D C D
Queue Length 50th (ft) 5 410 49 260 1 312 110 58 224
Queue Length 95th (ft) 20 515 96 377 7 461 184 #115 400
440
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1448 1534 4587 1335
Turn Bay Length (ft) 225 285 225 220 255
Base Capacity (vph) 70 656 132 681 71 814 710 126 848
Starvation Cap Reductn 0 0 0 0 00000
Spillback Cap Reductn 0 0 0 0 00000
Storage Cap Reductn 0 0 0 0 00000
Reduced v/c Ratio 0.07 0.73 0.42 0.56 0.01 0.53 0.25 0.52 0.46
Intersection Summary
Area Type: Other
Cycle Length: 140
Actuated Cycle Length: 140
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.87
Intersection Signal Delay: 43.4 Intersection LOS: D
Intersection Capacity Utilization 74.3% ICU Level of Service D
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: U.S. 30 & 127th Street
441
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 9
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 233 462 324 125 160 103
Future Volume (vph) 233 462 324 125 160 103
Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900
Storage Length (ft) 90 205 200 0
Storage Lanes 1 1 1 1
Taper Length (ft) 100 195
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1787 2000 2000 1509 1736 1509
Flt Permitted 0.151 0.950
Satd. Flow (perm) 284 2000 2000 1509 1736 1509
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 151 124
Link Speed (mph) 40 45 45
Link Distance (ft) 406 1540 1616
Travel Time (s) 6.9 23.3 24.5
Peak Hour Factor 0.83 0.83 0.83 0.83 0.83 0.83
Heavy Vehicles (%) 1% 0% 0% 7% 4% 7%
Shared Lane Traffic (%)
Lane Group Flow (vph) 281 557 390 151 193 124
Turn Type pm+pt NA NA Perm Prot Perm
Protected Phases 7 4 8 6
Permitted Phases 4 8 6
Detector Phase 748866
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 23.5 23.5 23.5 23.5 23.5
Total Split (s) 31.0 80.0 49.0 49.0 40.0 40.0
Total Split (%) 25.8% 66.7% 40.8% 40.8% 33.3% 33.3%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max C-Max
Act Effct Green (s) 55.5 54.5 29.2 29.2 54.5 54.5
Actuated g/C Ratio 0.46 0.45 0.24 0.24 0.45 0.45
v/c Ratio 0.72 0.61 0.80 0.31 0.24 0.16
Control Delay 33.6 26.9 54.9 6.6 24.1 5.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 33.6 26.9 54.9 6.6 24.1 5.2
LOS C C D A C A
Approach Delay 29.1 41.4 16.7
Approach LOS C D B
Queue Length 50th (ft) 135 319 285 0 90 0
Queue Length 95th (ft) 166 294 325 36 160 33
442
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 10
Lane Group EBL EBT WBT WBR SBL SBR
Internal Link Dist (ft) 326 1460 1536
Turn Bay Length (ft) 90 205 200
Base Capacity (vph) 463 1241 725 643 788 752
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.61 0.45 0.54 0.23 0.24 0.16
Intersection Summary
Area Type: Other
Cycle Length: 120
Actuated Cycle Length: 120
Offset: 0 (0%), Referenced to phase 2: and 6:SBL, Start of Green
Natural Cycle: 60
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.80
Intersection Signal Delay: 30.7 Intersection LOS: C
Intersection Capacity Utilization 50.9% ICU Level of Service A
Analysis Period (min) 15
Splits and Phases: 5: 127th Street & 248th Avenue
443
HCM 6th TWSC
6: Vicarage Drive/Edwards Elmhurst Access Drive & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 1
Intersection
Int Delay, s/veh 3.1
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 71 536 15 8 383 90 49 0 48 30 0 17
Future Vol, veh/h 71 536 15 8 383 90 49 0 48 30 0 17
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 200 - 145 145 ----0--0
Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 67 67 92 92 67 67 92 92 92 67 92 67
Heavy Vehicles, % 0 02200222020
Mvmt Flow 106 800 16 9 572 134 53 0 52 45 0 25
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 706 0 0 816 0 0 1316 1736 800 1703 1685 353
Stage 1 ------1012 1012 - 657 657 -
Stage 2 ------304724-1046 1028 -
Critical Hdwy 4.1 - - 4.13 - - 7.33 6.53 6.23 7.3 6.53 6.9
Critical Hdwy Stg 1 ------6.13 5.53 - 6.5 5.53 -
Critical Hdwy Stg 2 ------6.53 5.53 - 6.1 5.53 -
Follow-up Hdwy 2.2 - - 2.219 - - 3.519 4.019 3.319 3.5 4.019 3.3
Pot Cap-1 Maneuver 902 - - 810 - - 125 87 384 67 94 649
Stage 1 ------288316-425461-
Stage 2 ------681429-278310-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 902 - - 810 - - 108 76 384 52 82 649
Mov Cap-2 Maneuver ------198170-141187-
Stage 1 ------254279-375456-
Stage 2 ------647424-212273-
Approach EB WB NB SB
HCM Control Delay, s 1.1 0.1 22.8 30.7
HCM LOS C D
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2
Capacity (veh/h) 198 384 902 - - 810 - - 141 649
HCM Lane V/C Ratio 0.269 0.136 0.117 - - 0.011 - - 0.318 0.039
HCM Control Delay (s) 29.7 15.8 9.5 - - 9.5 - - 42 10.8
HCM Lane LOS D C A - - A - - E B
HCM 95th %tile Q(veh) 1 0.5 0.4 - - 0 - - 1.3 0.1
444
HCM 6th TWSC
7: Van Dyke Road & Hamilton Lane 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 2
Intersection
Int Delay, s/veh 1.7
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 24 0 43 15 0 22 14 473 7 14 259 13
Future Vol, veh/h 24 0 43 15 0 22 14 473 7 14 259 13
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 - 0 145 - - 135 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 90 90 90 90 90 90 90 90 90 90 90 90
Heavy Vehicles, % 0 000017000000
Mvmt Flow 27 0 48 17 0 24 16 526 8 16 288 14
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 622 893 151 738 - 267 302 0 0 534 0 0
Stage 1 327 327 - 562 --------
Stage 2 295 566 - 176 --------
Critical Hdwy 7.5 6.5 6.9 7.5 - 7.24 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 --------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 --------
Follow-up Hdwy 3.5 4 3.3 3.5 - 3.47 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 375 283 875 310 0 688 1270 - - 1044 - -
Stage 1 665 651 - 484 0 -------
Stage 2 695 511 - 814 0 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 354 275 875 287 - 688 1270 - - 1044 - -
Mov Cap-2 Maneuver 354 275 - 287 --------
Stage 1 656 641 - 478 --------
Stage 2 662 504 - 758 --------
Approach EB WB NB SB
HCM Control Delay, s 12.2 13.6 0.2 0.4
HCM LOS B B
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 1270 - - 573 287 688 1044 - -
HCM Lane V/C Ratio 0.012 - - 0.13 0.058 0.036 0.015 - -
HCM Control Delay (s) 7.9 - - 12.2 18.3 10.4 8.5 - -
HCM Lane LOS A - - B C B A - -
HCM 95th %tile Q(veh) 0 - - 0.4 0.2 0.1 0 - -
445
HCM 6th TWSC
8: Van Dyke Road & Norwood Drive 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 3
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 58 2 25 3 10 23 21 413 6 8 237 72
Future Vol, veh/h 58 2 25 3 10 23 21 413 6 8 237 72
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length -----0130--150--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 75 75 75 75 75 75 75 75 75 75 75 75
Heavy Vehicles, % 0 0 0 0 38 0 0 3 20 0 4 0
Mvmt Flow 77 3 33 4 13 31 28 551 8 11 316 96
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 724 1001 206 793 1045 280 412 0 0 559 0 0
Stage 1 386 386 - 611 611 -------
Stage 2 338 615 - 182 434 -------
Critical Hdwy 7.5 6.5 6.9 7.5 7.26 6.9 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 6.26 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 6.26 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4.38 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 317 245 807 283 177 723 1158 - - 1022 - -
Stage 1 614 614 - 453 403 -------
Stage 2 656 485 - 808 497 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 278 236 807 262 171 723 1158 - - 1022 - -
Mov Cap-2 Maneuver 278 236 - 262 171 -------
Stage 1 599 607 - 442 393 -------
Stage 2 592 473 - 763 492 -------
Approach EB WB NB SB
HCM Control Delay, s 20.6 16 0.4 0.2
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 1158 - - 343 186 723 1022 - -
HCM Lane V/C Ratio 0.024 - - 0.33 0.093 0.042 0.01 - -
HCM Control Delay (s) 8.2 - - 20.6 26.3 10.2 8.6 - -
HCM Lane LOS A - - C D B A - -
HCM 95th %tile Q(veh) 0.1 - - 1.4 0.3 0.1 0 - -
446
HCM 6th TWSC
9: Vicarage Drive & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 4
Intersection
Int Delay, s/veh 2.9
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 42 457 5 7 309 21 5 0 16 42 0 54
Future Vol, veh/h 42 457 5 7 309 21 5 0 16 42 0 54
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 135 - - 125 ----0---
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 88 88 88 88 88 88 88 88 88 88 88 88
Heavy Vehicles, % 12 0 25 00000155010
Mvmt Flow 48 519 6 8 351 24 6 0 18 48 0 61
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 375 0 0 525 0 0 1028 1009 522 1006 1000 363
Stage 1 ------618618-379379-
Stage 2 ------410391-627621-
Critical Hdwy 4.22 - - 4.1 - - 7.1 6.5 6.35 7.15 6.5 6.3
Critical Hdwy Stg 1 ------6.15.5-6.15 5.5 -
Critical Hdwy Stg 2 ------6.15.5-6.15 5.5 -
Follow-up Hdwy 2.308 - - 2.2 - - 3.5 4 3.435 3.545 4 3.39
Pot Cap-1 Maneuver 1131 - - 1052 - - 214 242 530 217 245 664
Stage 1 ------480484-637618-
Stage 2 ------623611-466482-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 1131 - - 1052 - - 187 230 530 202 233 664
Mov Cap-2 Maneuver ------187230-202233-
Stage 1 ------460464-610613-
Stage 2 ------561606-431462-
Approach EB WB NB SB
HCM Control Delay, s 0.7 0.2 15.1 21.1
HCM LOS C C
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h) 187 530 1131 - - 1052 - - 332
HCM Lane V/C Ratio 0.03 0.034 0.042 - - 0.008 - - 0.329
HCM Control Delay (s) 24.9 12 8.3 - - 8.4 - - 21.1
HCM Lane LOS C B A - - A - - C
HCM 95th %tile Q(veh) 0.1 0.1 0.1 - - 0 - - 1.4
447
HCM 6th TWSC
10: Waterford Boulevard & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Morning Peak Hour Page 5
Intersection
Int Delay, s/veh 1.2
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 649 5 28 399 8 46
Future Vol, veh/h 649 5 28 399 8 46
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 75 75 75 75 75 75
Heavy Vehicles, % 0 0 13 0 0 5
Mvmt Flow 865 7 37 532 11 61
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 872 0 1475 869
Stage 1 - - - - 869 -
Stage 2 - - - - 606 -
Critical Hdwy - - 4.23 - 6.4 6.25
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.317 - 3.5 3.345
Pot Cap-1 Maneuver - - 729 - 141 347
Stage 1 - - - - 414 -
Stage 2 - - - - 548 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 729 - 134 347
Mov Cap-2 Maneuver - - - - 134 -
Stage 1 - - - - 414 -
Stage 2 - - - - 520 -
Approach EB WB NB
HCM Control Delay, s 0 0.7 20.1
HCM LOS C
Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 134 347 - - 729 -
HCM Lane V/C Ratio 0.08 0.177 - - 0.051 -
HCM Control Delay (s) 34.2 17.6 - - 10.2 -
HCM Lane LOS D C - - B -
HCM 95th %tile Q(veh) 0.3 0.6 - - 0.2 -
448
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 1
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 56 474 167 205 586 53 105 205 155 82 284 63
Future Volume (vph) 56 474 167 205 586 53 105 205 155 82 284 63
Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 180 180 250 0 280 0 145 0
Storage Lanes 1 1 1 0 1 0 1 0
Taper Length (ft) 205 210 190 155
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 0.95 0.95 1.00 0.95 0.95
Frt 0.850 0.988 0.935 0.973
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3375 0 1805 3484 0
Flt Permitted 0.138 0.204 0.471 0.457
Satd. Flow (perm) 257 1980 1615 384 1877 0 895 3375 0 868 3484 0
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 178 7 165 31
Link Speed (mph) 40 35 45 45
Link Distance (ft) 1125 2135 1316 1535
Travel Time (s) 19.2 41.6 19.9 23.3
Peak Hour Factor 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94 0.94
Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 60 504 178 218 679 0 112 383 0 87 369 0
Turn Type pm+pt NA Perm pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4 4 8 2 6
Detector Phase 74438 52 16
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.6 35.2 35.2 11.4 37.0 9.6 23.8 9.6 23.8
Total Split (%) 12.0% 44.0% 44.0% 14.3% 46.3% 12.0% 29.8% 12.0% 29.8%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None None C-Max None C-Max
Act Effct Green (s) 33.1 28.0 28.0 37.2 31.7 28.0 23.8 28.0 23.8
Actuated g/C Ratio 0.41 0.35 0.35 0.46 0.40 0.35 0.30 0.35 0.30
v/c Ratio 0.30 0.73 0.26 0.73 0.91 0.30 0.34 0.24 0.35
Control Delay 13.6 29.0 3.9 27.6 40.8 19.9 14.8 19.0 23.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 13.6 29.0 3.9 27.6 40.8 19.9 14.8 19.0 23.2
LOS BCACD BB BC
Approach Delay 21.8 37.6 16.0 22.4
Approach LOS C D B C
Queue Length 50th (ft) 14 204 0 55 303 37 46 29 74
Queue Length 95th (ft) 31 310 37 #113 #515 73 84 59 114
449
Lanes, Volumes, Timings
1: Van Dyke Road & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 2
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1045 2055 1236 1455
Turn Bay Length (ft) 180 180 250 280 145
Base Capacity (vph) 202 759 729 299 766 375 1118 366 1056
Starvation Cap Reductn 00000 00 00
Spillback Cap Reductn 00000 00 00
Storage Cap Reductn 00000 00 00
Reduced v/c Ratio 0.30 0.66 0.24 0.73 0.89 0.30 0.34 0.24 0.35
Intersection Summary
Area Type: Other
Cycle Length: 80
Actuated Cycle Length: 80
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 80
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 26.3 Intersection LOS: C
Intersection Capacity Utilization 68.9% ICU Level of Service C
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 1: Van Dyke Road & 127th Street
450
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 3
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 66 368 34 104 644 116 50 281 78 113 358 132
Future Volume (vph) 66 368 34 104 644 116 50 281 78 113 358 132
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 2000 1900
Storage Length (ft) 155 0 190 0 250 0 145 0
Storage Lanes 1 0 1 0 1 0 1 1
Taper Length (ft) 145 110 150 220
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.987 0.977 0.967 0.850
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1825 0 1805 1856 0 1805 1833 0 1805 1980 1615
Flt Permitted 0.092 0.333 0.258 0.214
Satd. Flow (perm) 175 1825 0 633 1856 0 490 1833 0 407 1980 1615
Right Turn on Red Yes Yes Yes Yes
Satd. Flow (RTOR) 6 12 14 143
Link Speed (mph) 35 35 45 45
Link Distance (ft) 883 1887 980 2247
Travel Time (s) 17.2 36.8 14.8 34.0
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 0% 3% 0% 0% 0% 0% 0% 0% 1% 0% 1% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 72 437 0 113 826 0 54 390 0 123 389 143
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA Perm
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 48266
Detector Phase 7 4 3 8 5 2 1 6 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5 22.5
Total Split (s) 9.6 49.4 10.6 50.4 9.6 30.4 9.6 30.4 30.4
Total Split (%) 9.6% 49.4% 10.6% 50.4% 9.6% 30.4% 9.6% 30.4% 30.4%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max C-Max
Act Effct Green (s) 47.6 42.5 50.3 45.4 33.2 28.0 34.3 30.3 30.3
Actuated g/C Ratio 0.48 0.42 0.50 0.45 0.33 0.28 0.34 0.30 0.30
v/c Ratio 0.43 0.56 0.29 0.97 0.23 0.75 0.57 0.65 0.24
Control Delay 19.1 24.1 13.0 52.6 24.3 42.8 35.2 38.5 6.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 19.1 24.1 13.0 52.6 24.3 42.8 35.2 38.5 6.2
LOS BC BD CD DDA
Approach Delay 23.4 47.8 40.5 30.9
Approach LOS CDDC
Queue Length 50th (ft) 20 193 32 490 23 225 54 229 0
Queue Length 95th (ft) 41 286 59 #760 49 #373 #104 #360 46
451
Lanes, Volumes, Timings
2: Van Dyke Road & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 4
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 803 1807 900 2167
Turn Bay Length (ft) 155 190 250 145
Base Capacity (vph) 166 822 389 858 230 523 215 598 588
Starvation Cap Reductn 0 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.43 0.53 0.29 0.96 0.23 0.75 0.57 0.65 0.24
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.97
Intersection Signal Delay: 37.3 Intersection LOS: D
Intersection Capacity Utilization 85.9% ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 2: Van Dyke Road & 135th Street
452
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 5
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 47 283 134 214 492 101 141 365 131 78 531 50
Future Volume (vph) 47 283 134 214 492 101 141 365 131 78 531 50
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900
Storage Length (ft) 105 0 160 0 185 0 180 0
Storage Lanes 1 0 1 0 1 0 1 0
Taper Length (ft) 130 125 125 240
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.952 0.974 0.960 0.987
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1785 0 1805 1844 0 1787 1714 0 1752 1806 0
Flt Permitted 0.079 0.167 0.136 0.262
Satd. Flow (perm) 150 1785 0 317 1844 0 256 1714 0 483 1806 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 35 35 50 55
Link Distance (ft) 1073 1801 769 1118
Travel Time (s) 20.9 35.1 10.5 13.9
Peak Hour Factor 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92 0.92
Heavy Vehicles (%) 0% 2% 0% 0% 0% 2% 1% 8% 2% 3% 4% 2%
Shared Lane Traffic (%)
Lane Group Flow (vph) 51 454 0 233 645 0 153 539 0 85 631 0
Turn Type pm+pt NA pm+pt NA pm+pt NA pm+pt NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 4826
Detector Phase 7 4 3 8 5 2 1 6
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 22.5 9.5 22.5 9.5 22.5 9.5 22.5
Total Split (s) 9.5 59.3 17.2 67.0 15.0 72.7 10.8 68.5
Total Split (%) 5.9% 37.1% 10.8% 41.9% 9.4% 45.4% 6.8% 42.8%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 1.0 1.0 1.0 1.0 1.0 1.0 1.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 4.5 4.5 4.5 4.5 4.5 4.5 4.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max None C-Max
Act Effct Green (s) 54.9 49.9 67.1 59.5 83.0 72.6 75.7 68.9
Actuated g/C Ratio 0.34 0.31 0.42 0.37 0.52 0.45 0.47 0.43
v/c Ratio 0.50 0.82 0.93 0.94 0.66 0.69 0.30 0.81
Control Delay 43.0 62.8 74.1 70.7 35.7 42.0 24.1 51.0
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 43.0 62.8 74.1 70.7 35.7 42.0 24.1 51.0
LOS DE EE DD CD
Approach Delay 60.8 71.6 40.6 47.8
Approach LOS E E D D
Queue Length 50th (ft) 30 420 153 631 87 469 46 606
Queue Length 95th (ft) 58 559 #273 #864 134 621 80 #830
453
Lanes, Volumes, Timings
3: U.S. 30 & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 6
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 993 1721 689 1038
Turn Bay Length (ft) 105 160 185 180
Base Capacity (vph) 103 611 251 720 236 777 282 777
Starvation Cap Reductn 0 0 0 0 0 0 0 0
Spillback Cap Reductn 0 0 0 0 0 0 0 0
Storage Cap Reductn 0 0 0 0 0 0 0 0
Reduced v/c Ratio 0.50 0.74 0.93 0.90 0.65 0.69 0.30 0.81
Intersection Summary
Area Type: Other
Cycle Length: 160
Actuated Cycle Length: 160
Offset: 0 (0%), Referenced to phase 2:NBTL and 6:SBTL, Start of Green
Natural Cycle: 100
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.94
Intersection Signal Delay: 55.9 Intersection LOS: E
Intersection Capacity Utilization 90.0% ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 3: U.S. 30 & 135th Street
454
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 7
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Volume (vph) 12 325 56 162 510 112 30 359 117 137 441 8
Future Volume (vph) 12 325 56 162 510 112 30 359 117 137 441 8
Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900
Storage Length (ft) 225 0 285 0 225 220 255 0
Storage Lanes 1 0 1 0 1 1 1 0
Taper Length (ft) 175 175 250 300
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.978 0.973 0.850 0.997
Flt Protected 0.950 0.950 0.950 0.950
Satd. Flow (prot) 1805 1837 0 1787 1845 0 1805 1852 1615 1805 1806 0
Flt Permitted 0.950 0.950 0.950 0.950
Satd. Flow (perm) 1805 1837 0 1787 1845 0 1805 1852 1615 1805 1806 0
Right Turn on Red No No No No
Satd. Flow (RTOR)
Link Speed (mph) 45 45 55 55
Link Distance (ft) 1528 1614 4667 1415
Travel Time (s) 23.2 24.5 57.9 17.5
Peak Hour Factor 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93 0.93
Heavy Vehicles (%) 0% 1% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0%
Shared Lane Traffic (%)
Lane Group Flow (vph) 13 409 0 174 668 0 32 386 126 147 483 0
Turn Type Prot NA Prot NA Prot NA Perm Prot NA
Protected Phases 7 4 3 8 5 2 1 6
Permitted Phases 2
Detector Phase 7 4 3 8 52216
Switch Phase
Minimum Initial (s) 3.0 8.0 10.0 10.0 3.0 15.0 15.0 3.0 15.0
Minimum Split (s) 9.5 24.5 14.5 24.5 9.5 24.5 24.5 9.5 24.5
Total Split (s) 9.5 51.8 27.7 70.0 11.0 50.5 50.5 20.0 59.5
Total Split (%) 6.3% 34.5% 18.5% 46.7% 7.3% 33.7% 33.7% 13.3% 39.7%
Yellow Time (s) 3.5 4.5 3.5 4.5 3.5 4.5 4.5 3.5 4.5
All-Red Time (s) 1.0 2.0 1.0 2.0 1.0 2.0 2.0 1.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 6.5 4.5 6.5 4.5 6.5 6.5 4.5 6.5
Lead/Lag Lead Lag Lead Lag Lead Lag Lag Lead Lag
Lead-Lag Optimize? Yes Yes Yes Yes Yes Yes Yes Yes Yes
Recall Mode None None None None None C-Max C-Max None C-Max
Act Effct Green (s) 5.0 39.6 19.1 59.4 6.7 53.9 53.9 15.4 66.9
Actuated g/C Ratio 0.03 0.26 0.13 0.40 0.04 0.36 0.36 0.10 0.45
v/c Ratio 0.22 0.85 0.77 0.91 0.40 0.58 0.22 0.79 0.60
Control Delay 79.2 68.2 84.3 60.6 84.5 45.7 37.8 94.3 38.9
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 79.2 68.2 84.3 60.6 84.5 45.7 37.8 94.3 38.9
LOS E E F E F D D F D
Approach Delay 68.6 65.5 46.2 51.8
Approach LOS E E D D
Queue Length 50th (ft) 13 382 166 583 31 316 89 140 382
Queue Length 95th (ft) 38 491 246 #781 70 463 153 #259 560
455
Lanes, Volumes, Timings
4: U.S. 30 & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 8
Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Internal Link Dist (ft) 1448 1534 4587 1335
Turn Bay Length (ft) 225 285 225 220 255
Base Capacity (vph) 60 556 276 782 82 665 580 193 805
Starvation Cap Reductn 0 0 0 0 00000
Spillback Cap Reductn 0 0 0 0 00000
Storage Cap Reductn 0 0 0 0 00000
Reduced v/c Ratio 0.22 0.74 0.63 0.85 0.39 0.58 0.22 0.76 0.60
Intersection Summary
Area Type: Other
Cycle Length: 150
Actuated Cycle Length: 150
Offset: 0 (0%), Referenced to phase 2:NBT and 6:SBT, Start of Green
Natural Cycle: 90
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.91
Intersection Signal Delay: 58.2 Intersection LOS: E
Intersection Capacity Utilization 82.3% ICU Level of Service E
Analysis Period (min) 15
# 95th percentile volume exceeds capacity, queue may be longer.
Queue shown is maximum after two cycles.
Splits and Phases: 4: U.S. 30 & 127th Street
456
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 9
Lane Group EBL EBT WBT WBR SBL SBR
Lane Configurations
Traffic Volume (vph) 160 437 562 208 237 257
Future Volume (vph) 160 437 562 208 237 257
Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900
Storage Length (ft) 90 205 200 0
Storage Lanes 1 1 1 1
Taper Length (ft) 100 195
Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00
Frt 0.850 0.850
Flt Protected 0.950 0.950
Satd. Flow (prot) 1805 2000 2000 1615 1805 1599
Flt Permitted 0.092 0.950
Satd. Flow (perm) 175 2000 2000 1615 1805 1599
Right Turn on Red Yes Yes
Satd. Flow (RTOR) 225 302
Link Speed (mph) 40 45 45
Link Distance (ft) 406 1540 1616
Travel Time (s) 6.9 23.3 24.5
Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85
Heavy Vehicles (%) 0% 0% 0% 0% 0% 1%
Shared Lane Traffic (%)
Lane Group Flow (vph) 188 514 661 245 279 302
Turn Type pm+pt NA NA Perm Prot Perm
Protected Phases 7 4 8 6
Permitted Phases 4 8 6
Detector Phase 748866
Switch Phase
Minimum Initial (s) 5.0 5.0 5.0 5.0 5.0 5.0
Minimum Split (s) 9.5 23.5 23.5 23.5 23.5 23.5
Total Split (s) 16.0 67.0 51.0 51.0 33.0 33.0
Total Split (%) 16.0% 67.0% 51.0% 51.0% 33.0% 33.0%
Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5
All-Red Time (s) 1.0 2.0 2.0 2.0 2.0 2.0
Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0
Total Lost Time (s) 4.5 5.5 5.5 5.5 5.5 5.5
Lead/Lag Lead Lag Lag
Lead-Lag Optimize? Yes Yes Yes
Recall Mode None None None None C-Max C-Max
Act Effct Green (s) 55.5 54.5 39.0 39.0 34.5 34.5
Actuated g/C Ratio 0.56 0.54 0.39 0.39 0.34 0.34
v/c Ratio 0.68 0.47 0.85 0.32 0.45 0.40
Control Delay 29.9 14.8 38.4 4.2 30.3 5.2
Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0
Total Delay 29.9 14.8 38.4 4.2 30.3 5.2
LOS CBDACA
Approach Delay 18.8 29.2 17.2
Approach LOS B C B
Queue Length 50th (ft) 58 183 371 8 140 0
Queue Length 95th (ft) 113 206 429 41 220 50
457
Lanes, Volumes, Timings
5: 127th Street & 248th Avenue 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 10
Lane Group EBL EBT WBT WBR SBL SBR
Internal Link Dist (ft) 326 1460 1536
Turn Bay Length (ft) 90 205 200
Base Capacity (vph) 284 1230 910 857 621 749
Starvation Cap Reductn 000000
Spillback Cap Reductn 000000
Storage Cap Reductn 000000
Reduced v/c Ratio 0.66 0.42 0.73 0.29 0.45 0.40
Intersection Summary
Area Type: Other
Cycle Length: 100
Actuated Cycle Length: 100
Offset: 0 (0%), Referenced to phase 2: and 6:SBL, Start of Green
Natural Cycle: 65
Control Type: Actuated-Coordinated
Maximum v/c Ratio: 0.85
Intersection Signal Delay: 22.7 Intersection LOS: C
Intersection Capacity Utilization 63.0% ICU Level of Service B
Analysis Period (min) 15
Splits and Phases: 5: 127th Street & 248th Avenue
458
HCM 6th TWSC
6: Vicarage Drive/Edwards Elmhurst Access Drive & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 1
Intersection
Int Delay, s/veh 6
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 16 606 52 30 688 36 33 0 30 61 0 49
Future Vol, veh/h 16 606 52 30 688 36 33 0 30 61 0 49
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 200 - 145 145 ----0--0
Veh in Median Storage, # - 0 - - 0 - - 1 - - 1 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 66 66 92 92 66 66 92 92 92 66 92 66
Heavy Vehicles, % 0 02200222020
Mvmt Flow 24 918 57 33 1042 55 36 0 33 92 0 74
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 1097 0 0 975 0 0 1553 2129 918 2147 2159 549
Stage 1 ------966966-1136 1136 -
Stage 2 ------5871163 - 1011 1023 -
Critical Hdwy 4.1 - - 4.13 - - 7.33 6.53 6.23 7.3 6.53 6.9
Critical Hdwy Stg 1 ------6.13 5.53 - 6.5 5.53 -
Critical Hdwy Stg 2 ------6.53 5.53 - 6.1 5.53 -
Follow-up Hdwy 2.2 - - 2.219 - - 3.519 4.019 3.319 3.5 4.019 3.3
Pot Cap-1 Maneuver 644 - - 705 - - 84 49 328 ~ 32 47 485
Stage 1 ------305332-218276-
Stage 2 ------464268-291312-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 644 - - 705 - - 67 45 328 ~ 27 43 485
Mov Cap-2 Maneuver ------176142-110141-
Stage 1 ------294320-210263-
Stage 2 ------375255-252300-
Approach EB WB NB SB
HCM Control Delay, s 0.3 0.3 24.2 72
HCM LOS C F
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2
Capacity (veh/h) 176 328 644 - - 705 - - 110 485
HCM Lane V/C Ratio 0.204 0.099 0.038 - - 0.046 - - 0.84 0.153
HCM Control Delay (s) 30.6 17.2 10.8 - - 10.4 - - 118.7 13.8
HCM Lane LOS D C B - - B - - F B
HCM 95th %tile Q(veh) 0.7 0.3 0.1 - - 0.1 - - 4.9 0.5
Notes
~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon
459
HCM 6th TWSC
7: Van Dyke Road & Hamilton Lane 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 2
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 15 0 33 13 0 31 48 419 8 27 588 41
Future Vol, veh/h 15 0 33 13 0 31 48 419 8 27 588 41
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length - - - 0 - 0 145 - - 135 - -
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 74 74 74 74 74 74 74 74 74 74 74 74
Heavy Vehicles, % 0 00003000400
Mvmt Flow 20 0 45 18 0 42 65 566 11 36 795 55
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 1308 1602 425 1172 - 289 850 0 0 577 0 0
Stage 1 895 895 - 702 --------
Stage 2 413 707 - 470 --------
Critical Hdwy 7.5 6.5 6.9 7.5 - 6.96 4.1 - - 4.18 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 --------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 --------
Follow-up Hdwy 3.5 4 3.3 3.5 - 3.33 2.2 - - 2.24 - -
Pot Cap-1 Maneuver 119 107 583 150 0 705 797 - - 979 - -
Stage 1 306 362 - 400 0 -------
Stage 2 592 441 - 548 0 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 102 95 583 126 - 705 797 - - 979 - -
Mov Cap-2 Maneuver 102 95 - 126 --------
Stage 1 281 349 - 367 --------
Stage 2 511 405 - 487 --------
Approach EB WB NB SB
HCM Control Delay, s 25.9 18.6 1 0.4
HCM LOS D C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 797 - - 236 126 705 979 - -
HCM Lane V/C Ratio 0.081 - - 0.275 0.139 0.059 0.037 - -
HCM Control Delay (s) 9.9 - - 25.9 38.1 10.4 8.8 - -
HCM Lane LOS A - - D E B A - -
HCM 95th %tile Q(veh) 0.3 - - 1.1 0.5 0.2 0.1 - -
460
HCM 6th TWSC
8: Van Dyke Road & Norwood Drive 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 3
Intersection
Int Delay, s/veh 2.4
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 47 5 27 15 10 16 17 412 12 18 539 77
Future Vol, veh/h 47 5 27 15 10 16 17 412 12 18 539 77
Conflicting Peds, #/hr 0 00000000000
Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free
RT Channelized - - None - - None - - None - - None
Storage Length -----0130--150--
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00000000000
Mvmt Flow 50 5 29 16 11 17 18 438 13 19 573 82
Major/Minor Minor2 Minor1 Major1 Major2
Conflicting Flow All 913 1139 328 808 1174 226 655 0 0 451 0 0
Stage 1 652 652 - 481 481 -------
Stage 2 261 487 - 327 693 -------
Critical Hdwy 7.5 6.5 6.9 7.5 6.5 6.9 4.1 - - 4.1 - -
Critical Hdwy Stg 1 6.5 5.5 - 6.5 5.5 -------
Critical Hdwy Stg 2 6.5 5.5 - 6.5 5.5 -------
Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - -
Pot Cap-1 Maneuver 232 203 674 276 193 783 942 - - 1120 - -
Stage 1 428 467 - 540 557 -------
Stage 2 727 554 - 665 448 -------
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 211 196 674 252 186 783 942 - - 1120 - -
Mov Cap-2 Maneuver 211 196 - 252 186 -------
Stage 1 420 459 - 530 546 -------
Stage 2 684 543 - 619 440 -------
Approach EB WB NB SB
HCM Control Delay, s 23.8 18.1 0.3 0.2
HCM LOS C C
Minor Lane/Major Mvmt NBL NBT NBREBLn1WBLn1WBLn2 SBL SBT SBR
Capacity (veh/h) 942 - - 274 221 783 1120 - -
HCM Lane V/C Ratio 0.019 - - 0.307 0.12 0.022 0.017 - -
HCM Control Delay (s) 8.9 - - 23.8 23.5 9.7 8.3 - -
HCM Lane LOS A - - C C A A - -
HCM 95th %tile Q(veh) 0.1 - - 1.3 0.4 0.1 0.1 - -
461
HCM 6th TWSC
9: Vicarage Drive & 135th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 4
Intersection
Int Delay, s/veh 2.3
Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR
Lane Configurations
Traffic Vol, veh/h 74 431 4 24 751 51 6 0 23 14 0 45
Future Vol, veh/h 74 431 4 24 751 51 6 0 23 14 0 45
Conflicting Peds, #/hr 0 00000000000
Sign Control Free Free Free Free Free Free Stop Stop Stop Stop Stop Stop
RT Channelized - - None - - None - - None - - None
Storage Length 135 - - 125 ----0---
Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 -
Grade, % - 0 - - 0 - - 0 - - 0 -
Peak Hour Factor 94 94 94 94 94 94 94 94 94 94 94 94
Heavy Vehicles, % 0 00400000008
Mvmt Flow 79 459 4 26 799 54 6 0 24 15 0 48
Major/Minor Major1 Major2 Minor1 Minor2
Conflicting Flow All 853 0 0 463 0 0 1521 1524 461 1509 1499 826
Stage 1 ------619619-878878-
Stage 2 ------902905-631621-
Critical Hdwy 4.1 - - 4.14 - - 7.1 6.5 6.2 7.1 6.5 6.28
Critical Hdwy Stg 1 ------6.15.5-6.15.5-
Critical Hdwy Stg 2 ------6.15.5-6.15.5-
Follow-up Hdwy 2.2 - - 2.236 - - 3.5 4 3.3 3.5 4 3.372
Pot Cap-1 Maneuver 795 - - 1088 - - 98 119 605 100 123 363
Stage 1 ------480483-345368-
Stage 2 ------335358-472482-
Platoon blocked, % - - - -
Mov Cap-1 Maneuver 795 - - 1088 - - 77 105 605 87 108 363
Mov Cap-2 Maneuver ------77105-87108-
Stage 1 ------432435-311359-
Stage 2 ------284349-408434-
Approach EB WB NB SB
HCM Control Delay, s 1.5 0.2 20.4 29.8
HCM LOS C D
Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1
Capacity (veh/h) 77 605 795 - - 1088 - - 207
HCM Lane V/C Ratio 0.083 0.04 0.099 - - 0.023 - - 0.303
HCM Control Delay (s) 55.9 11.2 10 - - 8.4 - - 29.8
HCM Lane LOS F B B - - A - - D
HCM 95th %tile Q(veh) 0.3 0.1 0.3 - - 0.1 - - 1.2
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HCM 6th TWSC
10: Waterford Boulevard & 127th Street 11/30/2021
21-272 Bronk Parcel Development Synchro 11 Report
Proposed Weekday Evening Peak Hour Page 5
Intersection
Int Delay, s/veh 1.6
Movement EBT EBR WBL WBT NBL NBR
Lane Configurations
Traffic Vol, veh/h 558 21 47 772 12 39
Future Vol, veh/h 558 21 47 772 12 39
Conflicting Peds, #/hr 0 00000
Sign Control Free Free Free Free Stop Stop
RT Channelized - None - None - None
Storage Length - - 90 - 0 0
Veh in Median Storage, # 0 - - 0 0 -
Grade, % 0 - - 0 0 -
Peak Hour Factor 69 69 69 69 69 69
Heavy Vehicles, % 0 00003
Mvmt Flow 809 30 68 1119 17 57
Major/Minor Major1 Major2 Minor1
Conflicting Flow All 0 0 839 0 2079 824
Stage 1 - - - - 824 -
Stage 2 - - - - 1255 -
Critical Hdwy - - 4.1 - 6.4 6.23
Critical Hdwy Stg 1 - - - - 5.4 -
Critical Hdwy Stg 2 - - - - 5.4 -
Follow-up Hdwy - - 2.2 - 3.5 3.327
Pot Cap-1 Maneuver - - 804 - 59 371
Stage 1 - - - - 434 -
Stage 2 - - - - 271 -
Platoon blocked, % - - -
Mov Cap-1 Maneuver - - 804 - 54 371
Mov Cap-2 Maneuver - - - - 54 -
Stage 1 - - - - 434 -
Stage 2 - - - - 248 -
Approach EB WB NB
HCM Control Delay, s 0 0.6 36.2
HCM LOS E
Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT
Capacity (veh/h) 54 371 - - 804 -
HCM Lane V/C Ratio 0.322 0.152 - - 0.085 -
HCM Control Delay (s) 100.6 16.4 - - 9.9 -
HCM Lane LOS F C - - A -
HCM 95th %tile Q(veh) 1.1 0.5 - - 0.3 -
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KLOA, Inc. Transportation and Parking Planning Consultants
9575 West Higgins Road, Suite 400 | Rosemont, Illinois 60018 p: 847-518-9990 | f: 847-518-9987
MEMORANDUM TO: Matt Brolley, PE Pulte Group, Inc.
FROM: Brendan S. May, PE, PTOE
Senior Consultant Luay R. Aboona, P.E., PTOE Principal
DATE: January 26, 2022 SUBJECT: Traffic Study Addendum Bronk Farm Residential Development
Plainfield, Illinois
This memorandum is an addendum to the traffic impact study prepared by Kenig, Lindgren, O’Hara, Aboona, Inc. (KLOA, Inc.) dated December 1, 2021 for the proposed Bronk Farm residential development in Plainfield, Illinois. The December 1, 2021 traffic impact study
evaluated the impact of the proposed development on the study area intersections during the
weekday morning and weekday evening peak periods at eight intersections within the vicinity of the site including the intersections of 127th Street with 248th Avenue and 127th Street with Waterford Boulevard.
The purposed of this addendum is to address concerns raised by the Village of Plainfield
Committee of the Whole regarding traffic flow along 127th Street especially at its intersections with 248th and Waterford Boulevard. As such, this memorandum provides additional analysis for the intersections of 127th Street with
248th Avenue and 127th Street with Waterford Boulevard during the arrival and dismissal periods
for Plainfield North High School. On a typical school day, the start time for Plainfield North High school is at 7:05 A.M. and the dismissal time is at 2:10 P.M. It should be noted that there is an early bird period which starts at 6:05 A.M. and that some students participate in after school activities.
Existing Traffic Volumes
To determine the existing traffic volumes at the intersections of 127th Street with 248th Avenue and Waterford Boulevard during the arrival and dismissal periods of school activity, weekday morning (6:00 A.M. to 9:00 A.M.) and weekday afternoon/evening (2:00 P.M. to 6:00 P.M.) traffic
counts were conducted at both intersections. The results of the traffic counts indicated that the peak hour of school arrival activity occurred from 6:30 A.M. to 7:30 A.M. and the peak hour of school dismissal activity occurred from 2:00 P.M. to 3:00 P.M.
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It should be noted that the weekday morning and weekday afternoon school hours of peak activity are the result of a 15-minute surge in traffic volumes (6:30 A.M. to 6:45 A.M.) and (2:15 P.M. to
2:30 P.M.). During the weekday morning peak period, the 15-minute surge in traffic for eastbound
left-turn movement and the westbound right-turn movement is approximately 65 percent of the total traffic performing these movements during that peak hour. During the weekday afternoon peak hour, the 15-minute surge for the southbound left and right-turn movements is approximately 55 percent of the total southbound movements during that peak hour.
Outside of the peak hours of school activities, the weekday morning peak hour of commuter traffic occurs from 7:30 A.M. to 8:30 A.M. and the weekday evening peak hour of commuter traffic occurs from 4:00 P.M. to 5:00 P.M. During the weekday morning and weekday evening peak hours of commuter traffic, the through traffic volumes along 127th Street at its intersection with
248th Avenue are approximately 35 and 70 percent greater than the weekday morning and weekday
afternoon school peak hour of school activity, respectively. Figure 1 illustrates the Year 2022 traffic volumes during the peak hours of school activity.
Field Observations
Field observations were also conducted at the two intersections during the weekday morning and weekday afternoon peak 15-minutes of school activity. The following was observed:
• During weekday morning peak 15-minute period of school activity, queues in the
eastbound direction on 127th Street regularly extended beyond Waterford Boulevard. The eastbound queues were primarily the results of the eastbound left-turn queues which extended beyond the available left-turn lane storage provided.
• During the weekday afternoon peak 15-minute period of school activity, queues in the
eastbound direction on 127th Street did not extend beyond Waterford Boulevard.
• During both peak 15-minute period of school activity, southbound left turn queues were
approximately 12 vehicles or less, with a peak queue of 15 vehicles occurring one time
during the weekday afternoon peak 15-minute period. While these peak queues would extend beyond the left-turn lane storage provided, both southbound left turn and right turn queues were able to clear the intersection with each green phase.
• Outside of 15-mintue surge in school traffic during the weekday morning peak period,
eastbound left-turn queues on 127th Street at 248th Avenue were generally contained within the left-turn lane storage provided and eastbound queues for the left-turn and through movements did not impact the operations at Waterford Boulevard. Southbound left-turn and right-turn queues cleared the intersection with each green phase.
2 465
AVENUE248THBOULEVARDWATERFORDFigure: 1
Kenig,Lindgren,O'Hara,Aboona,Inc.
Job No: 21-272
230 (71) [142] <202>107 (52) [198] <223>238 (146) [74] <157>
STREET
127TH
N
NOT TO SCALE
Plainfield, Illinois
Residential Development
Bronk Parcel
[00]
LEGEND
00
(00)- AM PEAK HOUR (7:30-8:30 AM)
- SCHOOL PM PEAK HOUR (2:00-3:00 PM)
<00>
477 (459) [272] <443>
1 (3) [6] <18>8 (4) [5] <8>46 (40) [22] <42>217 (230) [419] <636>
11 (19) [22] <42>
285 (353) [220] <328>171 (122) [208] <221>121 (197) [243] <455>
Existing Traffic Volumes
- SCHOOL AM PEAK HOUR (6:30-7:30 AM)
- PM PEAK HOUR (4:00-5:00 PM)3466
• Outside of 15-mintue surge in school traffic during the weekday evening peak period,
eastbound left-turn queues on 127th Street at 248th Avenue were generally contained within
the left-turn lane storage provided. Eastbound queues for the through movements occasionally extended beyond Waterford Boulevard, however, these queues cleared the intersection with each green phase. Furthermore, southbound left and right turn queues cleared the intersection with each green phase.
• When queues in the eastbound direction extended beyond Waterford Boulevard, vehicles turning to/from 127th Street would utilize courtesy gaps to enter the 127th Street traffic stream. These gaps were generally created when eastbound vehicles on 127th Street obeyed the Do Not Block Intersections striping provided along the roadway.
• Northbound queues from Waterford Boulevard onto 127th Street were generally two to three vehicles with a max queue of four vehicles (observed one time) and would clear with each eastbound left turn protected green phase at the signalized intersection of 127th Street
with 248th Avenue. Discussion and Recommendations The following summarizes the findings of the traffic counts and field observations conducted at the intersection of 127th Street with 248th Avenue
• The 15-minute surges in traffic due to the arrival and dismissal periods for Plainfield North High School result in increased traffic volumes and queueing at the intersection in 127th Street.
• The resulting eastbound left-turn queues due to the peak 15-minute activity of school traffic extended beyond the left-turn lane storage provided at the signalized intersection of 127th Street with 248th Avenue. These queues block through traffic along 127th Street and extend beyond Waterford Boulevard.
• It should be noted that the eastbound left-turn storage provided along 127th Street at 248th Avenue is limited given the provision of back-to-back left-turn lanes with the westbound left-turn lane on 127th Street serving Waterford Boulevard.
However, the proposed residential development will have a limited impact on the operations of this intersection, particularly during the peak hours of school activity based on the following:
• Overall, the peak hours of school activity occur outside the projected peak hour of commuter trip generation for the proposed development.
• Based on information published in the ITE Trip Generation Manual, residential
developments generate approximately 25 percent less traffic during the Plainfield North High School peak hours (6:30 A.M. to 7:30 A.M. and 2:00 P.M. to 3:00 P.M). than the roadway system peak hours (7:30 A.M. to 8:30 A.M. and 4:00 P.M. to 5:00 P.M)
4 467
• As summarized in the traffic impact study, only 25 percent of the site generated traffic is
projected to travel to/from the west through the intersection of 127th Street with 248th
Avenue of which the development is not projected to add any trips to the eastbound left-turn movement.
• Roadways providing a three-lane cross section can accommodate average daily traffic
volumes of approximately 15,000 to 17,500 vehicles. Based on information published on the IDOT Getting Around Illinois website, 127th Street along the site frontage currently carries an annual average daily traffic volumes of 11,900 vehicles (IDOT AADT 2019). As proposed the development is only projected to increase the volume of daily traffic by approximately 900 vehicles along the 127th Street frontage. As such, 127th Street along the
site frontage will continue to operate within its carrying capacity. Furthermore, the proposed connection of the Bronk Farm residential development to Tipperary Lane will benefit existing Kings Crossing residents by providing enhanced subdivision access as follows:
• As can be seen from the results of the traffic counts, 75 to 85 percent of the Kings Crossing traffic travels to/from the east on 127th Street. As such, the internal connection will allow Kings Crossing residents to turn right onto 127th Street east of 248th Avenue.
• This internal connection will also allow Kings Crossing residents to access Van Dyke Road or 135th Street directly without traversing 127th Street.
• The internal connection will allow residents that may currently drive their student to Eagle Pointe Elementary School to access the school without traversing 127th Street. However, in order to improve the flow of traffic through the intersection of 127th Street with 248th Avenue, consideration could be given to providing westbound and southbound right-turn overlap
phases. The provision of right-turn overlap phases will be beneficial based on the following:
• Would allow for westbound and southbound right-turning movement to occur during the concurrent left-turn phases which will process more vehicles through the intersection.
• Looking specifically at the weekday morning 15-minute peak surge in school activity, the provision of the westbound right-turn overlap phase will allow for right-turning movements to occur during the southbound left-turn phase. Thus, reducing the volume of opposing
traffic for eastbound left-turns movements during the shared eastbound and westbound
green phase. As a result, more vehicle to clear the intersection on the green ball reducing delays and queues.
5 468
MEMORANDUM
2280 White Oak Circle, Suite 100 • Aurora, Illinois 60502-9675 Phone: 630.862.2100 Fax: 630.862.2199 Website: www.cemcon.com
TO: Mr. Allen Persons Director of Public Works
Village of Plainfield FROM: Christopher R. Morgart, P.E., LEED AP
DATE: January 28, 2022 SUBJECT: Bronk Farm King’s Crossing Stormwater Improvement Plainfield, Illinois 402.148
Pulte Home Company (“Pulte”) engaged CEMCON, Ltd (“Cemcon”) to perform civil engineering design for Pulte’s proposed development of Bronk Farm. In the course of our design work, Pulte, in coordination with the Village and nearby residents, engaged Cemcon to review the drainage concerns associated with the adjacent King’s Crossing subdivision (“Kings Crossing”). Cemcon reviewed approved engineering plans and stormwater reports provided by the Village for both Kings Crossing and Wilding Pointe (subdivision south of Bronk Farm and Kings Crossing). Based on our review of that documentation, there are two interconnected detention basins to manage the stormwater
runoff for Kings Crossing. “Basin 1” is a small linear basin located along the west property line in the middle of King’s Crossing. Basin 1 has a restricted outfall which drains via storm sewer to “Basin 2,” which is the larger basin located along the south
property line of King’s Crossing. Basin 2 has two points of outfall: i) a low flow pipe at elevation 638.0 with a 6” restrictor which drains south to the Wilding Pointe subdivision (“Low Flow Discharge”); and ii) a high flow discharge pipe with an elevation of 641.0
drains north through several lots along the east property line in Kings Crossing to an outfall structure located approximately 200’ north of Tipperary Lane (“High Flow Discharge”). This outfall structure for the High Flow Discharge has a 12.5” restrictor and drains at grade into Bronk Farm. Based on extended discussions with the homeowners and the Village, it is our understanding that an existing 48” storm sewer drains the runoff from most of the subdivision (“48” Storm Sewer”). This 48” Storm Sewer is submerged by approximately 3.5’ at its outfall in Basin 2. During certain rain events, water fills the 48” Storm Sewer (roughly elevation 638.5) and the 48” Storm Sewer switches from gravity flow to pressure flow. Under pressure flow the 48’ Storm Sewer creates a surcharge condition
which negatively impacts adjacent homes in Kings Crossing. Sump pumps in several homes adjacent to the 48” Storm Sewer run constantly and for several days, generally lasting until Basin 2 returns to the normal water level of 638.0 (“NWL”).
Collectively, the neighbors, Village, and Cemcon believe that lowering the NWL of Basin 2 will reduce the frequency and duration of negative impacts to existing residents
associated with the stormwater design in Kings Crossing.
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Mr. Allen Persons January 28, 2022 Page 2
Cemcon has relied on information from approved plans provided by the Village to model
the stormwater design for Bronk Farm. Based on Cemcon’s model, several improvements are needed to lower the NWL in the Kings Crossing basin without negatively impacting downstream properties. Pulte has agreed to bear the financial
burden of these improvements, which have been incorporated into the Preliminary Engineering Plans for Bronk Farm (collectively the “Kings Crossing Stormwater Improvement”):
• The High Flow Discharge will be plugged and abandoned. This will eliminate a
second surcharged pipe adjacent to the existing homeowners. Any existing open lid frame and grates will be replaced with closed lid grates to eliminate any inflow of water into the abandoned pipe.
• A new outfall sewer (“New Outfall”) with a restrictor manhole will be constructed at the southeast corner of Basin 2. This new outfall will be constructed to allow Basin 2 to drain down to a minimum elevation of 635.5.
• Approximately 1200 LF of storm sewer will be constructed between the New Outfall and the Bronk Farm stormwater facility located in Outlot E.
• Equalizer pipes will be constructed between all Bronk Farm detention facilities to
allow excess storage in Bronk Farm to be utilized by King’s Crossing.
• Pulte will oversize the Bronk Farm stormwater facilities to accommodate, at a minimum, 5.3-acre feet of stormwater detention from Kings Crossing associated with lowering the NWL in Basin 2. Through final engineering design for Bronk Farm, to the extent that the Bronk Farm stormwater facilities can accommodate more than 5.3-acre feet of stormwater detention from Kings Crossing, Pulte will coordinate with the Village to accommodate additional stormwater detention from Kings Crossing.
• Pulte will coordinate with the Village and the Kings Crossing HOA in an effort to accommodate excavated material that may be generated by the Village, or the HOA associated with dredging or excavation in Basin 2. Pulte is under no obligation to receive excavated material if Pulte believes that it cannot use the excavated material or if the excavated material would impair Pulte’s development activities.
Pulte’s construction of the Kings Crossing Stormwater Improvement is contingent upon and will require certain third-party participation (collectively “Third Party Obligations”).
• Pulte’s entrance upon property in Kings Crossing, and thereby Pulte’s obligation to construct the Kings Crossing Stormwater Improvements, is
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Mr. Allen Persons January 28, 2022 Page 3
contingent on the HOA granting or causing private homeowners to grant such easements as Pulte deems necessary and appropriate to permit Pulte to
construct the Kings Crossing Stormwater Improvements.
• Neither Cemcon nor Pulte have verified the current as-built condition of Basin 1 or Basin 2, including side slopes, safety ledge, or currently available volume. The Village or Kings Crossing HOA shall be responsible for
verification of existing conditions in Kings Crossing. Any improvements required, beyond the scope of the Kings Crossing Improvements to be constructed by Pulte, shall be the responsibility of a third party to be
determined by the Village and the Kings Crossing HOA
• The Kings Crossing Stormwater Improvement will lower the NWL of Basin 2 and expose side slopes historically submerged underwater. Vegetation of side slopes shall be the responsibility of a third party to be determined by the Village and the Kings Crossing HOA
• The Kings Crossing Stormwater Improvement will result in new storm sewer infrastructure in Kings Crossing. Pulte will convey the stormwater infrastructure constructed by Pulte in Kings Crossing to the Village. The
Village and the HOA shall determine who shall be responsible for the operation and maintenance of the new stormwater infrastructure. Pulte and Cemcon believe that the Kings Crossing Stormwater Improvements will ultimately improve ongoing stormwater issues for residents in crossing by virtue of the following:
• Creation of approximately 6.5 acre-feet of additional stormwater storage volume between the new normal water level of 635.5 to the old NWL of 638.0. This allows the smaller more frequent storms (up to approximately the
10-year, 2-hour storm event) to be contained below the 638.0 elevation. As such, the homeowner’s sump pumps should run less frequently.
• Reduces the drawdown time of Basin 2 to elevation 638.0 from approximately 190 hours to 74 hours. Sump pumps should run for a shorter duration after a large storm event.
• No increased flows to downstream properties as the restrictors for the Bronk Farm basins will not be upsized for the King’s Crossing flow.
However, Pulte and Cemcon make no representation or warranty that the Kings Crossing Stormwater Improvements will eliminate all of the stormwater issues in Kings Crossing.
H:\402148\LETTERS\2022-01-25 Persons @ Village of Plainfield - Bronk Farm - King's Crossing Improvement - Memo.docx
471
2022 IRISH PARADE
STAFF REPORT
EVENT:
2022 Irish Parade
DATE/TIME:
Sunday, March 13th, 2022 @ 1:00 PM
LOCATION:
The Irish Parade steps off from Plainfield Central High School at 1:00 p.m. and travels
north on James Street, east on Lockport Street, south on Illinois Street, west on
Commercial Street, and returns to Plainfield Central High School.
Unlike past years, the event is not requesting the closure of Des Plaines Street south of
Lockport Street to host various sponsor / family oriented activities. Des Plaines Street
north of Lockport Street between Lockport St. and the service alley will be closed
beginning at 9 am on March 13th to accommodate bleacher setup for seating. The
bleachers will be removed and Des Plaines St opened shortly after the parade ends.
ORGANIZER(S):
Village Preservation Association
Thomas Ruane, representative.
SYNOPSIS:
2022 will mark the 18th annual Irish Parade in Plainfield. The event did not take place in
2020 or 2021 due to COVID-19. This event is the first of the special event season. The
parade steps off from PCHS at 1:00 PM on Sunday. With a maximum of 80 entries, the
parade normally takes approximately 90 minutes from start to finish. 2018’s Parade had
75 entries and lasted under 1 ½ hours.
Crowd size in past years has been heavily influenced by weather. Typical crowd size has
been estimated between 4,000 (poor weather conditions) and 8,000 people (favorable
weather conditions).
POSITIVES:
Weather permitting, the parade and associated St. Patrick’s Day events bring several
thousand people to the downtown area. The parade has become the kick-off for the
Plainfield special events season.
472
The footprint of the Irish Parade allows for east/west traffic on Route 126 to remain open,
minimizing traffic related issues related to the parade.
POTENTIAL NEGATIVES/OBSTACLES:
Weather is the largest factor in attendance at the Irish Parade.
Village Manpower costs for the 2019 Irish Parade were:
Police Department=$2,080.43
Public Works=$2,452.41
PEMA=$1,176.50
TOTAL:$5,709.34
RECOMMENDATION:
Staff recommends the Board move to approve the 2022 Irish Parade with the following
stipulations:
1) Organizers agree to limit the size of the parade to 80 entries.
2) Organizers warn all participants that throwing of items to the crowd is forbidden
and any entry reported to violate this provision be banned from the following year’s
parade.
3) Organizers need to place sufficient notice in the local media in advance of the
event and distribute a flyer/notice to residents and businesses along the parade
route to minimize parking and street closure conflicts.
Attachments:
Map of parade route/closure.
Letter from Thomas Ruane
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14722 Naperville Road #100
Sources: Esri, HERE, Garmin, Intermap, increment P Corp., GEBCO, USGS,
FAO, NPS, NRCAN, GeoBase, IGN, Kadaster NL, Ordnance Survey, Esri
World Imagery
Low Resolution 15m Imagery
High Resolution 60cm Imagery
High Resolution 30cm Imagery
Citations
30cm Resolution Metadata
SubAddresses
Village Address Points
Parcels
Subdivisions
Plainfield Municipal Boundary
1/7/2022, 3:17:01 PM
0 0.01 0.020.01 mi
0 0.02 0.040.01 km
1:1,128
Plainfield Staff
County of Will, Esri, HERE, Garmin, INCREMENT P, USGS, EPA, USDA | Plainfield GIS | Will County GIS | NPMS National Repository | County of Will, Maxar, Microsoft |480
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MEMO TO: President Argoudelis and Board of Trustees FROM: James B. Harvey, Tracy, Johnson & Wilson DATE: February 1, 2022 RE: Proposed Ordinance Authorizing the Execution of a Deed Conveying Lot 2 in the Plainfield Business Park Subdivision
Village staff respectfully submits the proposed Ordinance Authorizing the Execution of a Deed Conveying Lot 2 in the Plainfield Business Park Subdivision for consideration at the February 7,
2022 Village Board meeting.
The Development Agreement with Northern Builders and Plainfield Northern LLC approved on May of 2018 and amended in December of 2020 provides that Northern Builders will have the opportunity to develop property owned by the Village along Wood Farm Road as a business park
with industrial buildings and to acquire that property for this purpose, in exchange for its
obligation to construct a new PEMA facility for the Village on a portion of the Wood Farm Road property to be retained by the Village. Under the current provisions of the Development Agreement, Northern has the right to receive conveyances of portions of the property as it obtains final plat approval for the property together with contracts to construct buildings for sale
or lease on the property. The Final Plat for the Plainfield Business Park Subdivision was
approved in December of 2020, and covers the property subject to the Development Agreement. Northern has advised the Village that it has a contract for the construction of a building for Advantage Ave LLC on Lot 2 within the subdivision.
Based on the plat approval and the construction contract obtained by Northern, Northern now has
the right under Section 3.D.2 of the Development Agreement to receive a conveyance of Lot 2 within the Plainfield Business Park Subdivision. The proposed ordinance authorizes the Village President to execute a special warranty deed in order to make this conveyance.
I move for approval of the Ordinance Authorizing the Execution of a Deed Conveying Lot 2 in the Plainfield Business Park Subdivision
493
ORDINANCE NO. AN ORDINANCE AUTHORIZING THE EXECUTION OF A DEED CONVEYING LOT 2
IN THE PLAINFIELD BUSINESS PARK SUBDIVISION WHEREAS, the Village of Plainfield is a home rule unit of government within the meaning of the Section 6(a) of Article VII of the Constitution of the State of Illinois, and is authorized pursuant thereto to exercise any power and perform any function pertaining to
its government and affairs, including the power to acquire and sell real estate pursuant to
contract on such terms as the Corporate Authorities shall authorize; and WHEREAS, the Village of Plainfield and Northern Builders, Inc. and Plainfield Northern LLC (collectively “Developer”) have heretofore entered into a certain
development agreement approved on May 21, 2018 (the “Development Agreement”) governing among other things the development of certain property presently owned by the Village of Plainfield and the ultimate conveyance of portions of the property subject thereto to the Developer; and
WHEREAS, pursuant to the Development Agreement, the Developer submitted
a final plat of subdivision (“Final Plat”) of the property subject to the Development Agreement, which was approved by the Corporate Authorities on December 7, 2020 and thereafter recorded with the Will County Recorder’s Office as Document No. R2021009636; and
WHEREAS, Developer has notified the Village that it has obtained a signed contract to construct a building on Lot 2 within the Final Plat; and WHEREAS, pursuant to Section 3.D.2., based upon the approval and recording
of the final plat and the Developer’s notification to the Village that it has obtained a
signed lease or a signed contract to construct a building upon a portion of the property included within the Final Plat, the Village shall thereafter take such actions as are necessary to authorize the conveyance by special warranty deed of such property, subject to easements and rights of way created by the Final Plat; and
WHEREAS, a copy of the proposed deed of conveyance of Lot 2 within the Final Plat contemplated by the Development Agreement is attached hereto and incorporated herein by reference as Exhibit A.
NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS AS FOLLOWS: Section 1: Recitals - The foregoing recitals are hereby incorporated into this
Ordinance as if fully set forth herein. Section 2: Execution – The Village President be and is hereby authorized and directed to execute the Special Warranty Deed in substantially the form attached hereto and incorporated herein as Exhibit A, together with any other customary documents
494
required in connection with the conveyance and the recording of such deed, and the Village Clerk is hereby authorized and directed to attest thereto.
Section 3: Severability - The various portions of this Ordinance are hereby
expressly declared to be severable, and the invalidity of any such portion of this Ordinance shall not affect the validity of any other portions of this Ordinance, which shall be enforced to the fullest extent possible.
Section 4: Repealer - All ordinances or portions of ordinances previously
passed or adopted by the Village of Plainfield that conflict with or are inconsistent with the provisions of this Ordinance are hereby repealed. Section 5: Effective Date – This Ordinance shall be in full force and effect from
and after its passage and approval. PASSED THIS ______ DAY OF ____________, 2022.
AYES:
NAYS: ABSENT:
APPROVED THIS ______ DAY OF ____________, 2022.
VILLAGE PRESIDENT ATTEST:
VILLAGE CLERK
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This instrument prepared by:
Richard E. Vogel Tracy, Johnson & Wilson 2801 Black Road, Fl. 2 Joliet, IL 60435
After recording, return to: Plainfield Northern LLC Attn: Robert D. Tuerk 5060 River Road
Schiller Park, IL 60176
SPECIAL WARRANTY DEED
THIS SPECIAL WARRANTY DEED is made this _______ day of _____________, 2022, by VILLAGE OF PLAINFIELD, an Illinois municipal corporation, of 24401 W. Lockport Street,
Plainfield, Illinois 60544 (“Grantor”), and PLAINFIELD NORTHERN LLC, an Illinois limited
liability company, of 5060 River Road, Schiller Park, Illinois 60176 (“Grantee”). WITNESSETH, that Grantor, for and in consideration of the sum of Ten and no/100 Dollars ($10.00) and other good and valuable consideration in hand paid by Grantee, the receipt and
sufficiency of which is hereby acknowledged, by these presents does GRANT, BARGAIN, SELL,
REMISE, RELEASE, ALIEN AND CONVEY unto the Grantee, its successors and assigns, FOREVER, all the following described real estate, situated in the County of Will and State of Illinois, more particularly described as follows:
(See legal description attached hereto as Exhibit “A”)
Together with all and singular the hereditaments and appurtenances thereunto belonging, or in anywise appertaining, and the reversion and reversions, remainder and remainders, rents, issues and profits thereof, and all the estate, right, title, interest and claim or demand whatsoever, of the
Grantor, either in law or in equity, of, in and to the above-described premises, with the hereditaments
and appurtenances. TO HAVE AND TO HOLD the said premises as above described, with the appurtenances, unto the Grantee, its successors and assigns forever.
And Grantor, for itself, and its successors, does covenant, promise and agree, to and with Grantee, its successors and assigns, that it has not done or suffered to be done, anything whereby the said premises hereby granted are, or may be, in any manner encumbered or charged, except as set forth in the “Permitted Title Exceptions” on Exhibit “B” attached hereto and made a part hereof; and
that subject to such Permitted Title Exceptions, the Grantor will warrant and forever defend the said
premises for the period that Grantor owned title to the premises against all persons lawfully claiming by, through or under the Grantor, but not otherwise.
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IN WITNESS WHEREOF, said Grantor has caused its name to be signed to the presents the
day and year first above written. VILLAGE OF PLAINFIELD, an Illinois Municipal Corporation
By: JOHN F. ARGOUDELIS, Village President ATTEST:
MICHELLE GIBAS, Village Clerk
STATE OF ILLINOIS )
) SS. COUNTY OF WILL ) I, the undersigned, a Notary Public in and for said County and State do hereby certify that
JOHN F. ARGOUDELIS, personally known to me to be the Village President of the Municipal
Corporation that is the Grantor, and MICHELLE GIBAS, personally known to me to be the Village Clerk of said Municipal Corporation, and personally known to me to be the same persons whose names are subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that as such Village President and Village Clerk, signed and delivered the said
instrument as Village President and Village Clerk of said Municipal Corporation, as their free and
voluntary act, and as the free and voluntary act of said Municipal Corporation, for the uses and purposes therein set forth. Given under my hand and Notarial Seal, this _______ day of ____________, 2022.
Notary Public
My commission expires on __________________. Mail tax bills to: Exempt under provisions of Paragraph (b)
Plainfield Northern LLC Section 31-45, Real Estate Transfer Tax Law
5060 River Road Schiller Park, IL 60176 Buyer, Seller or Representative Date:___________________________
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EXHIBIT A
Legal Description LOT 2 IN THE FINAL PLAT OF PLAINFIELD BUSINESS PARK SUBDIVISION, BEING A
SUBDIVISION OF THAT PART OF THE SOUTHEAST 1/4 OF SECTION 9, TOWNSHIP 36
NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED JANUARY 25, 2021, AS DOCUMENT R2021-9636, IN WILL COUNTY, ILLINOIS.
A SUBDIVISION OF THE FOLLOWING DESCRIBED LAND;
THAT PART OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 9 EAST OF THE THIRD PRINCIPAL MERIDIAN, NORTH AND SOUTH OF THE INDIAN BOUNDARY LINE, DESCRIBED AS FOLLOWS: BEGINNING AT A POINT ON THE EAST AND WEST HALF
SECTION LINE OF SAID SECTION 9 THAT IS 72.6 FEET EAST OF THE CENTER OF SAID
SECTION, SAID POINT BEING THE CENTER OF VAN DYKE ROAD; THENCE SOUTH ALONG THE CENTER OF VAN DYKE ROAD A DISTANCE OF 1132.56 FEET; THENCE EAST 609 FEET TO THE WEST LINE OF THE RIGHT OF WAY OF THE ELGIN, JOLIET AND EASTERN RAILWAY COMPANY, (FORMERLY THE GARDNER, COAL CITY AND
NORTHERN RAILWAY); THENCE NORTHERLY ALONG SAID RIGHT OF WAY LINE AND
ALONG THE WEST LINE OF THE RIGHT OF WAY OF THE JOLIET, AURORA AND NORTHERN RAILWAY TO THE NORTH LINE OF SAID SECTION 9; THENCE WEST 522.3 FEET TO THE CENTER OF VAN DYKE ROAD; THENCE SOUTH ALONG THE CENTER LINE OF VAN DYKE ROAD TO THE POINT OF BEGINNING, EXCEPTING THEREFROM
THE SOUTH 33 FEET THEREOF, AND FURTHER EXCEPT THAT PART CONVEYED TO
THE COMMONWEALTH EDISON COMPANY BY DOCUMENT NO. 921373, AND FURTHER EXCEPTING THE NORTH 735 FEET THEREOF, ALL IN WILL COUNTY, ILLINOIS. PIN: 06-03-09-200-015-0000 (part of)
Address: SEC Depot Drive and New Van Dyke Road, Plainfield, Illinois 60544
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EXHIBIT B
Permitted Exceptions 1. General real estate taxes for the year 2020 and subsequent years;
2. Public and utility easements which serve the premises; 3. Public roads and highways, if any; and
4. Declaration of Protective Covenants recorded as Document No. 2021020751.
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MEMORANDUM
To: Mayor Argoudelis and Trustees
From: Joshua, Village Administrator
Date: February 7, 2022
Re: PEMA Building – Change Orders
Background Findings
As was discussed at the January 3rd Village Board meeting, Northern Builders has inquired as to cost sharing in the
commodity related overages on the PEMA Building. During the January 3rd meeting the Board approved a change
order authorizing modifications to the building, as requested by staff. The Board was not able to arrive at a
consensus on the commodity related overage change order as requested by Northern. As a follow up to the January
3rd discussion, Northern Builders is requesting the amended change order (now showing 50% of the overages) be
considered by the Village Board. The change order presented during the January 3rd meeting was in the amount of
$132,804. With these being commodity related costs, Northern is must pay the full amount, regardless of what the
Board decides as it relates to this change order. Northern has provided additional details as it relates to those costs
in the attached email.
Policy Considerations
According to Section 2-76 of the Village Code of Ordinances, the Village Administrator shall make a recommendation
to the President and Board of Trustees on purchases over the $10,000 statutory limit. The Board has the right to
accept or reject any or all proposals.
Financial Considerations
Total costs for the commodity related overages (as shown on the revised “Change Order #3) come to $66,402.
Again, Northern wishes to further discuss these items with the Board.
The cost of the change order can be funded within the Village’s Capital Fund – Building Improvements expenditure
line item and would not be incurred until FY 23.
Recommendation
It is the Board’s discretion as to what amount, if any, is palatable to cover commodity related overages as outlined
in Change Order #3 in the amount of $66,402.
Attached are the following:
Change Order #3
January 26th email from Northern regarding project overages
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PEMA 1/6/2022
21-006
Change Order #3
04/05/21: Village approves the PEMA site plan, office plan, outline specifications, and construction agreement
07/01/21: NBI Permit Submittal of full architectural, structural, civil, and MEP drawings following the 6/17/21 client review/approval
structural, and MEP redesign. Northern proceeds with project redesign and updated pricing.
11/16/21: Northern presents pricing to Plainfield for a) Requested design revisions and scope changes b) the three commodity price increases
that occurred during the project redesign that was requested 6.5 months after the Village Board's 4/5/21 Plan Approval and 2.0 months after
Staff's 6/17/21 final plan review/approval.
Cost Code Description Cost
03-300 27,604
05-100 53,150
07-500 52,050
Subtotal:$132,804
Insurance @ 1.00%:Waived
General Conditions @ 4.00%:Waived
Subtotal:$132,804
OH&P @ 5.00%:Waived
Subtotal:$132,804
Less - NBI Concession @ 50%:$66,402
Total:$66,402
Notes:
NBI is waiving all fees for insurance, general conditions, and OH&P as we are only requesting to be made whole on the above listed project costs.
Estimated: Mark A Fordon Checked: Thomas R. Kenrich NBI Approved: Matthew J. Grusecki
1/6/2022 1/6/2022 1/6/2022
Village of Plainfield Approval:Approval Date:
Change Order resulting from requested project redesign that occurred after previous approval and permit submittal.
Title:
Description:
Structural Steel per requested revisions and delayed approval by Plainfield; Client delay and contractor force majeure
Roofing per requested revisions and delayed approval by Plainfield; Client delay and contractor force majeure
06/17/21: Full design drawings are presented to Plainfield for final review and approval
08/20/21: Plainfield requests substantial revisions to office, building elevations, and new door sizes, resulting in a full architectural,
Concrete per requested revisions and delayed approval by Plainfield; Client delay and contractor force majeure
Project:
NBI #:
Requested Project Redesign - PEMA Facility
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From:Matt Grusecki
To:Joshua Blakemore
Cc:Tom Kenrich; Matt Grusecki
Subject:PEMA - Revised Change Order #3
Date:Wednesday, January 26, 2022 11:29:53 AM
Attachments:image001.pngimage002.pngimage003.jpgPEMA - Change Order #3, Revised, 1-6-22.pdf
Good morning, Josh.
As a follow-up to the proposed Change Order #3, Northern Builders, Inc. would like to amend the
Change Order amount and offer additional information as requested by the Plainfield Board
Trustees.
Please note the following facts:
On 4/5/21, the Village board approved the PEMA Construction Agreement, inclusive of the
final Site Plan, Office Plan, and Outline Specifications.
The Village Administrator was removed from the PEMA project soon after the 4/5/21 Village
Board approval.
Following the Village Administrator’s departure, the Village Board’s approval on 4/5/21, and
our permit submittal on 7/1/21, three design revisions were requested by Plainfield between
July and October 2021.
Collectively, these revisions required several additional weeks of work to re-draw plans and
obtain updated pricing. Northern agreed to accommodate these requests.
The above-described events caused project delays between the months of July and October.
During this period, commodity prices for Concrete, Roofing, and Steel increased 15%, 125%,
and 200% respectively.
Regarding our revised proposal:
The full value of the original Change Order #3 is $132,804. Northern must pay the full amount
of these premium costs, regardless of the Board’s decision to approve this change order.
This $132,804 project overage (“bust”), exceeds Northern’s total contractor fee of $100,000
(calculated as $2,000,000 @ 5.00%) for this project. As such, the PEMA project is forecasted
to lose $32,000 before even starting construction.
In the spirit of good faith and partnership, Northern has reduced its original Change Order
request by 50% for a new proposed amount of $66,402.
In summary:
Despite the unintended project delays and the unforeseeable increases in commodity pricing,
perhaps we may consider a shared accountability for successfully delivering the PEMA project
together.
Northern has worked diligently to be a good partner to Plainfield, but we cannot be a good
partner alone. Northern would much appreciate Plainfield’s participation and its approval of
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revised Change Order #3.
On behalf of Northern ownership and our PEMA project team, we appreciate your consideration.
Very sincerely,
signature_2025709131
Matthew J. Grusecki
Senior Vice President
Northern Builders, Inc.
5060 River Road
Schiller Park, IL 60176-1076
Office: 847-678-5060 Ext. 299
Cell: 773-266-6438
Follow us on LinkedIn
ATTENTION: This email originated from a sender that is outside the Village of Plainfield'semail system. Please exercise caution when replying to this message or clicking on links or
attachments.
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527
To: Mayor Argoudelis & the Board of Trustees
Joshua Blakemore, Village Administrator
From: Scott Threewitt, Lead Engineer
Amy De Boni, Community Relations Director
Date: February 2, 2022
Re: Multi-Use Path Crossing Agreement with Wisconsin Central, Ltd (Canadian National) Railroad
Background Findings________________________________________________________________
We are pleased to share that with the assistance of Tai Ginsberg Associates, the Village and Canadian
National Railroad (CN) have reached an agreement that allows the Village to expand its trail network
under the CN tracks as previously identified in the Springbank Trail concept and design.
This agreement covers two underpasses with one generally located between Mather Woods and the
Riverfront and the other just south of Renwick Road. These extensions will assist in connecting the
Springbank Trail to Settlers’ Park and Mather Woods as well as in completing the trail south of Renwick
Road.
Once this agreement is approved and executed, the Village will move forward with submitting an
application to the Illinois Commerce Commission (ICC) for their approval. Pending the ICC’s approval,
Staff hopes that construction could move forward in 2023.
Policy Considerations________________________________________________________________
This agreement supports the Village’s goal of expanding the local trail system and making connections
between existing paths. It also supports one of the goals of the Riverfront Master Plan by completing the
Springbank Trail.
Financial Considerations______________________________________________________________
The path connections will be constructed by the Springbank developer, Avanti. The Village will have
future maintenance responsibilities for the substructure (below the tracks) and will budget accordingly.
The actual pathway will be maintained by the Plainfield Park District as part of the DuPage River Trail
system.
Recommendation___________________________________________________________________
It is our recommendation that the Village Board authorize the Village President to sign the License
Agreement for a Multi-Use Path Crossing with the Wisconsin Central, Ltd.
Seeking Board consideration of a motion to authorize the Village President to execute the Multi-Use
Path Crossing Agreement with Wisconsin Central, Ltd.
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LICENSE FOR A MULTI-USE PATH CROSSING
THIS AGREEMENT, made and entered into as of the day of , 2022, by and between WISCONSIN CENTRAL LTD. (hereinafter referred to as "Railroad") whose mailing address is 17641 South Ashland Avenue, Homewood, Illinois 60430-1345 and VILLAGE OF PLAINFIELD (hereinafter referred to as "Licensee") whose mailing address for purposes of this Agreement is 24401 West Lockport Street, Plainfield
IL 60544, telephone 815-436-7093.
W I T N E S S E T H:
IN CONSIDERATION of the mutual covenants and agreements herein set forth, Railroad, insofar as it lawfully may, does hereby grant unto Licensee a right or license to construct, maintain and use a Multi-Use Path (“Path”) approximately five (5) feet in width on either side of the center line of the Path, crossing upon, over, under and across the property or right-of-way of Railroad (including the tracks located thereon) at
approximately Milepost 11.5 and Milepost 12.2 at or near the W Renwick Road at-grade crossing on the Illinois River Subdivision as shown on the print attached hereto and incorporated herein by reference, and made a part hereof as Exhibit A, UPON AND SUBJECT TO THE FOLLOWING TERMS AND CONDITIONS:
1. DEFINITIONS. (a) Railroad's Property. "Railroad's Property" shall mean the property
shown on the attached print, to the extent owned by Railroad, whether owned in
full ownership or as a servitude, easement, or right-of-way, including Railroad's
track, the land on which the track is situated, and any adjacent land of Railroad on either side of the track. (b) License. "License" shall mean the right granted by Railroad to
Licensee to construct, maintain and use the Path, under the terms and conditions
set forth hereinafter. (c) License Area. "License Area" shall mean that portion of Railroad's Property over and across which the License is granted. The License Area extends from one edge of the Railroad's Property across the track to the opposite edge of
the Railroad's Property and measures a distance of approximately five (5) feet in width on either side of the center line of the Path, (as hereinafter defined) all as more fully shown in green on the attached print marked Exhibit A.
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(d) Path. "Path" shall mean the Multi-Use Path approaches on either side of the Crossing Proper (as hereinafter defined) within the License Area including that portion between tracks where multiple tracks exist, and shall also
include the installation of lighting within the License Area to facilitate the use of the
Path. (e) Crossing Proper. "Crossing Proper" shall mean that portion of the License Area encompassing an area beneath the track from end-of-tie to end-of-
tie., all as shown in red on Exhibit A.
(f) Licensee's Property. "Licensee's Property" shall mean the property or estate of Licensee to and from which the License provides ingress and egress for Licensee's benefit and use.
(g) Cost. "Cost" shall mean the actual cost of labor, equipment and
materials plus Railroad's then current customary additives for overhead and other indirect costs. 2. USE.
(a) The License shall only affect and burden the License Area and no
other portion of Railroad's Property, and the Path and Crossing Proper shall be constructed, located, and maintained entirely within the License Area. Licensee shall have no right to use or cross any other portion of Railroad's Property or to use the Path and Crossing Proper for any purposes other than as expressly
permitted herein, and Licensee, as a further consideration, cause, and condition
without which this License would not have been granted, agrees to restrict the public’s use to those purposes and then only to said location and no other for crossing the Railroad's Property, including the track.
(b) Licensee shall not do or permit to be done any act which will in any
manner interfere with, limit, restrict, obstruct, damage, interrupt, or endanger Railroad's operations or facilities. 3. TERM.
(a) This License shall become effective as of the date first written above
and shall continue in effect thereafter until terminated in one of the manners set forth below: (i) Either party may at any time give the other party written notice of termination specifying the date on which termination shall be effective,
provided that such notice shall be delivered at least thirty (30) days prior to
the date of termination.
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(ii) Railroad shall have the right to terminate this Agreement immediately upon written notice to Licensee if Licensee at any time breaches or fails to perform any of the terms and conditions hereof.
(iii) This License shall terminate through non-use or in any other manner provided by law. (b) Unless the parties mutually agree in writing to leave the Multi-Use Path and Crossing Proper in place after termination, the termination of this
Agreement shall not be effective until all removal and restoration of the Multi-Use
Path and Crossing Proper from the License Area is complete. Termination of this Agreement shall not release Licensee from any liability or responsibility and duty, which accrued prior to such termination, removal and restoration.
4. CONSTRUCTION. All plans shall be submitted to and reviewed by and
approved by Railroad prior to the start of any construction pertaining to the pathway and grade separation structures on or immediately adjacent to railroad right of way. The construction of the Path, including the necessary grading, culverts and drainage on each side of the Railroad's track, shall be performed by Licensee or, at Licensee’s option, by an
agent or designee for the Licensee, so long as Licensee remains fully liable to Railroad
for all of the actions and obligations of its agents and designees, at its own risk and expense, and to the satisfaction of the Railroad's authorized representative. Railroad will accept payment from any agent or designee of Licensee in lieu of receipt of payment from Licensee so long as Licensee remains fully liable for reimbursement of Railroad
hereunder in the event that Licensee’s agent or designee fails to fully reimburse Railroad.
5. NOTIFICATION TO RAILROAD. At least ten (10) days prior to entering License Area for the purpose of performing any construction or maintenance work hereunder, Licensee shall notify Railroad's Senior Manager in writing of the type of work to be performed and the date such work will commence. The notice shall be sent to the
following address: Engineering Senior Manger Wisconsin Central Ltd. 17641 South Ashland Avenue
Homewood, IL 60430 If any of Licensee’s work will be done by an agent or designee of Licensee, said agent or designee shall secure a fully executed Right of Entry agreement from Railroad before entry or any work is performed on the Railroad’s property.
6. INTENTIONALLY OMITTED. 7. RAISING WIRE LINES. If it should be necessary to raise any wires on
Railroad's property not belonging to Railroad to provide safe clearance for vehicles,
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Licensee shall make all arrangements therefor at its own sole risk and expense. 8. MAINTENANCE. Licensee shall, at its own risk and expense, maintain the
Path and substructure (inclusive of the abutments, piers, and footings) in good and safe condition commensurate with its intended use. The Railroad shall, at its sole risk, maintain the Crossing Proper and the superstructure (inclusive of all structure above the substructure required to carry loads across the span), however, Railroad shall have the right with Licensee's prior approval, but not the duty, to perform at Licensee's sole risk
and expense, any repair or maintenance on the Path that Railroad considers reasonably necessary and Licensee shall pay the cost thereof upon receipt of a bill. The Railroad shall maintain the balance of Railroad's Property, including but not limited to, the superstructure.
9. INTENTIONALLY OMITTED. 10. FENCING AND FLAGGING. Licensee shall, at its own risk and expense,
install and maintain any fencing or other barrier, which Railroad indicates, is reasonably necessary. Licensee shall, at its own risk and expense, provide whatever flag protection Railroad shall indicate is necessary. Railroad shall have the right, but not the duty, to provide any such flag protection at Licensee's sole risk and expense and Licensee shall prepay the cost thereof before a flagman will provided. It is further understood and
acknowledged by Licensee that Railroad has no obligation or duty to determine the need for any gate or other barrier or the need for flag protection. 11. SIGNS, SIGNALS AND WARNING DEVICES. Licensee acknowledges that
Railroad has no obligation or duty to give audible warning of the approach of a train, nor erect whistle posts, nor reduce the speed of its trains, nor alter its operations in any manner, owing to the presence or existence of the Path and Crossing Proper or other use or exercise of the right or license granted herein. Licensee assumes, at its own risk and expense, sole responsibility for determining if any signs, signals or other warning devices
are necessary or appropriate for the safety of persons using the License Area and specifically acknowledges that Railroad has no obligation or duty whatever to make any such determination. If the installation of any signs, signals or warning devices on the License Area is presently or hereafter required by law or by competent public authority, or is otherwise requested by Licensee, same shall conform to any then currently
applicable practices of the Railroad for such devices as to design, material and workmanship and all costs incurred by the Railroad related to the installation, operation, maintenance, renewal, alteration and upgrading thereof shall be solely borne by Licensee.
12. INDEMNITY. As a further consideration for the License herein granted, and as a condition without which the License would not have been granted,
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Licensee agrees fully to defend, indemnify and save harmless Railroad and its officers, employees and agents, from and against any and all claims, demands, actions and causes of action, and to assume all risk, responsibility and liability
(including all liability for expenses, attorney's fees and costs incurred or sustained by Railroad, whether in defense of any such claims, demands, actions and causes of action or in the enforcement of the indemnification rights hereby conferred), (a) for death of or injury to any and all persons, including but not
limited to the officers, employees, agents, patrons, invitees and licensees of the parties hereto, and for any and all loss, damage or injury to any property whatsoever, including but not limited to that belonging to or in the custody and control of the parties hereto, in whole or in part arising from, growing out of, or in any manner or degree directly or indirectly caused by,
attributable to or resulting from the grant or exercise of this License, the failure of Licensee, its agents or designees to conform to the conditions of this Agreement, work performed by Railroad for Licensee under the terms of this Agreement, work performed by Licensee, its agents or designees under the terms of this Agreement, or from the construction, installation,
maintenance, repair, renewal, alteration, change, relocation, existence, presence, use, operation or removal of any structure incident thereto, and (b) for death of or injury to the officers, employees, agents, patrons, invitees and licensees of Licensee and for any and all loss, damage
or injury to their property, and to any property belonging to or in the care, custody or control of Licensee, in whole or in part arising from, growing out of, or in any manner or degree directly or indirectly caused by, attributable to or resulting from the conduct of any railroad operations at or near the area in which the herein conferred License is granted or exercised.
Licensee shall at its sole expense join in or assume, at the election and on demand of Railroad, the defense of any claims, demands, actions and causes of action hereunder arising. The word "Railroad" as used in this Section shall include the assigns of Railroad and any other railroad company that may be
operating upon and over the tracks crossing the License Area. Notwithstanding anything herein to the contrary, this Agreement shall not be construed to require the Licensee to indemnify or defend Railroad for Railroad’s own negligence.
13. INSURANCE. Licensee shall procure and maintain during the life of this Agreement COMMERCIAL GENERAL LIABILITY INSURANCE (Occurrence Form) which will insure the indemnity undertaking hereinabove set forth. Such insurance shall
have a minimum combined single limit of $5,000,000 per occurrence with an aggregate
limit of $10,000,000 per annual policy period and said insurance shall be deemed primary as it relates to this Agreement. Licensee shall furnish the Railroad Company at the
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address shown below in this Section with a certificate evidencing that such insurance is in full force and effect and that the same will not be cancelled, terminated, or not renewed without at least thirty (30) days advance written notice by the insurance carrier to the
Railroad Company. Such insurance shall include a complete waiver of subrogation by the
insurer, a removal of any railroad exclusion through issuance of endorsement CG 24 17, and inclusion of the Railroad Company and its parents as an additional insured. In addition to other information, the certificate shall contain the following language:
Notwithstanding anything contained therein to the contrary, the Commercial Liability Insurance hereinabove referred to is extended to specifically insure the indemnity obligations assumed by the Village of Plainfield Illinois under Section 13 of an Agreement dated
, , 2022 with Wisconsin Central Ltd. covering use of Railroad Company's Property for a multiuse path crossing. Insurer shall not cancel, terminate, or allow to lapse by reason of nonrenewal the policy without providing Wisconsin Central Ltd. at least thirty (30) days' advance written notice, said notice to be sent
via certified mail to: Regional Chief Engineer Wisconsin Central Ltd. 17641 Ashland Avenue
Homewood, Illinois 60430-1345
14. REMOVAL OF PATH AND CROSSING PROPER. Prior to termination of this Agreement, Licensee shall remove its Path from Railroad's Property (except for the Crossing Proper located between the ends of ties) and restore the License Area as near
as may be, to its former condition insofar as such restoration may in the opinion of
Railroad's duly authorized representative be practical, all at Licensee's sole risk and expense. If Licensee fails to so remove and restore, Railroad shall have the right, but not the obligation, to do so at Licensee's sole risk and expense. Upon termination, Railroad shall have the right, but not the duty, to remove the Path and Crossing Proper and to
restore the Railroad's Property, all at Licensee's sole risk and expense. Licensee shall pay
the cost of any work performed by Railroad upon presentation of a bill therefor. Railroad shall have the right to require Licensee to deposit the estimated cost of any or all removal or restoration work involving the Path and/or Crossing Proper or to furnish an acceptable performance bond in such amount upon execution of this Agreement or at any time
thereafter to assure complete performance under this Section.
15. ASSIGNMENT. Licensee shall not have the right to assign this Agreement without first obtaining the consent in writing of the Railroad, which consent will not be
unreasonably withheld.
16. TAXES. The Licensee is a unit of government of the State of Illinois and as
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such is a tax exempt entity. Licensee shall pay all taxes, general and special, license fees or other charges which may become lawfully due or which may be lawfully assessed against the premises of the Railroad because of the construction, existence, operation or
use of the Path and Crossing Proper, or the business of the Licensee conducted in
connection with said facility, and shall reimburse the Railroad for any such taxes, license fees or other charges which may be paid by the Railroad upon the presentation of bills therefor.
17. BILLS. All bills that become due hereunder and submitted by the Railroad to Licensee pursuant to the terms of this Agreement shall be paid by Licensee within thirty (30) days of receipt thereof.
18. ENFORCEABILITY. In the event that any parts, sections or other portions of this Agreement are found unenforceable under the applicable law of any courts having jurisdiction over this Agreement, the remaining parts, sections or other portions thereof and the enforcement of same shall not be affected and shall otherwise remain in full effect
and enforceable.
19. PAYMENT. Any payment of fees, costs, expenses and the like provided for herein to be made by the Licensee may be made by any other party on behalf of the
Licensee, so long as such payments otherwise conform to the terms hereof.
IN WITNESS WHEREOF, the parties hereto have executed this Agreement in duplicate as of the date first above written.
WISCONSIN CENTRAL LTD. By
Title
VILLAGE OF PLAINFIELD By Title
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EXHIBIT A
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MEMORANDUM
To: Allen Persons – Director of Public Works
From: Scott Threewitt – Lead Engineer
Arlan Schattke – Staff Engineer
David Countryman – Public Improvements Inspector
Date: February 1st, 2022
Re: Village of Plainfield Standards and Specifications Update
Background Findings
The item under consideration by the Village Board pertains to updating the Village Standard Details and
Specifications. The Village utilizes a package of details and specifications to ensure consistency with work that is
being done, assure orderly development, establish reasonable standards applicable to design, materials, and
construction of public, as well as private improvements, and to establish procedures for the development within
the Village. These specifications are enforced with any work done, whether it be developers, Village contractors,
or Village Staff. The specification and standard detail topics consist of Grading and Soil Erosion Control, Storm
Sewer, Water System, Sanitary Sewer, Roadways, Street Lighting, Sewage Pump Stations, and a General section.
The last revisions to the Standard Details and Specifications were in 2008. Since then, there have been many
changes in design standards, construction requirements, as well as lessons learned. The Engineering Department
coordinated with Planning Department, GIS, Building Department, Water Department, Wastewater Department,
Streets Department, and the Village Engineer (Baxter & Woodman) to include feedback from all necessary staff
members. Village Staff had multiple coordination meetings to implement a thorough set of revised Standard
Details and Specifications.
Policy Considerations
Modifications to the Village’s Standard Details and Specifications are consistent with changes in construction
practices, design guidelines, codes, and technology over the past decade. As significant changes occur in the
future, updates to the Village’s Standard Details and Specifications will be made by Village Staff as required.
Financial Considerations
There are no financial considerations for this item. There is no cost to the Village of Plainfield associated with
implementing the revised set of and Standard Details and Specifications.
Recommendation
It is Staff’s recommendation that the Village Board adopt Resolution No. , whereby the Village formally
recognizes the latest revisions to the Village’s Standard Details and Specifications and allows for distribution,
enforcement, and updates.
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RESOLUTION ______
A RESOLUTION ADOPTING VILLAGE STANDARDS AND SPECIFICATIONS, 2022 REVISIONS
WHEREAS, the Village of Plainfield has a set of standard details and specifications
commonly referred to as the “Village Standards and Specifications” which are referenced in the Village’s Subdivision Ordinance; and WHEREAS, The Village Standards and Specifications seek to ensure consistency with
work that is being done, assure orderly development, establish reasonable standards
applicable to design, materials, and construction of public, as well as private improvements, and to establish procedures for the development within the Village; and WHEREAS, the Village of Plainfield recognizes that periodic updates are required to the
Village Standards and Specifications to provide consistency with changes in construction
practices, design guidelines, codes, and technology; and NOW, THEREFORE, BE IT RESOLVED, that the Village of Plainfield does hereby recognize the 2022 revisions to the Village Standards and Specification and allow for the
distribution and enforcement of these Village Standards and Specifications.
BE IT FURTHER RESOLVED that future revisions to the Village Standards and Specifications will be made administratively by Village Staff as required and in accordance with industry and municipal requirements.
PASSED AND APPROVED by the Village of Plainfield on this __ day of ________,
2022. ___________________________ JOHN F. ARGOUDELIS VILLAGE PRESIDENT
ATTEST: ___________________________ VILLAGE CLERK
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VILLAGE OF PLAINFIELD
GENERAL SPECIFICATIONS FOR CONSTRUCTION
It shall be the Developer’s sole responsibility for the condition and maintenance of all public
improvements, and related site, until such time that the Village allows for the final reduction
in the letter of credit and the standard maintenance period has expired. The Developer,
contractors, and their subcontractors shall indemnify the Village and Village Engineer from
all liability resulting from any negligent act or omission with respect to the design,
construction, installation, testing and maintenance work and shall name the Village as
additional insured on their commercial general liability policies.
The underground utilities general provisions shall be constructed in accordance with the
requirements of Federal and State statutes and regulations; Illinois Environmental Protection
Agency regulations; Standard Specifications for Road and Bridge Construction adopted by the
Illinois Department of Transportation, latest edition; the Standard Specifications for Water
and Sewer Main Construction in Illinois, latest edition; Illinois Design Standards for Sewage
Works, latest version; and the recommended Standard for Water Works, latest edition;
Subdivision Regulations and Plumbing Code of the Village of Plainfield. In addition the
following Standards shall apply:
1000. GENERAL:
1010. Design plans will indicate locations of select granular backfill via shading or
another design method.
1020. All materials shall be manufactured in the United States of America. Letters of
Certification of the country of origin and compliance with applicable
specifications must be provided to the Village or authorized representative,
upon request.
1030. Contractor's License from the Village of Plainfield is a requirement before
beginning any work for all general contractors and all subcontractors.
Contractor’s license information shall be provided at the preconstruction
meetings.
1040. Every unit of development will require a preconstruction meeting prior to
commencing construction of earthwork, underground, utility and paving work.
A list of Emergency Contact numbers must be provided at this meeting.
1050. Full time inspection may be required by the Village. Inspections shall be
performed by the Village staff or an authorized representative during the
construction of all public improvements and related appurtenances. The
Contractor shall allow the Village, or authorized representative, access to the
work site to inspect the quality of material and workmanship. The Village
reserves the right to issue a "stop work order" in the event the quality of
material and/or workmanship does not meet Village Standards and
Specifications.
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1060. Observation and testing requests shall be made to the Village of Plainfield
Public Works Department or designated representative a minimum of forty-
eight (48) hours prior to work or test being performed.
1070. If an existing street is to be partially closed, the developer/contractor is to
notify the Fire Dept., Police Dept. and School District forty-eight (48) hours
prior to closing after receiving permission for the closure from the Public
Works Dept.
1080 Total road closure shall require a detour plan approved by the Public Works
Department following the Village of Plainfield road closure requirements
1100. CUTTING EXISTING STREETS/ CLOSURE OF EXISTING STREETS:
1110. Permission is required prior to the start of any construction on Public
Easements or Right of Ways that would cut, alter, grade or excavate the
surface of any street, road, highway, parkway, alley, curb or sidewalk within
the Village of Plainfield.
1120. Permission to open cut a street may be requested through the Village of
Plainfield, Department of Public Works 14400 Coil Plus Drive, Plainfield, IL
60544.
1130. In locations where traffic must be maintained on a daily basis, all trenches
must be filled with CA-7 stone, steel plate(s) with cold patch protecting the
edges.
1140. All trenches must be patched with asphalt (temporary or permanent)
within 48 hours of completing the construction operation.
1200. JACKING AND BORING:
1210. This work shall consist of the installation of a steel casing, jacked, for
underground Village utilities: watermain, sanitary sewer, storm sewer, etc.
1220. Casing installation under railroad tracks, pipelines, county and state roadways,
etc. shall be approved by the appropriate agency which has jurisdiction. Copies
of all pertinent permits must be kept on site at all times.
1230. Steel casing pipe shall be in accordance with American National Standards
Institute (ANSI) B36.10 with a yield strength of 35,000 psi minimum and a
minimum wall thickness per the following table.
MINIMUM WALL THICKNESS FOR STEEL CASING PIPE
Nominal Inside Nominal Wall
Diameter (in.) Thickness (in.)
14 and under 0.188
18 0.312
20 and 22 0.344
24 0.375
26 0.406
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28 0.438
30 0.469
32 0.500
34 and 36 0.531
38 0.563
1240. Welds shall be in accordance with the American Welding Society (AWS) D1.1
and be continuous circumferential welds. The steel casing pipe shall have a
bituminous coat on the inside and outside surface in accordance with American
Association of State Highway and Transportation Officials (AASHTO) M190.
1250. Casing spacers shall be molded high density polyethylene, 304 stainless steel
or 14 gauge (minimum) hot rolled and pickled steel. One spacer shall be
installed on each side of and a maximum of 12 inches from each joint, and a
minimum of one between the joints, with additional spacers and as
recommended by manufacturer. Acceptable products shall be Pipeline Seal and
Industry, Inc. (PSI), Advance, Cascade or approved equal.
1260. End of casing shall be sealed with brick and mortar to eight (8”) inch thickness
or casing end seals may be used. Seals shall be synthetic rubber with 304
stainless seal bonding as manufactured by Pipeline Seal and Industry, Inc.
(PSI), Cascade Waterworks Mfg. Co. – Model CCES, or approved equal.
1300. DIRECTIONAL BORING:
1310. Directional Boring will not be allowed for pipelines over two inches (2") in
diameter, unless approved by the Village of Plainfield or their designated
representative.
1400. CONSTRUCTION:
1410. SERVICE LOCATIONS
- Mark with 4" x 4" post
- Paint Appropriately
- Lot number painted on each post or written in black permanent marker
1460. All services shall be constructed prior to roadway and/or curb construction,
unless augered (no open cutting after binder installation.)
1470. All construction trenches shall be pumped to keep water out of the pipe, which
should also be plugged each day, if necessary.
1500. CAD INFORMATION REQUIREMENTS:
1510. All applications for plat approval shall include USB flash drive or digital file
transfer in AutoCad, latest version, (submitted both to the Village Community
Development Director and Review Engineer) format showing the following
minimum information:
Preliminary Plat
- street and lot layout;
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- street names;
- lot numbers;
- watermain layout;
- sanitary sewer layout;
- storm sewer layout; and
- any other information (optional).
Final Plat (Plan View Only)
- same information as Preliminary, including
- watermain sizes;
- watermain valves and hydrants;
- sanitary sewer sizes;
- sanitary sewer manholes;
- storm sewer sizes;
- storm sewer structures; and
- house numbers will not be issued for Village department review until ten
(10) working days following receipt of the Final Plat in CAD format and/or
Village Board approval of same.
Each item of information shall be included on different layers within the CAD
file(s).
1520. Contractor shall mark on a set of Drawings all changes in direction and
location of sanitary sewer, storm sewer, watermains, services, etc. including
reference coordinates and elevations and provide Record Drawings and CAD
files to the Village as described in the CAD information requirements in this
section.
1600. CONSTRUCTION ENTRANCES:
1610. Design Engineer shall indicate on plans the entrance locations.
1620. Developer shall maintain at least two separate entrances at all times.
1630. Entrances shall be made using 1 ½”-3” dia. crushed rock, minimum 6-inches
thick, and a minimum100 feet in length, 10 feet wide.
1700. COMMON CONTACTS:
Planning Dept. P 815-439-2824 F 815-436-9785
Building Dept. P 815-436-2937 F 815-436-9785
Police Dept. P 815-436-6544 F 815-436-1486
Public Works Dept. P 815-436-3577 F 815-254-9304
Plainfield Fire District P 815-436-5335 F 815-436-6420
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Plainfield Consolidated School District #202 Transportation Office
P 815-436-7800 F 815-439-4830
Oswego Fire Protection District P 630-554-2110 F 630-554-8681
Oswego Consolidated School District #308
P 630-554-3447 F 630-554-2168
Plainfield Township Highway Department
P 815-436-6090 F 815-436-5117
Wheatland Township Highway Department
P 630-851-8330 F 630-851-0686
Indian Prairie School District # 204 P 630-375-3000 F 630-375-3001
Oswego Township Highway Department
P 630-554-3211 F 630-554- 2950
NA-AU-SAY Township Highway Department
Contact: P 630-554-3034
Kendall County Highway Dept. P 630-553-7616 F 630-553-9583
Will County Dept. of Highways P 815-727-8476 F 815-727-9806
City of Joliet P 815-724-4230 F 815-723-7770
Village of Bolingbrook P 630-226-8400 F 630-226-8409
Village of Romeoville P 815-886-7200 F 815-886-2724
City of Naperville P 630-420-6707 F 630-305-5356
City of Yorkville P 630-553-4350 F 630-553-7575
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
SPECIFICATIONS FOR GRADING AND SOIL EROSION CONTROL
All plans shall incorporate the most current applicable standard details from the Illinois
Department of Transportation, the Illinois Urban Manual, or the Standard Specifications for
Sewer and Water Construction in Illinois, unless a Village of Plainfield standard is available.
The grading and soil erosion control measures shall be constructed in accordance with the
requirements of Federal and State statutes and regulations; Illinois Environmental Protection
Agency regulations; Illinois Urban Manual, latest edition; Standard Specifications for Road
and Bridge Construction adopted by the Illinois Department of Transportation, latest edition;
and the Natural Resources Conservation Service. In addition the following Standards shall
apply:
2000. GENERAL:
2010. Construction operations shall be carried out in such a manner that erosion will
be controlled and water and air pollution minimized.
2020. Construction plans shall detail erosion and sediment control measures on a
Stormwater Pollution Prevention Plan.
2100. SOIL EROSION CONTROL MEASURES:
2110. The excavation and moving of soil materials shall be scheduled to minimize
the size of areas disturbed and unprotected from erosion for the shortest
reasonable time.
2120. All disturbed areas shall be stabilized within 3 calendar days after the cessation
of active disturbance.
2130. Straw bale filters or geotextile sediment fences to trap sediment from areas of
limited runoff are required around all inlets and catch basins.
2140. If filter fabric is used under stormwater inlet frames, replace annually. Inspect
and clean or replace after each rain event of ½ inch or more. Remove all fabric
prior to final acceptance.
2150. Inlet filter baskets shall be installed in all stormwater inlets at low points in
road profiles.
2160. Sediment filters shall be properly anchored to prevent erosion under or around
them.
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2200. NATIONAL POLLUTANT DISCHARGE ELIMINATION SYSTEM (NPDES)
PHASE II:
2210. All construction sites of one acre or more must comply with the National
Pollutant Discharge Elimination System (NPDES) Phase II requirements.
2220. All regulated construction sites are to have a storm water pollution prevention
plan that meets the requirements of Part IV of NPDES permit No. ILR10
including management practices, controls and other provisions at least as
protective as the requirements contained in the Illinois Urban Manual, most
recent edition. This storm water pollution prevention plan must be included in
the engineering drawings for review.
2230. General information on the requirements of NPDES Phase II can be found on
the internet at the Illinois Environmental Protection Agency (IEPA)
http://www.epa.state.il.us/water/permits/storm-water/
2240. NPDES Permits shall be completed by the Owner/Engineer and submitted to
the IEPA. Copies of these permits are available at:
General NPDES Permit No. ILR10 – Storm Water Discharges From
Construction Site Activities
http://www.epa.state.il.us/water/permits/storm-water/general-construction-permit.pdf
General NPDES Permit No. ILR40 – Discharges from Small Municipal
Separate Storm Sewer Systems
http://www.epa.state.il.us/water/permits/storm-water/general-ms4-permit.pdf
2300. STORM WATER POLLUTION PREVENTION PLAN (SWPPP):
2310. All construction sites not regulated by the NPDES Phase II requirements shall
have a storm water pollution prevention plan meeting the requirements of the
Village of Plainfield. This plan shall be included in the engineering plans for
review.
2320. Storm water pollution prevention plans shall be completed prior to the start of
construction and shall be available on site for construction use.
2330. Storm water pollution prevention plans shall include, but are not limited to:
a. A description of the construction activities;
b. The intended sequence of major activities which disturb soils for major
portions of the site (e.g., grubbing, excavation, grading, utility installation);
c. A site map indicating drainage patterns and approximate slopes anticipated
before and after major grading activities;
d. Locations where vehicles enter or exit the site with stabilized construction
roads shown in those locations;
e. Locations where silt fence will be used;
f. Temporary and permanent seeding locations;
g. Topsoil stockpile locations;
h. Locations and types of ditch checks;
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i. Locations of straw bale filters and sediment fences;
j. Locations of inlets with silt fence between castings and grates;
k. Temporary and final stabilization of all disturbed surfaces;
l. Concrete wash out areas; and
m. Locations where filter baskets or straw bales will be used.
2340. The following details from the Natural Resources Conservation Service (most
recent versions) shall be included on the plan:
Construction Road Stabilization NRCS IL-506
Erosion Blanket Plan NRCS IL-530
Inlet Protection Straw Bale Barrier Plan NRCS IL-563
Silt Fence Plan NRCS IL-620
Stabilized Construction Entrance Plan NRCS IL-630
Straw Bale Barrier Plan NRCS IL-635
These details are available at:
www.il.nrcs.usda.gov/technical/engineer/urban/listdraw.html
2400. Grading Requirements
2410. Grading plans shall be submitted per standard details GEC2030 & GEC2040
2420. Final Grade Surveys shall be submitted per standard detail GEC2050
2430. Final Plat of Survey shall be submitted per standard detail GEC2060
2440. Final grading in parkway (back of curb to sidewalk) shall be completed after
curb and gutter installation and prior to binder course placement.
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
SPECIFICATIONS FOR STORM SEWER
All plans shall incorporate the most current applicable standard details from the Illinois
Department of Transportation, the Illinois Urban Manual, or the Standard Specifications for
Sewer and Water Construction in Illinois, unless a Village of Plainfield standard is available.
The storm sewer system shall be constructed in accordance with the requirements of Federal
and State statutes and regulations; Illinois Environmental Protection Agency regulations;
Standard Specifications for Road and Bridge Construction adopted by the Illinois
Department of Transportation latest edition; the Standard Specifications for Water and Sewer
Main Construction in Illinois (latest edition) and the Subdivision Regulations of the Village
of Plainfield. In addition the following Standards shall apply:
3000. GENERAL:
3010. All material shall be manufactured in the United States of America. A Letter
of Certification of the country of origin must be provided to the Village at the
preconstruction meeting. If a foreign manufactured product meets ASTM
Standards, a contractor may request acceptance by the Village of Plainfield.
3020. All connections shall be made in structures; tees are not allowed.
3030. Structures shall not be placed in driveways, sidewalks, pavement, or front
yards.
3040. Structures and pipes shall be free of debris.
3060. Any side yard storm sewer shall be centered within the easement. Pipe
bedding and backfill shall be clay, or approved equal, to minimize interaction
between the pipe trench and any foundation footing tile.
3090. Storm water drainage should be directed from an inlet to a catch basin to a
manhole. All storm water shall be received by a catch basin before it enters
the mainline storm sewer.
3100. STRUCTURES:
3110. Precast fillets required in any structure larger than twenty-four inches (24"),
except catch basins.
3120. Mastic or mortar between all joints, i.e., manhole sections, adjusting rings,
between castings and precast concrete structures, etc.
3130. Round castings are not allowed in curbs.
3140. All holes and joints shall be tuckpointed with hydraulic cement.
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3150. Structure adjustments shall be completed and accepted prior to pouring
adjacent curb and gutter. A continuous curb and gutter pour through structures
will be acceptable with the prior approval of the Village of Plainfield, or their
designated representative.
3160. Steel shims up to one-half inches (1/2”) will be allowed for adjustment on
structures.
3170. No more than two (2) adjusting rings with a minimum of four inches (4”) and
a maximum of twelve inches (12”) of adjusting rings.
3180. 6” of CA-7 bedding shall be placed for all structures
3200. PIPE MATERIAL:
3210. Reinforced concrete pipe shall be per IDOT Standard Specifications for Road
and Bridge Construction Article 550, modified to include gasketed "O" ring
joints (mastic joints are not allowed). Profile gaskets Tylox Super Seal by
Hamilton Kent or equal are allowed if shop drawings are submitted to the
Director of Public Works and Review Engineer (and approved) thirty (30)
working days prior to the scheduled work.
3220. For pipes collecting only yard and/or sump pump drainage, outside of right-
of-way, in sizes up to twelve inches (12"), corrugated polyethylene pipe with
smooth interior or PVC SDR-35 pipe may be substituted for reinforced
concrete pipe.
3230. All storm sewer shall be placed on 6-inches of CA-7 bedding and CA-7
haunching. For all plastic pipe material, CA-7 initial backfill 12 inches above
the pipe (type 5 trench).
3300. MANHOLES:
3310. Precast reinforced concrete with eccentric cone.
3320. Minimum four feet (4') diameter unless pipe diameter requires larger.
3330. Bedded in six inches (6") of CA-7.
3400. FRAMES AND GRATES:
3410. Roll Curb and Frame and Grate on Inlets and Catch Basins
NEENAH R - 3501 P
EJIW 7525
CertainTeed (DI) Selecta Maxi ECSE75SFX1
Curb Grate A – profile
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3420. Barrier Curb Frame on Inlets and Catch Basins
Curb Type B6.12
NEENAH R – 3281A
EJIW 7210, T1 BACK, M1 GRATE
CertainTeed (DI) Selecta Maxi ECSE75UFX11
Curb Grate T - profile
Curb Type B6.18
NEENAH R-3278-A
EJIW 7220, T1 BACK, M1 GRATE
CertainTeed (DI) Selecta 500 ECSE61UF, Curb Grate T - profile
Curb Type B6.24
NEENAH R-3278- A
EJIW 7220, T1 BACK, M1 GRATE
CertainTeed (DI) Selecta 500 ECSE61UF, Curb Grate T - profile
3430. Grassed Area Frame and Grate on Inlets in rear yard locations and swales
along collector or greater roadways and catch basins
EJ1W 6517 N-1
CertainTeed (DI) Rexel EDRX60BF
3440. Grassed Area, except rear yards, on Manholes
NEENAH R-2504, B GRATE
EJIW 1051-Z1, M2 GRATE
CertainTeed (DI) Pamrex EDPA60AF
CertainTeed (DI) Rexus EDRX60BF
3445. Paved areas on Manholes
NEENAH R-2504, D GRATE
EJIW 1051-Z1, M1 Grate
CertainTeed (DI) Pamrex EDPA60AF
CertainTeed (DI) Rexus EDRX60BF
3450. Catch Basins are not allowed in rear yards.
3460. All Flared End Sections require grating per IDOT Standards 542301, 542306
and 542311.
3500. SUMP PUMPS:
3510. Service lines shall connect to the storm sewer system at a drainage structure
for all buildings with sump pumps; tees are not allowed.
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3520. An inlet shall be provided at every other lot corner in Residential zoning or in
a manner that a service line shall connect to the storm sewer on the property
of the service line.
3540. Connection between building and inlet shall be continuous. No mission
couplings or bends will be allowed. If necessary, the contractor may need to
reset the service line at the inlet to obtain proper angle.
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
SPECIFICATIONS FOR WATER SYSTEM
All plans shall incorporate the most current applicable standard details from the Illinois
Department of Transportation, the Illinois Urban Manual, or the Standard Specifications for
Sewer and Water Construction in Illinois, unless a Village of Plainfield standard is available.
The water system shall be constructed in accordance with the requirements of Federal and
State statutes and regulations; Illinois Environmental Protection Agency regulations;
Standard Specifications for Road and Bridge Construction adopted by the Illinois
Department of Transportation, latest edition; the requirements of the Standard Specifications
for Water and Sewer Main Construction in Illinois, latest edition; Illinois Design Standards
for Sewage Works, latest version; the recommended Standard for Water Works, latest
edition; the Subdivision Regulations of the Village of Plainfield; and the most recent Illinois
Plumbing Code. In addition, the following Standards shall apply:
4000. GENERAL:
4010. A Village approved Illinois Environmental Protection Agency Permit
Application to construct new Public Watermain Extension must be submitted
to the IL EPA. The permit authorizing construction of the water system must
be received by the Director of Public Works before starting construction.
4011. All AWWA, ASTM etc. standards referred to here-in shall be latest revision
unless otherwise noted.
4012. All watermain and fire hydrants shall be owned and maintained by the Village
of Plainfield unless determined by Village Representatives. Generally, mains
used as single service lines shall be private.
4030. When connecting to an existing watermain, the Contractor shall verify the size
and type of pipe used for existing watermain prior to scheduling the
connection.
4035. When replacing existing water services, the existing service size shall be
determined at the Buffalo Box by the Contractor prior to scheduling the
replacement.
4040. New or replacement water services shall be sized according to the latest
plumbing codes but shall not be less than one inch (1”) diameter for single or
two family dwellings and one and one half inch (1 ½”) diameter for multi unit,
commercial or industrial buildings. .
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4045. Permanent water sampling hydrants conforming to the Village of Plainfield
specifications shall be installed on new watermain as directed by the Water
Superintendent.
4050. WATERMAIN COORDINATION AND STAGING:
4051. The Contractor shall coordinate all work on watermain systems with the
Village of Plainfield. Construction shall be staged to maintain service to
adjacent properties. Temporary system shutdowns shall be of short duration
and have prior written approval from the Village of Plainfield or an authorized
representative.
4052. No disconnection from existing or connection to the proposed watermain is to
be performed until testing, chlorination, and sampling is complete.
4053. Only an authorized representative of the Village of Plainfield can open, close,
or operate any water system valves.
4054. At locations where the watermain will be extended in the future, a fire hydrant
shall be placed on the live side of the valve vault followed by the valve vault,
and minimum six (6) feet (maximum twenty feet) pipe stub that shall be
capped and blocked. (See Village Standard Detail WAT4100).
4090. CHLORINATION STANDARDS:
4090. The Village of Plainfield requires all contractors disinfecting water system
components using gas chlorine to abide with the following requirements:
Procedure
Any water main that exceeds twenty (20) feet in length shall be chlorinated.
Minimum 24 hour notice before chlorinating. Public Works or an authorized
representative will schedule and witness the chlorination.
Only authorized Village of Plainfield employees operate all water system
valves.
Equipment
All chlorination and safety equipment must meet or exceed the standards and
recommendations set by The Chlorine Institute, Inc.
Requirements for Chlorinating Contractors
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Chlorinator must be properly trained and licensed with a minimum 5 years
experience working with chlorine disinfection of water supply systems.
The Contractor must have two people present to chlorinate: One to monitor
the cylinder and the other to monitor the flow of chlorine in the field.
All chlorination contractors must be bonded and insured, and have proof of
both on file with the Village.
All chlorination contractors must have up to date emergency phone numbers
on file with the Village.
All chlorination contractors must comply with state and federal regulations
regarding transportation and handling of chlorine cylinders.
a. Shipping and emergency papers for every job location.
b. Proof of insurance for hauling and handling chlorine gas.
c. Commercial Drivers License with Hazmat endorsement and medical card.
d. Copy of Emergency Response Guidebook in vehicle.
e. Hazmat certificate of registration.
f. Hazardous material placards displayed on vehicle.
g. Cylinder strapped upright in truck.
Under no circumstances will chlorine contractors be allowed to apply heat to
the chlorine cylinder (i.e. hot baths, propane torches, etc.) While the cylinder
is being used it must be in a vertical position, as well as affixed to a solid
object.
At any time, the Village, or its authorized representative, may ask for proof of
any or all of the above information.
4100. WATERMAIN:
4110. Watermain shall be ductile iron, Special Thickness Class 52, in accordance
with AWWAC150/C151. The watermain shall be seal coated with a cement
lining in accordance with AWWA C104.
4111. Watermains shall be a minimum diameter of eight inches (8”).
4112. All watermains shall be placed on 6-inches of CA-7 bedding, CA-7 haunching,
and CA-7 initial backfill 12 inches above the pipe (type 5 trench).
4120. Joints shall be push-on in accordance with AWWA C111 latest revision.
Restrained joint shall be provided per the design. Thrust blocking shall be
used, in addition to restrained joints, at all hydrants and ninety degree fittings.
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4130. Mechanical fittings shall be cement lined ductile or cast iron with Mega-Lug
retaining glands in accordance with AWWA C110 or C153 latest revision and
rated 350 psi.
4140. Enhanced polyethylene encasement with antimicrobial and corrosion inhibitor
shall be installed on all watermain per DIPRA modified method A. All joints,
fittings, and hydrants must be lapped and taped. Polyethylene wrap must also
include the corporation stop and copper services within 3 feet of the main.
Tape shall be polyethylene compatible adhesive and a minimum of 1.5” wide.
4150. All nuts and bolts shall be corrosion resistant Corten or approved
equal per AWWA C111.
4155. Duratron Sac-Nuts or approved equal shall be used on every other
bolt or as directed by the Water Superintendent.
4160. Watermain depth shall be a minimum of sixty-six inches (66”) and a
maximum depth of seventy-two inches (72”). Depths greater than seventy-two
inches (72”) shall be approved by the Village of Plainfield, or authorized
representative.
4170. Fire hydrant leads shall meet all IDPH & IEPA requirements. Fire
hydrant leads longer than 15 feet shall be eight-inch (8”) diameter
pipe.
4180. Watermain shall be installed with the high points at hydrants as air release
points.
4190. Watermain within cul-de-sac’s shall be looped.
4192. Side-yard and rear-yard watermains are discouraged. All side- and rear-yard
watermains shall be approved by the Village of Plainfield. Side- and rear-yard
watermains shall not be larger than 8-inch diameter.
4193. Watermain, where relocated to avoid conflicts with other utilities, shall have
restrained joints approved by the Water Department Superintendent or his
designated representative.
4194. Tracer wire shall be installed at locations listed below or as directed by the
Village. Tracer wire shall be No. 10 AWG, single strand, single conductor,
insulated copper locator wire. All splices shall be encased with a 3M-Gel Pack
Model No. 054007-09053 or approved equal. Wire shall be contiguous except
at valve boxes, and where splicing is required. Tracer wire access will be at
Buffalo Boxes, valve vaults, or access boxes as directed by the Village.
1. All watermain without a valve or hydrant within 300 feet.
2. All creek and river crossings
3. All watermain in casing pipe.
4. All PVC or HDPE pipe.
607
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4200. SOIL TESTING FOR WATERMAIN INSTALLATION:
4210. Soil testing will be performed as directed by the Village. DIPRA or approved
testing service shall be used. Testing shall be in accordance with appendix A
of ANSI/AWWA C105/A 21.5.
4300. SERVICE LINES:
4310. Service lines shall be Mueller, McDonald, or Ford flarefitting.
4320. All service lines shall be one continuous run from buffalo box to the interior
of the building.
4325. For service lines greater than 100 feet in length, splices shall be flarefitting
only, and inspected by the Village of Plainfield Building Department
Plumbing Inspector prior to backfill.
4330. All duplex and multi-family homes shall have individual 1 ½” services and 1”
meters unless otherwise approved by the Water Superintendent and Plumbing
Inspector.
4331. All Duplex and multi-family homes shall have individual buffalo boxes.
4332. All multi-level tenant buildings shall have a meter room as approved by the
water superintendent.
4333. Single family homes shall have a minimum of a 1” service with a 1” meter.
4334. Buffalo box shall be Tyler 95E with enlarged base or Sigma (two piece only)
for 1 ½” services.
4336. All buffalo boxes shall be placed on a stabilizing concrete pad provided by the
Village of Plainfield Public Works Department. An extension rod shall be
installed on the valve and secured appropriately.
4340. A four by four post (4” x 4”) shall be placed along side each B-box extending
four feet (4') above finished grade. The post shall be painted blue and the Lot
number shall also be written in the post. A “W” shall be stamped in the curb
indicating the location of the B-box.
4360. For residential, commercial and industrial buildings, the size of the service
shall comply with the latest edition of the Illinois Plumbing Code, and be
verified by the Village of Plainfield Plumbing Inspector or their designated
representative.
4361. All commercial and industrial buildings that are 2,000 square feet or more
shall install a minimum 6” water service line for fire protection purposes. The
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domestic water service can be connected to this 6” line inside the building. A
permanent valve shall be installed on both the fire and domestic branches of
the main service before any pressure testing, chlorination and sampling are
performed. The lowest flange shall be between 12” and 16” above the
building’s finish floor.
4365. Only licensed plumbers shall tap watermains, install service lines from the
watermain to the buffalo box, and from the buffalo box to the residence.
4370. Service piping shall be Type K, copper water tube, soft temper conforming to
ASTM latest standard with flair fittings.
4374. Service taps shall have a service saddle fitting as determined by AWWA
C800. Service saddle fittings shall be entirely stainless steel, A.Y. McDonald
8403 or approved equal.
4380. Maximum service depth is sixty-six inches (66"). Minimum service depth is
fifty-four inches (54").
4390. Multi-unit residential, commercial, and industrial facilities shall install a
heated meter room with an outside access door. Each unit shall be metered
separately, and the Public Works Department shall be provided a key to the
meter room.
4400. WATER METERS:
4401. All 1” water meters shall be the Sensus IPerl.
4402. All 1-½” and 2” water meters shall be the Sensus Omni.
4403. All 2” – 6” compound water meters shall be the Sensus Omni.
4404. All ¾” and 1” residential backflow preventers shall be Watts model 7-U2-2.
4405. All ¾” through 2” Reduced Pressure Zone (RPZ) commercial backflow
preventers shall be Watts Model 909.
4406. Water meters will be installed at time of rough-in.
4407. Flex-Net Conduit and Wiring shall be installed by a certified electrician as
follows: An open-ended section of conduit is to be installed from an outside
wall of the house/building continuous to the water meter. The location of the
outside open end should be at least 1 foot from the corner of the building and
at least 3 feet above finished grade. The inside conduit open end shall be
within 1 foot of the water meter. 22 gauge 4 conductor solid wire shall be
installed in the conduit with at least 3 feet exposed at the water meter and at
least 3 feet exposed at the flush mounted conduit on the outside of the house.
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Conduit outside shall not be obstructed by any structure or utility meter and
shall be easily accessible.
4408. A certified plumber shall install all water meters.
4409. All connections shall be flared.
4500. FIRE HYDRANT:
4505. All fire hydrants shall be painted red.
4510. Fire hydrants shall be five and one-quarter inch (5-1/4") valve opening
Mueller Super Centurion 200, Mueller Super Centurion 250HS or Clow
Medallion F2545. The hydrant shall be for a five and one-half foot (5-1/2')
bury with mechanical joint shoe and have two (2) two and one-half inch (2-
1/2") hose connections and one four and one-half inch (4-1/2") male pumper
connection.
4520. Threads shall be National Standard.
4530. The hydrant shall have a break-away traffic flange and connections.
4540. All fire hydrants not in service shall be bagged or identified with signage.
4550. Hydrant leads shall be six-inch (6") swivel anchoring coupling. Hydrant tees
shall be used in lieu of swivel anchoring coupling pipe if necessary.
4555. When requested, permanent water sampling hydrants conforming to Village of
Plainfield specifications shall be installed on new watermain.
4560. Hydrant spacing shall be 300 feet maximum with hydrants located at all
watermain high points, intersections, cul-de-sacs and at the end of all stubs.
4570. All hydrants shall be rotated to the proper position prior to testing.
4580. All hydrants shall be bed on a minimum 6-inches of CA-7. The concrete base
and thrust blocking shall not interfere with the hydrant weephole.
Polyethylene encasement shall be installed on the hydrant with a one foot gap
on either side of the weep hole and taped tight to the pipe.
4590. Reduced pressure principle backflow preventers and/or double detector check
valves shall be installed on fire safety systems connected to the public water
supply.
4600. VALVES & VALVE BOXES:
4610. Valves 12-inch and smaller shall be gate valves with the following features:
mechanical joint, resilient wedge, cast iron or ductile iron, bronze-mounted,
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O-ring seal, bronze non-rising stems, constructed in accordance with AWWA
latest standard. Valves shall be tested to 500 psi with a 250 psi working
pressure.
4615. Valves greater than 12-inches shall be flanged, butterfly valve, cast iron,
rubber seated, in accordance with AWWA C504 for pressure class 150B
suitable for buried service. The valve shaft shall be either 18.8 or type 304
stainless steel. The valve shaft shall extend through the valve shaft through the
valve disc and body into the operator.
4620. Gate valves shall have stainless steel bolts and nuts rated for submerged
service on bonnet and stuffing box.
4622. Valves shall have mechanical joint ends for direct bury, and ANSI 125
standard flanges or victaulic coupling ends for valves installed in vaults.
4623. Gate valves shall be provided with a fully enclosed sealed, grease packed
internal geared manual operator with a 2-inch square operating nut.
4624. Butterfly valves shall be manufactured by Mueller, Pratt or Clow.
4625. Valves shall have clockwise closing direction.
4630. Valve boxes for six-inch (6”) and eight-inch (8”) valves shall be adjustable,
two piece cast iron, five and one-quarter inch (5-1/4") shaft roadway-type and
no-tilt drop cover with "WATER" cast into it.
4640. Valve box stabilizer of PVC manufactured by Valve Box Stabilizer, Inc. or
stabilizer of rubber by Valve Box Adapter II manufactured by Adaptor Inc.
for six-inch (6”) and eight-inch (8") valves shall be provided.
4650. Valve box must have additional upward or downward travel when adjusted to
finished grade.
4700. VALVE VAULTS:
4705. All watermain valves shall be placed in a vault unless approved by the Village
of Plainfield Water Department.
4710. All valve vaults shall be precast reinforced concrete only with concentric
cone.
4715. Provide joints of either flexible watertight rubber gaskets or pre-formed
bituminous plastic gaskets consisting of a homogeneous blend of refined
hydro-carbon resins and plasticizing compound reinforced with inert mineral
filler, such as, K.T. Snyder Co. RAM-NEK, Concrete Sealants Type CS-102,
or approved equal.
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4720. All valve vaults shall have no more than two adjusting rings with a minimum
of four inches (4") and a maximum of twelve inches (12") of adjusting rings.
4730. All lifting holes, joints between precast reinforced concrete sections, gaps
between pipes and structures shall be tuckpointed with hydraulic cement.
4740. All castings shall be set on bitumastic material.
4750. Bitumastic material shall be placed between precast reinforced concrete
sections and all adjusting rings.
4770. Valve vaults shall use a NEENAH R-1713 frame, EJIW 1051-Z1 or
CertainTeed (PI) Pamrex CDPA60EH with a heavy duty gasketed, self sealing,
closed lid with concealed pickholes and with “water” cast on the lid (see
Village Standard Detail WAT4090).
4780. Valve operating nuts shall be accessible through the frame and lid, with
flexible rubber pipe seals (boot). (See Village Standard Detail WAT4080).
4800. REPLACING WATERMAIN:
4810. The work shall be coordinated to minimize disruption of service. No
disconnection from existing or connection to proposed is to be performed until
the new watermain is tested and placed into service and all work shall be
performed prior to abandoning the existing watermain. In the event that an
interruption of service is required, the Contractor shall notify all affected
users, in writing, at least 24 hours in advance. All interruptions to service
shall be approved in advance by the Village of Plainfield Public Works
Department.
4900. CUT IN CONNECTIONS:
4901. Tapping sleeves shall be a two-piece, epoxy coated bolted ductile or cast iron
sleeve for connections greater than two inches (2”) in diameter.
4902. Stainless steel sleeves will not be permitted.
4903. Tapping sleeves must be placed a minimum of 3 feet from any existing
watermain joint.
4904. All tapping sleeves must be tested for water tightness prior to starting tap.
4905. 48-hour notification is required for all pressure or non pressure connections.
Notification should be to the Village of Plainfield Water Department
superintendent or their designated representative.
4906. Pressure connections shall be placed in a valve vault with concentric cone.
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4907. Tapping valves shall be fully ported, mechanical joint type complying with
AWWA latest standard.
4950. TESTING DURING CONSTRUCTION:
4951. All plugged or capped watermain stubs must be included in hydrostatic
testing.
4952. Pretesting watermain is suggested to check for quality of workmanship and to
limit developer expense.
4953. Testing against existing valves is allowed at the contractor’s own risk. A new
valve at the source may be required to pass the required testing. A new source
valve shall be at the expense of the development pressure testing the
watermain.
4954. All watermains shall be pressure tested in accordance with AWWA C600 and
the Standard Specifications for Water and Sewer Main Construction in
Illinois, Latest Edition.
4955. All watermains shall be disinfected in accordance to methods stated in AWWA
Standard C651 latest revision.
4956. All disinfection shall be under the direct supervision of a Licensed Village of
Plainfield Water Operator or designated representative.
4957. All watermains shall be flushed per AWWA 651 to remove any solids or
contaminated material that may have become lodged in the pipe.
Arrangements must be made prior to flushing with the Village of Plainfield
Public Works Department.
4958. Bacteriological samples shall be taken by the contractor under the supervision
of a licensed IL EPA Water Operator or a designated representative employed
by the Village of Plainfield. This representative also takes the sample to the
lab.
4959. All Bacteriological sampling fees shall be reimbursed to the Village of
Plainfield by the Contractor.
4960. Sampling locations will be determined by the Village of Plainfield Water
Department or designated representative during construction.
4960a. Water valves shall not be operated without a Village Representative present.
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4961. The initial flush, fill, chlorination and sampling of a newly installed
watermain will incur a water charge. The water cost will be calculated based
on the size and length of the watermains on the design plans and the number
of times the system is flushed. The minimum charge will be $100.00 per
flushing.
4962. The watermain being tested will be tested as a unit. There will be no partial
approval. Two consecutive samples, at least 24 hours apart, must display
satisfactory results from each sampling site. If sample(s) fail, only the failing
sample(s) must be re-sampled, for two (2) consecutive days.
4963. A sampling tap will be required to test the source. Site location must comply
with IEPA requirements.
4964. Sampling from fire hydrants will not be allowed.
=
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
CONSTRUCTION STANDARDS FOR SANITARY SEWER
All plans shall incorporate the most current applicable standard details from the Illinois
Department of Transportation, the Illinois Urban Manual, or the Standard Specifications for
Sewer and Water Construction in Illinois, unless a Village of Plainfield standard is available.
The sanitary sewer system shall be constructed in accordance with the requirements of
Federal and State statutes and regulations; Illinois Environmental Protection Agency
regulations; Standard Specifications for Road and Bridge Construction adopted by the
Illinois Department of Transportation, latest edition; Standard Specifications for Water and
Sewer Main Construction in Illinois (latest edition) and the Subdivision Regulations of the
Village of Plainfield. In addition the following specifications shall apply:
5000. GENERAL:
5010. A Village approved Illinois Environmental Protection Agency Permit to
construct new Public Sanitary Sewer System must be submitted to the IL
EPA. The permit authorizing construction of the sanitary sewer system must
be received by the Director of Public Works or designated representative
before construction begins.
5020. All sanitary sewers shall be plugged at the existing system until the new sewer
is accepted by the Village of Plainfield.
5030. Sanitary sewers under construction shall be free from points of entry from
stormwater. At the end of each day, an internal or external sewer plug shall be
installed, and frames and lids set on each manhole constructed that day.
5040. All sanitary sewer main shall be placed on 6-inches of CA-7 bedding, CA-7
haunching, and CA-7 initial backfill 12 inches above the pipe (type 5 trench).
5100. PIPE MATERIAL:
5110. Sanitary sewer main under twenty seven inches (27”) in diameter shall be
PVC SDR 26.
5120. Sanitary sewer main twenty seven inches (27”) in diameter or larger shall be
PVC SDR 26, Vylon, \ or ductile iron AWWA C150 250 psi.
5130. Sanitary sewer services and branch fittings shall be PVC SDR 26 and cast iron
or PVC Schedule 40 through foundation wall stubbed out five feet (5') from
building.
5140. Forcemain shall be Class 50 ductile iron, HDPE SDR 21 or PVC SDR 26
ASTM 2241.
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5150. Provide flexible rubber coupling with adjustable stainless steel bands for
connecting new pipe to existing pipe and for repairing pipe, band-seal
couplings by Mission Way Products or approved equal by the Village of
Plainfield Public Works Department.
5200. MANHOLES:
5210. All manholes shall be precast reinforced concrete only, with an eccentric cone
section, precast fillets, and monolithic base. Manhole steps shall not be used.
5220. All manholes shall have no more than two adjusting rings with minimum of
four inches (4") and a maximum of twelve inches (12") of adjusting rings.
5230. All manholes shall have external sealing systems to prevent ground water
from infiltrating between the manhole and frame. Acceptable products shall
be the following: Canusa Wrapid Seal, Cretex Chimney Seal and Adaptor
Inc. Internal/External Adapter Seal. Seals shall not be backfilled until
inspected by the Village of Plainfield.
5235. External manhole surfaces shall be water proofed to prevent infiltration with
heavy duty coal tar pitch, top-coat bituminous super service black or equal.
Apply minimum of two coats at a minimum rate of 50 square feet per gallon
and only after joint seals are installed. External joint wrap shall be required on
each manhole section. Acceptable products shall be the following: Macwrap,
Canusa Wrapid Seal, Infi-shield or equal.
5240. No structures will be placed in driveways, sidewalks, or bike paths. All
structures shall be in easements or right of way, not in paved areas.
5250. All lifting holes, voids between pipe seals, joints between precast reinforced
concrete sections shall be tuckpointed with hydraulic cement.
5260. Internal drop manholes require permission of the Village of Plainfield
Director of Public Works or designated representative.
5270. Bitumastic material shall be placed between precast reinforced concrete
sections, adjusting rings, and between frame.
5280. All structures shall have flexible gasketed couplings.
5300. MANHOLE FRAMES AND COVERS:
5310. Shall be NEENAH R-1713, EJIW 1051-Z1 or CertainTeed Pamrex
CDPA60EH with a heavy duty, gasketed, self sealing, closed lid with
concealed pick holes and “Village of Plainfield - SANITARY” cast on the lid.
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5315. Bolted and gasketed frame and cover shall be required within floodplain or
where directed by the superintendent of wastewater, NEENAH R-1916-C,
EJIW 1051-Z1PT, or CertainTeed Pamtight CDPE60AF.
5400. SERVICE LATERALS:
5410. Service laterals shall be brought to the property line, and plugged with a
factory cap or approved equal by the Village of Plainfield Wastewater
Superintendent. Service lateral depth at the property line shall be seven feet
(7’) to the top of the pipe.
5430. Service laterals shall be identified both by a four by four post (4” x 4”) placed
at the end of the lateral which extends four feet (4') above finished grade
painted green and by an "S" stamp on the curb and lot# printed on the 4x4.
5440. Each single family lot shall have one six-inch (6") service lateral.
5450. Each duplex lot shall have two six-inch (6") service laterals which is one line
for each dwelling unit.
5460. Single family attached and detached dwellings and commercial/industrial
businesses shall have a minimum six-inch (6") service lateral for each unit.
5470. All laterals shall have a clean out 10 feet from foundation.
5500. TESTING:
5510. All pipe, including forcemain shall be tested using the air technique, in
accordance with the latest ASTM.
5520. All flexible thermoplastic pipe, except services, shall be deflection
tested.
5530. All pipe shall be televised per National Association of Sewer Service
Companies (NASSCO) PACP standards, latest version. All CCTV operators
must have current PACP certification. CCTV video and reports shall be
submitted on a flash drive or external hard drive.
5550. Prior to backfilling of the manhole, testing and inspection shall be
conducted in accordance with ASTM C1244 “Standard test method
for concrete sewer manholes by negative pressure (vacuum) test”.
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
SPECIFICATIONS FOR ROADWAYS
All plans shall incorporate the most current applicable standard details from the Illinois
Department of Transportation, the Illinois Urban Manual, or the Standard Specifications for
Sewer and Water Construction in Illinois, unless a Village of Plainfield standard is available.
All roadways shall be constructed in accordance with the requirements of Federal and State
statutes and regulations; Standard Specifications for Road and Bridge Construction in Illinois,
latest edition; and the Subdivision Regulations of the Village of Plainfield. In addition, the
following specifications shall apply. All contractors, equipment and Bituminous Mixtures shall
be IDOT prequalified.
6000. HOT-MIX ASPHALT:
6010. All roads shall be constructed in accordance with the roadway details.
6015. Binder shall be installed to top of gutter flag at approximately 1% cross slope.
6020. Parkway backfill must be completed behind curb before any Binder is installed.
6031. Use of Reclaimed Asphalt Shingles (RAS) shall not be allowed.
6035. Approximately 1 ½” of Binder shall be removed (milled) no more than 5 working
days before the installation of the surface.
6040. Mix designs shall be submitted to the review Engineer thirty (30) days prior to
scheduled work and shall be IDOT approved.
6060. Bituminous concrete paving machines shall be IDOT pre-qualified, and shall have
a minimum closed screed width of ten feet, unless otherwise approved by the
Illinois Department of Transportation.
6070. Bituminous paving contractor shall be IDOT prequalified.
6075. All asphalt batch plants shall be IDOT certified unless approved by the Village of
Plainfield Public Works Department.
6080. All asphalt batch plant load tickets shall be clearly marked with the approved
asphalt mix design code or mix type, and project name. Any bituminous material
delivered without proper load tickets may be rejected.
6085. The Village may establish a paving cut-off date each year.
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6090. The Developer is responsible for pavement maintenance including potholes, until
Maintenance Bond is released.
6096. Any alternative ground stabilization methods to lime shall be submitted and
approved by the Village.
6100. PAVEMENT OBSERVATION PROCEDURES (INCLUDING BIKEPATHS):
6120. Proofroll Subgrade.
Acceptable proofroll vehicles are tandem rear axle vehicles - 14 ton load; semi
vehicles-21 ton load.
a) Vehicle must have a computer generated load ticket verifying load weight.
b) The proofroll shall be performed before curb and gutter is installed.
c) One inch (1") rut and one inch (1") roll maximum.
d) Repair subgrade until an acceptable proofroll is obtained.
6130. Stringline Subgrade.
a) Plus one-half inch (+ 1/2") maximum.
6140. Proofroll Subbase (if applicable)
a) No movement - rutting or rolling - allowed.
b) Repair subbase and other underlying layers if necessary until an acceptable
proofroll is obtained.
c) Segregation of aggregate materials may require the application of additional
fine aggregate materials to ensure a uniform gradation.
d) Proofrolls are invalidated by inclement weather prior to paving, moisture loss,
or damage from excess construction traffic.
6150. Stringline Subbase (if applicable).
a) Plus one-fourth inch (+ 1/4") maximum.
6160. Proofroll Aggregate Base course (if applicable).
a) No movement - rutting or rolling - allowed.
b) Repair aggregate base course and other underlying layer if necessary until an
acceptable proofroll is obtained.
c) Segregation of aggregate materials may require the application of additional
fine aggregate materials to ensure a uniform gradation.
d) Proofrolls are invalidated by inclement weather prior to paving, moisture loss,
or damage from excess construction traffic.
6170. Stringline Aggregate Base Course (if applicable).
a) Plus one-fourth inch (+ 1/4") maximum.
6180. Proofroll Bituminous Base Course (if applicable).
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a) No movement - rutting or rolling - allowed.
b) Repair bituminous base course and other underlying layer if necessary until an
acceptable proofroll is obtained.
6190. Density Test Bituminous Base Course (if applicable).
a) On-site density testing is performed by an independent testing firm approved
by the Village and cores taken to check thickness.
b) Repair bituminous base course and subbase by removal and replacement for
failed areas or a method acceptable to the Village.
6200. Stringline Bituminous Base Course (if applicable).
a) Plus one-fourth inch (+ 1/4") maximum.
6210. Check Condition of Pavement/Aggregate Prior to Base Course.
a) Pavement/aggregate must be kept clean of dirt, mud & other contaminants.
Removal of contaminants will be at the discretion of the Village of Plainfield
Public Works Department, or designated representative.
b) Bituminous material (prime coat) must be cured prior to placement of binder.
c) Priming immediately in front of the paver is not allowed.
6220. Density Test Binder Course.
a) On-site density testing performed by an independent testing firm approved by
the Village and if needed cores taken to check thickness.
b) Repair bituminous binder course by removal and replacement for failed areas
or a method acceptable to the Village.
6230. Check Condition of Pavement Binder Course Prior to Surface Course. The
Developer is responsible for pavement maintenance including filling potholes.
a) Asphalt surface placement will be allowed only after one winter season and
seventy-five percent (75%) of occupancy permits issued.
b) Asphalt surface placement shall be completed within three years of
installation of the binder.
c) Clean pavement and curbs prior to proofroll.
d) Proofroll bituminous binder course. No movement - rutting or rolling -
allowed. Repair bituminous binder course, and underlying layers as
requested.
e) If cracks are present in the binder course, repairs or reflective crack control
preventative measure shall be used, as directed by the Village, prior to final
surface.
f) Remove and replace damaged curb and gutter. The minimum length of
removal and replacement is ten feet.
g) Two (2) continuous #4 rebar are required in replacement sections.
h) Replacement curb requires dowel bars (2) at each end. Maximum diameter ¾
inch.
i) Any pavement disturbed by curb replacement shall be sawcut a minimum 24”
inches wide. Length to be determined by the engineer.
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j) Any bituminous driveway aprons disturbed by curb removal shall be sawcut a
minimum 24-inches wide and replaced full width.
k) Any concrete driveway aprons disturbed by curb removal shall be sawcut at
the closest joint and replaced full width.
l) Remove cold patch and replace with hot mix.
m) Place level binder in binder irregularities, trench settlement, etc.
n) Clean pavement and curbs.
o) Bituminous material (tack coat) will be placed only if the Village accepts the
conditions of the pavement.
p) Bituminous surface course placed on pavement not accepted by the Village
will be removed and replaced.
q) Bituminous material (tack coat) must be cured prior to placement of surface.
6240. Density Test Bituminous Surface Course (if applicable).
a) On-site density testing performed by an independent testing firm approved by
the Village and cores taken to check thickness.
b) Repair bituminous surface course by removal and replacement for failed areas
or a method acceptable to the Village.
6300. PORTLAND CEMENT CONCRETE:
6310. All Portland Cement Concrete pavements shall comply with sections 353 and 406
of the most recently adopted IDOT Standard Specification for Road and Bridge
Construction.
6320. Concrete pavements will be finished with a Type A Final finish as specified in
Article 420.11 of the Standard Specifications.
6330. The following IDOT Highway Standards shall be followed in construction:
STANDARD DESCRIPTION
420001 Pavement Joints
420106 10.8m (36’) Jointed PCC Pavement
420111 PCC Pavement Roundouts
420101 7.2m (24’) Jointed Reinforced PCC Pavement
442001 Class A Patches
442101 Class B Patches
442201 Class C and D patches
482006 Bituminous Shoulder Adjacent to Rigid Pavement
483001 PCC Shoulder
6340. Any concrete pavement greater than six inches (6”) in thickness will require
dowel bars between joints and curb and gutter for load transfer unless approved
otherwise by the Village.
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6350. Recommended Dowel Diameters:
Pavement Thickness (T) Nominal Dowel Diameter
(inches) (inches)
>=8 1.5
7<= T<8 1.25
<7 1
6360. Joint spacing shall be between 11’ and 15’ (maximum spacing) depending on the
width of the pavement. Joint spacing may be adjusted to accommodate different
road features (drainage casting, etc.) so long as it adheres to the guidelines of the
IDOT Highway Standards and the American Concrete Pavement Association’s
Intersection Joint Layout.
6400. CURB AND GUTTER:
6410. All services, that cross streets, Commonwealth Edison, sewer, water, etc., shall be
installed before the curb and gutter is installed.
6420. The surface of the curb shall not be excessively wetted prior to or during
finishing. The contractor shall discuss with the Village his finishing methods prior
to construction.
6430. Expansion joints shall be a distance of not less than eight feet (8’) nor more than
twelve feet (12’) on either side of storm structures. Expansion joints are not
allowed in handicapped ramps. Expansion joint must be full depth. Maximum
distance between transverse expansion joints shall be 80 feet.
6440. Curb depressions and sidewalk ramps per IDOT standards, latest revisions.
6441. Formboard are required to be a minimum of 2”x8” for the front and 2”x12” for
the back.
6442. Two #4 rebar shall be installed continuously with all curb and gutter installation.
Rebar shall be installed at 3” from the bottom of the curb, 6” from the front face
of the curb, and 5” from the back face of the curb.
6443. Two 3/4” x 18” epoxy coated dowel bars with expansion caps shall be installed at
all expansion joints.
6444. Final grading in parkway (back of curb to sidewalk) shall be completed after curb
and gutter installation and prior to binder course placement.
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6450. SIDEWALK:
6451. Sidewalk width shall be 5’ minimum.
6452. Sidewalk thickness shall be 5” minimum. Across residential driveways, sidewalk
thickness shall be 6” minimum. Across commercial or industrial driveways,
sidewalk thickness shall be 8” minimum.
6453. Aggregate base course shall be 4” compacted CA-6 at a minimum of 6” wider that
the sidewalk on either side.
6454. Castings shall not be cast into sidewalk. Castings shall be located out of sidewalk
before the sidewalk is poured.
6455. Premolded expansion joints shall be provided:
a) At property lines
b) At sidewalk intersections
c) Against driveways, curb and gutters, and buildings
6456. Tooled contraction joints shall be provided at 5’ intervals.
6457. Welded wire fabric shall be used thru driveway. Fiber mesh will be allowed in lieu
of welded wire fabric if approved prior to construction.
6458. Two #4 rebar 15’ long shall be installed longitudinally at all utility trenches. At all
property lines, two ¾” x 18” epoxy coated dowel bars with expansion caps shall
be drilled.
6459. Details must be submitted and approved for all sidewalk at roadway intersections
or crosswalks. Sidewalk ramps shall be per IDOT standards latest revisions. For
new subdivision construction, sidewalk ramps shall be installed with the site
concrete and not with individual lots. If sidewalks are poured to meet ramps
greater than 28 days apart, two ¾” x 18” epoxy coated dowel bars with expansion
caps shall be drilled.
6460. Detectable Warnings
a) Radial tiles shall be used where applicable. Cutting of tiles will not be
permitted.
b) The color shall be brick red
c) Tiles shall be cast in place style
6461. All cross slopes and running slopes shall meet latest PROWAG requirements.
6462. Sidewalks shall be installed at intersections with the following guidelines:
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• Any wedge area between the ramps that is less than 5’ from the back of the
curb shall be concrete. If wedge is 5’ or greater, this area will be grass.
Adjacent corners shall match.
• Ramps with concrete wedges shall typically be depressed corner style with
radial detectable warnings per IDOT standard 424021.
• Side curb shall be used on all ramps at all barrier curb, where grading
requires, and as directed by Village.
• T intersections shall have at least one sidewalk connection
• Driveways must be a minimum of 5’ from sidewalk ramps.
6470. BIKE PATH
6471. Bike paths shall typically be 10’ wide and constructed of HMA pavement. See
Roadway Standards for cross section information.
6472. Any bike path and roadway crossings shall have ramp details submitted for
review. Bike path ramps shall follow IDOT sidewalk ramp standards, latest
revisions. All bike paths ramps shall have a minimum 10’ long PCC section
adjacent to the roadway. At intersections with sidewalk perpendicular to the bike
path, the entire section of bike path between the roadway and the perpendicular
sidewalk shall be PCC.
6500. MATERIAL TESTING:
Test Item Test Who Performs Test Number of Tests Test Paid By Test Ordered By
Subgrade Proof Roll Village Representative Entire Project Developer Developer
Stringline Village Representative Entire Project Developer Developer
Aggregate Proof Roll Village Representative Entire Project Developer Developer
Stringline Village Representative Entire Project Developer Developer
Structural Concrete (See
IDOT Standard
Specs)
Testing Firm Concrete (See
IDOT Standard
Specs)
Developer Developer
Bituminous
Concrete
Rolling Pattern Testing Firm Developer Developer
Asphalt
Temperature
Testing Firm Developer Developer
Nuclear Density Testing Firm Developer
*The thickness of the completed pavement will be verified by the cores. A minimum of four (4)
core specimens per day are required.
6501. ASPHALT TESTING REQUIREMENTS:
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On paving jobs over 1500 Tons, the Contractor is to provide nuclear gauge testing to be
compared with developer’s testing service. Asphalt cores shall also be taken on 1st day
of paving to provide correlation between gauges and cores for an accurate density check.
All firms used for testing bituminous concrete shall be approved or chosen by the Village
at the developers cost. The testing firms shall be agreed upon at the pre-construction
conference meeting. The developer shall notify the Village of Plainfield Public Works
Department, or designated representative a minimum of 48 hours prior to any Bituminous
concrete placement.
Testing shall consist of all applicable site testing. Site testing shall include establishing a
rolling pattern, asphalt temp, nuclear density test, (a minimum of two sets and a
maximum of six tests for streets less than 1500'), and any other testing deemed necessary
by the village. The testing company’s technician shall provide verbal test results while
paving, and written results within 48 hours to the Village of Plainfield Public Works
Department or designated representatives.
If any individual street has an average density per IDOT requirements of less than
minimum requirements, that street shall be deemed as having failed and further testing
and/or replacement shall be required.
The developer will supply the Village of Plainfield Public Works Department, or
designated representative with a list of plants that will be used for work on site. The
batch plant list will also include a list of plant codes as they correlate to IDOT approved
mixes. This list must be delivered to the Engineer prior to any asphalt being placed. The
testing firm’s inspector shall fill out the Village form, and return it to the Village of
Plainfield Public Works Department, or designated representative, along with a copy of
field and lab reports. The testing firm is responsible for all field and lab tests, and
reports.
The mix design for the various items shall be in compliance with the mixes required in
the IDOT standard specifications for road and bridge construction.
6502. CONCRETE TESTING REQUIREMENTS:
All firms used for the testing of concrete shall be approved or chosen by the village at the
developers cost. The testing firms shall be agreed upon at the pre-construction conference
meeting. The developer shall notify the Village of Plainfield Public Works Department,
or designated representative a minimum of 48 hours prior to any structural concrete being
placed.
Only structural concrete will be tested. This shall include but is not limited to; bridges,
box culverts, beams, retaining walls, and items noted by the Village of Plainfield Public
Works Department, or designated representative. Nonstructural items, such as curbs, will
be visually inspected. The developer must notify the Village of Plainfield Public Works
Department, or designated representative 48 hours prior to all concrete placement.
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The developer will supply the Village of Plainfield Public Works Department, or
designated representative with a list of batch plants that will be used for work on the site.
The batch plant list will also include a list of the plants codes as they correlate to IDOT
approved mixes. This list must be delivered to the Village of Plainfield Public Works
Department, or designated representative prior to any concrete being placed.
The testing firm’s inspector shall fill out the village form, and return it to the Village of
Plainfield Public Works Department, or designated representative, along with a copy of
filed and lab reports. The testing firm is responsible for all field and lab tests, making,
picking up, and breaking of cylinders, and reports.
The mix design for the various items shall be in compliance with the mixes required in
the IDOT standard specifications for road and bridge construction.
6600. Mailboxes:
6610. Mailbox replacements shall be per standard detail 6290.
6620. Any new construction mailboxes shall be cluster or pod style.
6700. SIGNS:
6710. The Developer shall install all street name, informational, and regulatory signs.
Installation shall be in accordance with the Manual on Uniform Traffic Control
Devices and consistent with the Traffic Control Plan.
6711. 36” stop signs that are post mounted shall have two posts.
6720. Sign supports shall be UNSTRUT TELESPAR perforated sign posts 1 3/4" x 1
3/4", 14 gauge and 2" x 2" 12 gauge 4’ long anchor minimum or approved equal.
Signs shall be mounted to the supports using rivets, not bolts, with the exception
for street name signs as specified in section 6737 and 6738.
6721. All information and regulatory signs shall be mounted at least seven feet (7’)
above finish grade. Measurement shall be from bottom edge of the lowest sign to
finish grade.
6722. Developer is responsible for submitting a sign plan within the subdivision plans
for review and approval by the Department of Public Works or their designated
representative, as well as record drawings of final sign placement, showing type
and location for each sign.
6723. Install signs within one (1) week of asphalt binder.
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6724. Must maintain proper signage until surface installed.
6725. Developer solely responsible for maintenance until Village accepts signs.
6727. Signs may be mounted on street light poles if in approved location.
6728. Sign placement - MUTCD Manual.
6729. Stop sign - 30" diamond grade V.I.P. stop sign - local streets.
6730. Stop sign - 36" diamond grade V.I.P stop sign - collector/arterial streets.
6731. Speed limit sign - 24" x 36" diamond Grade V.I.P. - 25 MPH on residential
streets. (See Village Standard Detail SIG6720)
6731.a Speed Limit sign - 24" x 30" diamond grade V.I.P. collector\arterial.
6732. Weight Limit 5 Ton@ - 24" x 30" diamond grade V.I.P.
6732a. Truck weight limit – 20,000 LB gross vehicle weight limit on collector streets or
greater as directed by the Village
6733. “Sprinkling Allowed” – 24”x30” “diamond grade V.I.P. (See Village Standard
Detail SIG6730).
6734. “NO PARKING ON VILLAGE STREET FROM 1:00 A.M. TO 6:00 A.M.” Red
on White - 24" x 30" diamond grade V.I.P. (See Village Standard Detail
SIG6740).
6735. “VAN ACCESSIBLE” Handicapped parking sign with $250 fine plate. (See
Village Standard Detail SIG6750).
6736. Each subdivision entrance shall have a series of three sign postings, with a 75’
minimum spacing, “NO PARKING” and “WEIGHT LIMIT” signs, mounted on
same post, followed by “SPEED LIMIT,” and “SPRINKLING.” If space is
limited for the third sign before the first intersection, post multiple signs
immediately past the handicap ramps at each leg of the intersection. (See Village
Standard Detail SIG6700).
6737. Street name signs – Streets with 40 mph speed limit or less
· Signs shall be green with white letters. Street names shall have an initial
uppercase letter with lowercase letters after. 6 inch uppercase letters, 4 inch
lowercase letters. Supplementary names (ave, st, …) shall have an initial
uppercase letter with lowercase letters after. 3 inch uppercase letters, 2.25 inch
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lowercase letters. Panel heights shall be adjusted to fit any tails on letters.
Diamond grade sheeting, 0.125 gauge thickness, series C letters.
· Supplementary lettering to indicate the type of street (such as Street, Avenue,
or Road) or the section of the City (such as NW) may be in smaller lettering,
at least (2 in) high. Conventional abbreviations may be used except for the
street name itself.
· Stack street name if necessary due to length of name.
· Light pole mounting –
o Signs up to 21” in length require Metro Wing Brackets or #8 Metro
Brackets.
o Signs 24” to 30” require Jumbo Wing Bracket or #800 Metro Brackets.
o Signs 30” to 42” require Jumbo Wing Brackets or #800 Metro Brackets
with 12” Extension.
o Signs 42” to 60” require Cantilever Arm Brackets, full length, top and
bottom.
o Signs shall not extend more than 6” past the end of the bracket.
o Bracket banding shall be ¾ x .030 stainless steel.
o Maximum sign length is 48”. Signs longer than 48” consult with Village
for appropriate mounting requirements or possible need to stack street
name due to length.
o Street name signs shall be mounted directed away from the intersection.
· UNISTRUT post mounting –
o Must use 2 blades, single sided, center bolted to UNISTRUT post, with
each end bolted together using spacers. No cross bracket supports will be
allowed, both signs must be individually mounted to post.
o Mounting height shall be a minimum 10’ clearance, if mounted alone or
on street light.
o If mounted on same post as stop sign, 1’ clearance is required between top
of sign and bottom of street name sign.
o Minimum 1 ¾” x 1 ¾” 14 gauge sign post, with a minimum 2” x 2” 12
gauge 4’ long anchor or approved equal.
6738. Street name signs – Streets with greater than 40 mph speed limit
· Signs shall be green with white letters. Street names shall have an initial
uppercase letter with lowercase letters after. 8 inch uppercase letters, 6 inch
lowercase letters. Supplementary names (ave, st, …) shall have an initial
uppercase letter with lowercase letters after. 4 inch uppercase letters, 3 inch
lowercase letters. Panel heights shall be adjusted to fit any tails on
letters.Diamond grade sheeting, 0.125 gauge thickness, series C letters.
· Lettering on ground-mounted Street Name signs shall be at least 8 inches high
in capital letters. Supplementary lettering to indicate the type of street (such as
Street Avenue, or Road) or the section of the City (such as NW) shall be 4 in
high. Conventional abbreviations may be used except for the street name
itself.
· Stack street name if necessary due to length of name.
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· Same Light pole and UNISTRUT mounting standards are required as section
6737.
· At intersections with residential streets – larger sign size prevails.
6739. All other signs shall be size, color, and wording according to the MUTCD
Manual.
6740. No signs shall be installed without an approved sign plan.
6741. Prior to installation, the contractor installing the signs shall submit proofs and
materials list for approval to the Village of Plainfield Public Works Department or
designated representative.
6800. PAVEMENT STRIPING:
6805. Pavement markings shall be constructed in accordance with the requirements of
Federal and State statutes or regulations; Standards Specifications for Road and
Bridge Construction in Illinois, latest edition; Subdivision Regulations for the
Village of Plainfield; in addition, the following specifications shall apply. All
contractors shall be IDOT prequalified.
6810. All pavement Striping on asphalt binder and asphalt surface courses shall be
thermoplastic.
6820. Pavement markings on concrete pavement shall be tape, Type III in accordance
with applicable articles of section 703 of the Standard Specifications for Road and
Bridge Construction in Illinois.
6830. All subdivisions (Residential and Commercial), and all commercial and industrial
site plans shall have a pavement marking plan.
6840. Residential streets shall have crosswalks and stop bars marked where applicable
after placement of the asphalt surface course.
6850. Collector streets and greater shall have pavement markings placed after the binder
and surface courses. Pavement markings shall be placed within 48 hours after
paving is complete.
6860. All parking stalls shall have white stripes.
6870. Collector streets and greater shall have recessed reflective pavement markers
installed at centerline skip dash, double yellow centerline and turn lanes or as
directed by the Director of Public Works.
6880. Stop bars shall be 24-inches wide and will be required at all stop sign locations.
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6890. Crosswalks 6-inch wide lines at intersections, 12-inch bars at school crossings.
12-inch diagonal (45˚) bars at bike paths or multiuse paths.
6891. Collector streets and greater shall have grooving for recessed pavement markings
installed prior to final thermoplastic on the surface course. Grooving for recessed
pavement markings shall be per IDOT BDE special provision 80304 or latest
IDOT specification.
6892. Typical pavement markings shall be per Village standard details RDW6190,
RDW6200, RDW6210, RDW6220, RDW6260 or IDOT Standard detail 780001
6900. DETOUR PLANS:
6910. For all road closures, the developer will be responsible for preparing, installing,
and removing a detour plan as approved by the Village of Plainfield Public Works
Department or their designated representative.
6920. Detour plans shall consist of signs shown only on the detour sign plan standard.
6930. All signs shall have a minimum high intensity sheeting. Engineering grade
sheeting will not be allowed.
6940. All signs shall have orange sheeting with black letters.
6950. All signs shall conform to minimum sizes set in the latest edition of the MUTCD
and the minimum sizes set on the Village of Plainfield Standard Specifications for
detour plans.
6960. After the detour plan is approved by the Public Works Department, the developer
is responsible for obtaining approval to use any and all roads not under the
jurisdiction of the Village of Plainfield. These agencies may include road districts,
township highway departments, country highway departments, IDOT, or other
municipalities.
6970. Advance notice signs shall be placed seven (7) days prior to the date of closure.
6980. The Department of Public Works will provide advance notice of any closure to
Emergency Services, School Districts, Townships, Municipalities, and Counties.
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
SPECIFICATIONS FOR STREET LIGHTING
7000. General:
All work and equipment performed and installed under this section shall be governed
and shall comply with the most current edition/version of the following
specifications, manuals, and codes. The Village shall decide all questions which arise
as to the interpretation of the specifications:
1. American National Standard Practice for Roadway Lighting
(ANSI/IES RP8).
2. The National Electrical Code (NEC, NFPA 70).
3. Standard Specifications for Road and Bridge Construction (by Illinois
Department of Transportation).
4. The Manual on Uniform Traffic Control Devices for Streets and
Highways, and the Illinois Supplement to the National Manual on
Uniform Traffic Control Devices adopted by the Illinois Department
of Transportation
5. The National Electrical Safety Code.
6. ASTM Specifications.
7. AASHTO Specifications
8. Com-Ed standards and requirements for electrical service.
9. Local codes, ordinances, and development standards of the Village.
A. All developments shall include the design and construction of a street lighting
system for the illumination of all streets and roadways which lie in or border
the development. The sections in this standard are intended to further define
the elements of both design and construction of street lighting and street
lighting systems in Plainfield, Illinois.
B. Prior to the installation of any street lights, the following submittals are
required for review and approval by the Village:
1. Layout of the proposed street lighting system showing pole
locations/setbacks, conduit routing, service pedestal and/or lighting
controller locations, light pole mast arm length and orientation, source
of power; and all utilities both underground and overhead; right-of-
way and any easements.
2. Manufacturer’s information on lighting controllers service pedestals,
poles, luminaires, mast arms, unit duct, wire, conduit and
appurtenances.
3. Voltage drop calculations are required for all street lighting
installations.
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a. Calculations shall be provided for all branch circuits.
b. Voltage drop shall not exceed 6% for any branch circuit.
4. The specific street lighting design requirements for Residential
Subdivisions shall be as follows:
a. All poles shall be directly connected to electric pedestals (no
central controller cabinet), with no more than 3 poles
connected to a single pedestal. All pedestal service connections
and locations shall be coordinated and verified with ComEd
and the Village. The contractor shall be responsible for all
conduit and wiring between poles along road right-of-way as
well as between pole and pedestal location.
b. A pole shall be located at each intersection in the “stop sign”
position oriented at 90 degrees to the street; and on each cul-
de-sac, on the point where the tangent meets the circular
outside of the cul-de-sac; and at mid-block locations not
exceeding 250 feet; and at additional locations where
conditions warrant additional lighting per the Village.
5. The specific street lighting design requirements for Commercial and
Industrial Areas shall be as follows:
a. All poles shall be connected to a central controller cabinet. All
controller service connections and locations shall be
coordinated and verified with ComEd and the Village. The
contractor shall be responsible for the electric service conduit
and wiring between the controller cabinet and the electric
service connection point.
b. Light poles shall be installed in a single sided or opposite
configuration. The design shall meet or exceed the
requirements of ANSI/IES RP-8, American National Standard
Practices for Roadway Lighting, Type 3 surface as follows:
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Recommended Luminance Values
(Per ANSI/IESNA RP-8-18 Table 11-1)
Road
Classification
Pedestrian
Activity
Classification
Average
Luminance
Lave (cd/m2)
Uniformity
Ratio
Lave/Lmin
(Maximum Allowed)
Uniformity
Ratio
Lmax/Lmin
(Maximum Allowed)
Veiling Luminance
Ratio
Lvmax/Lave (Maximum Allowed)
Major
High 1.2 3.0 5.0
0.3 Medium 0.9 3.0 5.0
Low 0.6 3.5 6.0
Collector
High 0.8 3.0 5.0
0.4 Medium 0.6 3.5 6.0
Low 0.4 4.0 8.0
Local
High 0.6 6.0 10.0
0.4 Medium 0.5 6.0 10.0
Low 0.3 6.0 10.
Recommended Illuminance Values for Intersections
(Per ANSI/IESNA RP-8-18 Table 12-1)
Functional Classification
Average Maintained Illumination at Pavement by
Pedestrian Activity Level Classification (Footcandles)
Illuminance
Uniformity Ratio
(Eave/Emin)
High Medium Low
Major/Major 3.2 2.4 1.7 3.0
Major/Collector 2.7 2.0 1.4 3.0
Major/Local 2.4 1.9 1.2 3.0
Collector/Collector 2.2 1.7 1.1 4.0
Collector/Local 2.0 1.5 0.9 4.0
Local/Local 1.7 1.3 0.7 6.0
C. Provide to the Village one spare luminaire for every ten (10) luminaires
installed, and one spare light pole for every twenty (20) poles installed.
7001. Definition of Street and Area Classifications:
Street and area classifications are defined in the Village Transportation Plans and as follows.
A. Street Classifications:
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1. Local – Street and roadways that are used primarily for direct access to
commercial properties.
2. Collector – Streets and roadways servicing traffic between major and
local streets. They do not handle through-traffic flow.
3. Major – Streets and roadways that serve as the principal network for
through-traffic flow. These streets connect areas of principal traffic
generation and important rural roadways leaving the town. These
routes are often known as “arterials”, or “thoroughfares”.
B. Pedestrian Conflict Area Classification:
1. Low - Area with very low volumes of night pedestrian usage. Typical
for areas of very low density developments, and semi-rural areas.
2. Medium – Area where a limited number of pedestrians utilize the
streets at night. Typical for downtown office areas, blocks with
libraries, multi-family dwellings and neighborhood shopping, and
older town areas.
3. High – Area with significant numbers of Pedestrians expected to be on
the sidewalk or crossing the street at night. Examples are downtown
retail areas, near theaters, and concert halls etc.
C. Area Classification:
1. Residential – Area consisting primarily of single family residents or
multi-family dwellings.
2. Commercial – Area consisting primarily of commercial businesses.
3. Industrial - Area consisting primarily of small manufacturing,
warehouse or other service facilities.
7005. Light Poles for Residential Subdivisions:
A. Standard Street lighting - Shall consist of a 23-foot single arm residential
lighting unit (See Detail LGT7000) or a 23-foot twin arm residential lighting
unit (See Detail LGT7010).
B. Decorative Street lighting – Contact the Village for using decorative lighting
in residential subdivisions.
7010. Light Poles for Commercial and Industrial Areas:
A. Street lighting on commercial and industrial streets and roadways shall consist
of a 30-foot, 35-foot, or a 40-foot roadway lighting unit. The pole shall have a
single arm (See Detail LGT7030) or twin arms (See Detail LGT7040) if
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median mounted. Each unit shall be installed on a breakaway transformer base
(See Detail LGT7050).
7011. Central Lighting Controller:
A. Cabinet (See Detail LGT7060).
1. A street lighting controller shall consist of furnishing and installing a
roadway lighting electrical control cabinet complete with foundation
and wiring for control of roadway lighting as specified herein and as
directed by the Village. The control cabinet together with all of its
components shall be U.L. listed under UL508A.
2. The cabinet shall be a ground mount of minimum width of 30 inches x
48 inches in height x 17-3/4 inches minimum depth (IDOT Type III)
and shall be fabricated from aluminum alloy of 0.125 inches in
thickness. The cabinet shall have a smooth natural aluminum mil
finish. The cabinet enclosure shall have a NEMA 3R rating.
3. The main door shall have a cellular neoprene gasket which is rain and
dirt tight without louver slots in the lower portion of the door to
exclude the entry of moisture, dirt and insects. Hinges are 14 gauge
stainless steel. Standard equipment includes a three point locking
system which secures the door at the top, bottom and center. A Corbin
lock with two keys is also furnished. The main door is equipped with a
two position door stop, one stop at 90 degrees and the other at 120
degrees. A 6”x11” stainless steel engraved nameplate with the legend
“Plainfield Street Lighting” shall be fabricated and mounted on the
main door.
4. The cabinet shall be equipped with one inch screened vent holes in the
underside of the overhand above the cabinet door, which is designed to
resist moisture, dirt and insects.
5. The equipment mounting panel shall be made of 1/2 inch (6.35 mm)
minimum non-asbestos, inorganic, non-conducting material and shall
be drilled and tapped for front mounting of the equipment. The panel
shall be easily installed and removed from the front of the panel.
B. Controller Foundation.
1. The foundation shall be furnished and installed in place per the
dimensions shown on Detail LGT7060.
2. The anchor bolts shall comply with ASTM A576. The top 6 inches of
the anchor bolts shall be hot dipped galvanized steel according to
ASTM 153. The nuts and lock washers shall be galvanized also.
3. The foundation shall include a 2 inch galvanized steel conduit raceway
for the service, a minimum of six (6) 4 inch galvanized steel conduit
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raceways for 1¼ inch unit duct field circuits, two of which shall be
spare.
4. A ground field shall be installed outside the concrete foundation (see
section 6020.B).
C. Controller Operation.
1. The street light controller shall control and provide over current
protection for individual street light circuits. Each circuit is to be
protected by the use of individual thermal-magnetic circuit breakers.
a. The street light controller shall be actuated by a photocell,
which will operate through an auxiliary on-delay relay to pick
up the controller’s main mechanically held contactor. The
operation of the photocell will insure that the street light
circuits are energized during nighttime hours and de-energized
during daytime hours.
D. Controller Equipment. (See Detail LGT7070 & LGT7080).
1. Main breaker, 100 ampere, 2 pole, 240 volt, 22KAIC.
2. Branch circuit breakers, 30 ampere, 2 pole, 240 volt, 22KAIC.
3. Control breaker, 15 ampere, 1 pole, 120 volt, 22 KAIC.
4. Cabinet light/receptacle breaker, 20 ampere, 1 pole, 120 volt, 22
KAIC.
5. Contactor, 100 ampere, 2 pole, single throw, electrically operated and
mechanically held remote switch, 120 volt coil.
6. Contactor relay, double pole double throw, 5 ampere, adjustable delay
type.
7. Hand-Off-Auto switch, 120 volt, manual return, NEMA 4X enclosure.
8. Cabinet light switch, 20 ampere, 120 volt, door activated plunger type.
9. Cabinet light, 120 volt, 32 watt compact fluorescent, enclosed and
gasketed type.
10. Cabinet receptacle, 20 ampere, 120 volt, duplex GFCI, NEMA 4X
enclosure.
11. Photocell terminal block, 120 volt.
12. Power distribution blocks, 240 volt, size as required (double lugging
not allowed).
13. Surge Protector, 120 volt phase to ground, 36 k-amps per phase.
14. Neutral bus bar, ¼” x 1” x 12”, color coded white, labeled “neutral”.
15. Ground bus bar, ¼” x 1” x 12”, color coded green, labeled “ground”.
16. Spare circuit breaker for future use, 20 ampere, 1 pole, 120 volt, 22
KAIC.
E. Electric Service to Lighting Controller.
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1. This section includes the installation of conduit and wire from the
lighting controller to the point of connection to ComEd. (See Detail
LGT7100).
2. Electric service shall be 100 ampere-120/240 volts-single phase-3
wire. The wiring from ComEd to the lighting controller shall be 3/C -
#2 XLP- Type USE cables with colored insulation of black, red and
white in 2-inch rigid galvanized steel conduit.
3. A metallic threaded bushing with lug shall be installed on the
galvanized steel conduit for the service and connected by a 1/C #6
XLP- Type USE bare cable to the ground rod.
F. Wiring.
1. Power wiring within the cabinet shall be of the size specified for the
corresponding service conductors and branch circuits and shall be
rated RHH/RHW, 600 volts.
2. Control and auxiliary wiring shall be a minimum of #12 copper and
rated MTW with jacket, 600 volt, stranded copper of appropriate
colored insulated of red, black, white and green.
3. All power and control wiring shall be tagged with self-sticking cable
markers and shall be stranded copper.
4. All switches, controls and the like shall be identified as to function and
position (as applicable) by means of engraved 2 color nameplates
attached with screws.
G. Circuit Breakers.
1. All feeders, branch circuits, and auxiliary and control circuits shall
have over current protection per the requirements of the NEC and as
shown on the engineering plans. The over current protection shall be
by means of circuit breakers.
2. Circuit breakers shall be standard UL-listed molded case, thermal
magnetic type breakers with trip free indicating handles with terminals
adequate to accommodate a minimum #6 single conductor copper
cable.
3. Circuit breakers shall have a UL-listed interrupting rating of not less
than 22,000 rms symmetrical amperes at rated voltage.
4. There shall be a minimum of (5) branch circuit breakers plus one (1)
spare circuit breaker. The actual number to be determined by design.
H. Contactor.
1. The contactor shall be electrically operated, mechanically held, with
two poles and a coil voltage of 120 volts.
2. Contactor shall be complete with a non-conducting inorganic, non-
asbestos sub-panel for mounting.
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3. Contactor shall be mechanically held and shall be complete with coil-
clearing contacts to interrupt current through the coil once the
contactor is held in position.
4. The main contactor contacts shall be double break, silver to silver
type. They shall be spring-loaded and provide a wiping action when
opening and closing. The contacts shall be renewable from the front
panel, self-aligning, and protected by auxiliary arcing contacts.
5. The line and load terminals shall be pressure type terminals of copper
construction and of the proper size for the ampere rating of the
contactor.
6. Protection from accidental contact with current carrying parts, when
operating the contactor manually, shall be provided.
7. Contactors shall be clearly marked to indicate whether they are in the
open or closed position.
I. Hand-Off-Auto Switch / Photocell.
1. The cabinet shall be equipped with automatic and manual operating
controls via a three position H.O.A. switch. The switch shall be
premium specification grade, rated for the applied duty, but not less
than 20 amperes at 120 volts and shall be mounted in a 4-inch square
box with cover. The switch shall have a name plate legend “Hand-Off-
Auto”.
2. The cabinet control and auxiliary device circuit shall have over current
protection as indicated and as required by NEC.
3. The lighting controller shall be controlled by an individual button type
photocell mounted in the cabinet overhang. The photocell shall operate
at 120 volts, 60 Hertz, AC, and be rated at 1,000 watts. The photocell
shall be a single pole-single throw normally closed switch with a
minimum of 30 second time delay. The photocell shall turn on
between 1 to 4 Footcandles (Fc) and turn off between 3 to 12 Fc.
J. Interior Lighting and Receptacle.
1. The auxiliary device circuit shall provide 120 volts single phase to
supply the convenience receptacle and cabinet light.
2. The cabinet shall be equipped with an interior, 32 watt compact
fluorescent lighting fixture of the enclosed and gasketed type switched
from a single pole, single throw, 20 amperes door activated switch.
The light shall be mounted in a weatherproof cast aluminum box. The
lamp shall have 10,000 hour life rating and capable of starting at 5° F.
3. The cabinet shall be equipped with a 120 volt, 20 ampere GFI duplex
receptacle, premium specification grade mounted in a weatherproof
cast aluminum box.
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K. All loads shall be shown on the drawings indicating the number of luminaires,
wattage per luminaire, total load in watts & total load in amps at 240 volts for
each circuit. (See Detail LGT7090).
L. Testing and Documentation.
1. Prior to shipment of the completed cabinet, the control cabinet shall be
tested for load, short circuits and complete operation of the cabinet as
specified herein and as shown on the plans. There shall be 5 copies of
the wiring schematic located in a clear plastic envelope mounted to the
inside of the cabinet door.
7012. Residential Lighting Control Pedestal:
A. Cabinet.
1. Shall consist of furnishing and installing a secondary service
connection pedestal cabinet complete with a service disconnect switch
and ground rod/ wiring for control of roadway lighting as specified
herein and as directed by the Village. Where required by ComEd the
pedestal shall be metered (see Detail LGT7110 for metered pedestal
and Detail LGT7120 for unmetered pedestal).
2. The cabinet shall be ground mount and shall be fabricated from 14
gauge galvanized steel. The cabinet shall be factory primed and
powder coat with standard finish. The cabinet enclosure shall have a
NEMA 3R rating.
3. The main door shall have a rounded front and be padlockable. A 3”
high stainless steel engraved nameplate with the legend “Plainfield
Street Lighting” shall be fabricated and mounted on the main door.
4. The cabinet shall be located in the utility easement. The contractor
shall coordinate the location with the Village and ComEd.
B. Operation.
1. The pedestal shall provide constant power and over current protection
for up to three (3) individual street lights. Each street light shall be
individually photocell controlled.
C. Equipment.
1. Metered Pedestal: breaker, (1) 20 ampere, 2 pole, 240 volt, 22 KAIC.
2. Unmetered Pedestal: Breaker, (2) 20 ampere, 1 pole, 120 volt,
22KAIC.
D. Electric Service to Pedestal.
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1. This section includes the installation of conduit and wire from the
pedestal to the point of connection to ComEd.
2. Electric service shall be 30 ampere-120 volts-single phase-2 wire for
unmetered service and 30 ampere-120/240 volts-single phase-3 wire
for metered service. The service wiring from ComEd to the lighting
controller shall be #6 XLP- Type USE cables in 1 1/4” Sch40 HDPE
conduit. Service wire shall have colored insulation of black and white
for 2 wire service; and black, red and white for 3 wire service.
E. Testing and Documentation.
1. Prior to installation of the pedestal, it shall be tested for load, short
circuits and complete operation of the cabinet as specified herein and
as shown on the plans. There shall be 5 copies of the wiring schematic
located in a clear plastic envelope mounted to the inside of the cabinet
door. The schematic shall include addresses and locations of all
connected light poles.
7013. Light Pole Identification:
A. Light Pole Identification Number shall consist of furnishing and affixing the
Village of Plainfield street lighting identification number to each street
lighting pole installed by the Contractor (See Detail LGT7130). The Village
will provide the numbering scheme. This work shall be performed in
accordance with the following provisions:
1. The light pole identification number for concrete poles shall consist of
six (6) black numbers, arranged vertically, each 1 ½ inches in height,
spaced ¾ inch apart on a white background, a minimum of 2-inch wide
by 14 inches high with 5/8 inch between the top number and the top
edge of the background sheeting and 5/8 inch between the bottom of
the bottom number and the bottom edge of the background sheeting.
The numbers shall be a minimum of 1 ½ inches in height of Standard
Alphabets for Highway Signs, FHWA, of “C” brush stroke width.
2. The light pole identification number for aluminum poles shall consist
of six (6) black numbers, arranged vertically, each 1 ½ inches in
height, spaced ¾ inch apart on a yellow background, a minimum of 2
1/2-inches wide by 14 inches high with 5/8 inch between the top
number and the top edge of the background sheeting and 5/8 inch
between the bottom of the bottom number and the bottom edge of the
background sheeting. The numbers shall be a minimum of 1 ½ inches
in height of Standard Alphabets for Highway Signs, FHWA, of “C”
brush stroke width.
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3. The numbers and the background shall be retroreflective sheeting
meeting the requirements for Engineer Grade Sheeting, Type B
Reflective Sheeting per Section T602.01 of the Illinois Standard
Specifications for Traffic Control Items. The material for the
background shall be pressure sensitive 3M Control Tack.
4. The light pole identification number shall be placed on each light pole
installed by the Contractor in the following manner:
a. On the side of the pole facing the curb or the street.
b. On the pole bottom of numbers 84 inches above the elevation
of the ground measured to the bottom of the light pole
identification number.
7014. Light Pole Foundations:
A. Either poured in place concrete foundations or prefabricated steel helix screw
in type foundations may be used. Concrete foundation must be used for all
decorative poles and for roadway poles where in or adjacent to hard surfaces
(concrete, brick, etc.).
B. Concrete foundations: The concrete foundation shall be 24 inch diameter by a
depth as shown on the detail, with the top 18 inches of the foundation formed
using a round manufactured form. The form used shall result in a smooth
uniform finish along at least the top 18 inches of the foundation. The top of
the form shall produce a 1 inch chamfer around the top of the finished
concrete. The form shall be removed after the concrete has cured. The balance
of the foundation shall be poured against undisturbed earth. The concrete
foundation shall include reinforcing bars as shown on the standard detail. The
anchor bolts shall be galvanized and as specified by the street light pole
manufacturer. One 5/8 inch diameter by 10 foot long copper clad steel ground
rod shall be cast into the concrete foundation with two (2) inches protruding
above the top surface of the concrete. The ground rod shall be installed at an
angle with 8-foot in contact with the soil. Two Sch40 PVC conduit stubs with
90 degree sweep elbows at the bottom shall exit the foundation at 30 inches
below grade. If one conduit is not used for electrical cable at this time then it
shall be capped watertight. The anchor bolts shall be installed so that the base
casting of the street light pole is parallel to the back of the curb or edge
pavement. Foundation shall be in accordance with sections 836, 1020, and
1070 of the IDOT standard specifications. (See Detail LGT7140).
C. Metal Helix Foundations: Metal foundations shall be fabricated from steel
new unused from any previous application and shall be galvanized according
to AASHTO M 111. The manufacturer shall provide a certification that the
materials are new and meet the specified requirements and shall accompany
the submittal. Metal foundations shall be fabricated with two wiring entry
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slots parallel with the shaft axis and aligned with base plate faces 180 degrees
apart. Each slot shall have rounded smooth edges, shall be 3 inches wide by
18 inches long, and shall extend down from a point on the shaft 12 inches
below the base plate. Continuous slots up and through the base plate will not
be acceptable. Studs or threaded rods shall be furnished with the foundations
and shall be galvanized. Foundations shall have an 8 inch diameter shaft and
be 84” long for roadway type poles. Base plates, bolt circles and bolt
diameters shall be fully coordinated poles manufactures. Foundation shall be
in accordance with sections 836 and 1070 of the IDOT standard
specifications. (See Detail LGT7150).
7015. Underground Conduit:
A. Electric service conduit shall be rigid galvanized steel installed to a minimum
depth of 30 inches and in accordance with ComEd requirements. The service
conduit can be installed by directional boring or by the trench and backfill
method. The conduit shall be installed in accordance with sections 804 and
810 of the IDOT standard specifications.
B. Branch circuit conduit shall be high density polyethylene (HDPE) unit duct
installed to a minimum depth of 30 inches. The unit duct wall shall be smooth
wall and have a minimum thickness of Schedule 40. The unit duct shall be
installed in continuous unspliced lengths. Unit duct can be installed by
directional boring, plowing or by the trench and backfill method. The conduit
shall be installed in accordance with sections 810 and 816 of the IDOT
standard specifications.
C. All branch circuit unit ducts shall be installed in protective rigid galvanized
steel conduit sleeves where installed under roadways or commercial/industrial
drives. The sleeves shall be installed a minimum of 42 inches below the top of
edge of pavement, and extend a minimum of two feet past the back of curb.
The sleeves can be installed by directional boring or by the trench and backfill
method. The conduit shall be installed in accordance with sections 810 and
816 of the IDOT standard specifications. (See Detail LGT7160).
D. Using the trenching or plowing method shall only be used for placing conduit
under new roads, drives or paved areas, unless otherwise approved by the
Village. The directional boring method shall be used for installing conduit
under existing roads, drives, or paved areas, unless otherwise approved by the
Village.
E. Trenching and backfill installations: The contractor shall install continuous 6”
wide warning tape 12 inches below grade. The warning tape shall be red with
black lettering reading “Electric Line buried below”. Installation shall be in
accordance with section 810.04(a) of the IDOT standard specifications.
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F. Directional Boring Installations: A remotely steerable, fluid cutting tunneling
system is to be used to install the conduit assembly. The tunneling system
shall be electronically detectable and shall line the tunnel with a clay lining as
it tunnels. Installation shall be in accordance with section 816.03C of the
IDOT standard specifications.
G. Plowing Method: Where plowed the unit duct shall be laid in place and the
duct shall not be pulled through the length of the cut behind a bullet-nose
mandrel or similar apparatus. Plowing operations shall be non-injurious to the
duct. Installation shall be in accordance with section 816.03A of the IDOT
standard specifications.
7016. Wiring:
A. Service Wiring: Shall be stranded insulated copper rated for 600 volts, and
have XLP-Type USE insulation rating. The wiring shall be continuous
without splices between the control cabinet and the point of electric service.
The service wiring shall be color coded black and red for the phase
conductors, and white for the neutral conductor.
B. Branch Circuit Wiring: Shall be stranded insulated copper rated for 600 volts,
and have XLP-Type USE insulation rating. The wiring shall be continuous
without splices between the control cabinet and the street light pole. The
wiring shall be color coded black and red for the phase conductors, and white
for the neutral conductor (when a neutral is required), and green for the
ground conductor. The wiring shall be #6 Awg minimum for local streets, and
#4 Awg minimum for collector and major streets. Conduit runs in residential
subdivisions shall have one circuit. Conduit runs in all other areas shall have
two circuits (alternating).
C. Pole Wiring: Shall be #10 Awg stranded insulated copper rated for 600 volts,
and have XLP-Type USE insulation rating. The wiring shall be continuous
without splices between the control cabinet and the street light pole. The
wiring shall be color coded black or red for the phase conductors, and white
for the neutral conductor (when a neutral is required), and green for the
ground conductor.
D. All wiring shall be in accordance with sections 817 and 1066 of the IDOT
standard specifications.
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7017. Splicing and Fusing:
A. All splicing shall be done above grade, in pole handholes, junction boxes and
cabinets only. No splicing shall be allowed in below grade handholes. Splices
shall be made with an irreversible compression type connector, waterproof
sealant and a heat shrinkable cap. The cap shall be of size suitable for the
splice and have sealant tape applied not less than one half-lapped layer
extending past the cap a minimum of ½ inch. Sealant tape shall also be
wrapped into the crotch of the splice. Cloth Tape Wire Markers. (See Detail
LGT7170).
B. Wire identification: All wire ends (at spices and connections to equipment)
shall be labeled with appropriate circuit identification by the application of
self-sticking wire markers, wrapped around the wire. The markers shall have
black characters not less than 5/16 inches high on a white or yellow
background. Markers shall be in strips not less than 1 1/2 inches long and
shall be made of a high-tack cloth tape with printing protected by a clear,
permanent overcoating. Installation shall be in accordance with section
1066.06A of the IDOT standard specifications.
C. All light pole luminaires shall be individually protected by inline fuses located
in the pole base. Fuse holders shall be breakaway type. The fuse holder shall
have a minimum rating of 30 amps and be sized for 13/32” x 1 ½” fuses.
Wires shall be carefully stripped only as far as needed for connection to the
device. Over-stripping shall be avoided. An oxide inhibiting lubricant shall be
applied to the wire for minimum connection resistance before the terminals
are crimped-on. Crimping shall be performed in accordance with the fuse
holder manufacturer’s recommendations. The exposed metal connecting
portion of the assembly shall be taped with two half-lapped wraps of electrical
tape and then covered by the specified insulating boot. The fuse holder shall
be installed such that the fuse side is connected to the pole wire (load side)
and the receptacle side of the holder connected to the line side. In-line fuse
holder(s) shall be provided on all neutral conductors with a listed solid slug in
place of the fuse in the base of each lighting standard. Fuses for fuse holders
on line/load cable to pole wire connection shall be time delay, rated for 5
amperes. (See Detail LGT7170).
7018. Handholes:
A. Location and Type: A handhole shall be used at both sides of every conduit
street crossing. A handhole on one side of a street crossing may be eliminated
if the conduit terminates into a pole foundation. A poured in place type
concrete handhole shall be used in paved areas and a precast polymer concrete
handhole shall be used in unpaved areas.
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B. Poured in Place Concrete Handhole: Shall have a minimum interior dimension
of 22 inches by 22 inches, with a cast iron frame and lid matching these
dimensions. Hinged lids shall not be used. The lid shall have “Street Lighting”
logo cast into it. All conduits shall enter the handhole at a minimum depth of
30 inches. Provide a galvanized steel cable hook on each side of the handhole.
Ground/bond frame and cover with an XLP-Type USE conductor sized to
match equipment ground conductor. Shall be in accordance with sections 814
and 1088.06 of the IDOT standard specifications. (See Detail LGT7180)
C. Precast Polymer Concrete Handhole: Shall have a minimum interior
dimension of 11 inches by 18 inches by 18 inches deep, with a bolt down
gasketed lid matching these dimensions. The lid shall have “Street Lighting”
logo cast into it. The box and lid shall have an ANSI Tier 15 wheel loading of
15,000 pounds vertical force and 800 pounds per square foot lateral. All
conduits shall enter the handhole at a minimum depth of 30 inches. Shall be in
accordance with sections 814 and 1088.05 of the IDOT standard
specifications. (See Detail LGT7180)
7020. Grounding:
A. Installation of ground rods are required for the grounding of electrical services
and for supplementing the equipment grounding system via connection at each
light pole or other equipment throughout the street lighting system. Ground
rods shall be copper clad steel. All materials and work shall be in accordance
with Article 250 of the NEC and section 806 of the IDOT standard
specifications.
B. Lighting Controller Service grounding: Grounding shall be by the installation
of one (3) 5/8 inch diameter by 10 feet long ground rods, with each rod
enclosed by a 12”x12” composite concrete handhole and connected to the
ground terminal bus bar in the cabinet by a #6 Awg bare stranded copper wire.
C. Direct Connected Pedestal Service grounding: Grounding shall be by the
installation of one (1) 5/8 inch diameter by 10 feet long ground rod located
inside the pedestal cabinet and connected to the ground terminal bus bar in the
cabinet by a #8 Awg bare stranded copper wire.
D. Supplementary Pole grounding: Grounding shall be by the installation of one
(1) 5/8 inch diameter by 10 feet long ground rod cast into the concrete pole
foundation (or in earth adjacent to direct bury concrete pole) and to connected
to the pole ground lug by a #6 Awg bare stranded copper wire. Metal helix
foundations do not require a supplementary ground rod.
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7030. Lighting System Testing:
A. Before final inspection, the electrical work shall be tested. Tests may be made
progressively as parts of the work are completed, or may be made when the
work is complete. Tests shall be made in the presence of the Village. Items
which fail to test satisfactorily shall be repaired or replaced. Tests shall
include checks of control operation, system voltages, cable insulation, service
ground resistance, and amperage loads on the service and all branch circuits.
Prior to any testing, the new luminaires shall be continuously operated (be
burned in) for 7 days. The contractor shall furnish all required labor and
equipment to perform testing.
B. The following tests shall be made:
1. Voltage Measurements. Voltages in the cabinet from phase to phase
and phase to neutral, at no load and at full load, shall be measured and
recorded. The voltage at the last pole on each circuit run shall be
measured and recorded.
2. Insulation Resistance. Insulation resistance to ground of each circuit at
the cabinet, with all loads connected, shall be measured and recorded.
On tests of new cable runs, the readings shall exceed 50 megohms for
phase and neutral conductors with a connected load over 20 amperes,
and shall exceed 100 megohms for conductors with a connected load
of 20 amperes or less. On tests of cable runs which include cables
which were existing in service prior to this contract, the resistance
readings shall be the same or better than the readings recorded at the
maintenance transfer at the beginning of the contract. Measurements
shall be taken with a megohm meter approved by the Engineer.
3. Loads. The current of each circuit, phase main, and neutral shall be
measured and recorded. The Engineer may direct reasonable circuit
rearrangement. The current readings shall be within ten percent of the
connected load based on material ratings.
4. Resistance of Service Grounding Electrodes. Resistance to ground of
grounding electrodes shall be measured and recorded. Measurements
shall be made with a ground tester during dry soil conditions as
approved by the Engineer. Resistance to ground shall not exceed 10
ohms.
5. Ground continuity. Resistance of the system ground as taken from the
farthest extension of each circuit run from the controller (i.e. check of
equipment ground continuity of each circuit) shall be measured and
recorded. Readings shall not exceed 2.0 ohms, regardless of the length
of the circuit.
6. All measurements shall be recorded on the Lighting Controller
Inventory and Testing Summary on detail LGT7200.
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7035 Record Drawings and Contract Guarantee:
A. Record Drawings: Alterations and additions to the electrical installation made
during the execution of the work shall be neatly and plainly marked in red by
the Contractor on the full-size set of record drawings kept on site during
working hours. These drawings shall be updated on a daily basis and shall be
available for inspection by the Village during the course of the work. The
record drawings shall include all plans, details, notes, schedules, single line
diagrams, etc., applicable to the electrical work and other information useful
to locate and maintain the electrical system. As part of the record drawings,
the Contractor shall inventory all materials, new or existing, on the project and
record information on inventory sheets provided by the Engineer. Upon
request, a full-size set of reproducible drawings of the lighting work will be
made available to the Contractor for the purpose of compliance with these
requirements. When the work is complete, and seven days before the request
for a final inspection, the full-size set of contract drawings, stamped
“RECORD DRAWINGS”, shall be submitted to the Engineer for review and
approval and shall be stamped with the date and the signature of the
Contractor’s supervising Engineer or electrician. The Contractor shall provide
two sets of electronically produced drawings in a moisture proof pouch to be
kept on the inside door of the controller cabinet or other location approved by
the Engineer. These drawings shall show the final as-built circuit
orientation(s) of the project in the form of a single line diagram with all
luminaires numbered and clearly identified for each circuit.
B. Contract Guarantee: Acceptance of electrical work will be given at the time
when the Village assumes the responsibility to maintain the work or at the
time of final inspection. When the electrical work is complete, tested, and
fully operational, the Contractor shall schedule an inspection for acceptance
with the Village no less than seven working days prior to the desired
inspection date. The Contractor shall furnish necessary labor and equipment to
make the inspection. Inspection will not be made until after the delivery of
acceptable record drawings, specified certifications, and the required
guarantees. The Contractor shall provide a written guarantee for all electrical
materials and workmanship provided under the contract for a period of one (1)
year after the date of acceptance. All manufacturer’s warranties and
instruction sheets shall be furnished by the for materials and supplies and for
operation of the installation, and shall be delivered to the Village prior to
acceptance of the project.
All necessary repairs to or replacement of said warranted material or
apparatus for reasons not proven to have been caused by negligence on the
part of the user or acts of a third party shall be made by the Contractor at no
additional cost to the Village.
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7040. Restoration:
A. All areas damaged or disturbed by the contractor’s operations including
storage of materials or equipment and movement of vehicles shall be restored.
Disturbed areas shall be restored to a condition equivalent or better than
existing and shall be satisfactory to the Village.
B. Potholing for utility crossings: Where potholing is required in/adjacent
roadways or driveways, the contractor shall contact the Village prior to
excavating. The contractor shall obtain prior approval from the Village prior
to closing any lanes of traffic. All potholing excavations shall be fully restored
to its original condition within 10 days. No excavations shall be left open
overnight, they shall be filled with gravel or covered with a steel plate sized to
accommodate vehicular traffic. Driveways shall be restored to at least the
same condition as existing. All roadway repairs shall be approved by the
Village.
C. Backfilling of excavations: All excavations in or within two feet of roadways
or driveways shall be backfilled with gravel in accordance with IDOT
standards. All excavations in landscaped areas shall be backfilled with
excavated material that is free from brick, rock or any material that may
damage the conduit. To prevent settling, all excavations shall be backfilled in
6 inch lifts and mechanically compacted between lifts.
D. Existing grassy areas shall be restored by seeding unless otherwise directed by
the Village. Prior to seeding, the subgrade shall be loosened to a minimum
depth of 3 inches, and all grassy areas adjacent the excavation shall be
mowed. All debris, roots, stones larger than 1 ½ inches, and any other
extraneous matter shall be removed. All seed shall be IDOT Class 1A “Salt
Tolerant Type” lawn mixture. Seeding shall be planted from April 1st to June
15th and from August 1st to November 1st. Starter fertilizer shall be applied at a
rate of 650lbs per acre. Sow seed with a spreader or seeding machine. Do not
broadcast seeds when winds exceed 5 mph. Evenly distribute seed by sowing
equal quantities in 2 perpendicular directions. Seed shall be sown at a
minimum rate of 4 lb per 1000 square feet. Seed shall be raked into top 1/8
inch of soil, lightly rolled, and watered with a fine spray. Place an excelsior or
knitted straw blanket over seed within 24 hours. The blanket shall be installed
and fastened in accordance with IDOT requirements.
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
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VILLAGE OF PLAINFIELD
SPECIFICATIONS FOR SEWAGE PUMP STATIONS
All plans shall incorporate the most current applicable standard details from the Illinois
Department of Transportation, the Illinois Urban Manual, or the Standard Specifications for
Sewer and Water Construction in Illinois, unless a Village of Plainfield standard is available.
The sewage pump station shall be constructed in accordance with the requirements of the Standard
Specifications for Water and Sewer Main Construction in Illinois, latest edition; the Illinois Design
Standards for Sewage Works, latest version; and Recommended Standards for Wastewater Facilities
(10 States Standards), latest version.. In addition, the following specifications shall apply:
8000. GENERAL:
8020. If a generator is not provided for a lift station at the request of the Village,
then the developer shall pay the Village the pro rata share of a generator prior
to the Village releasing the final plat. In this instance the panel must have an
appropriate exterior weatherproof male generator receptacle (Killark Brand
receptacle matching corresponding model – for 240 Volt; Killark VR 1041-
S39 or for 480 Volt; Killark VR641-S39). Appropriate manual three-way
switch and appurtenances for selection of utility power, off, or generator
power must also be installed.
8100. SITE:
8110. The pump station shall be located in such a manner that it is accessible
by means of a paved street. The pump station should be visible to the
residents of the Village but also screened with trees, shrubs and/or
wooden fencing.
8120. The site and access shall be graded to provide suitable drainage away from the
lift station. The site must be at least two feet above the 100-year flood
elevation, and accessible during the 100-year event.
8130. All pump stations designated as local by the Village shall be provided with
either a portable diesel generator or permanent natural gas generator (in a
vandal-resistant, weatherproof enclosure) as selected by the Village.
8200. DUPLEX CONCRETE LIFT STATION WITH VALVE VAULT:
8205. General: Furnish and install a Duplex Pumping Station as manufactured by the
XYLEM Flygt Corporation, or equal. System shall include two submersible
pumps, discharge elbow, upper and lower guide rail supports, carrier
assembly, pump lifting chains with hooks (sized per design), access covers
with safety hatch, wiring bracket, NEMA-3R free standing weatherproof
traffic enclosure with a NEMA 1 control panel enclosure, level transducer and
back-up floats. Orient placement of structure in accordance with dimensions
as shown on the drawings.
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8210. Wet Well and Valve Vault: A concrete wet well basin and external concrete
valve vault shall be provided. The valve vault shall have a minimum inside
diameter of 6 feet 0 inches and a minimum inside height of 6 feet 6 inches. It
shall also have a 18 inch diameter x 18 inch deep sump pit with a steel grate
sump pump, and GFI outlet for use with the sump pump. The access frame
and hinged covers shall be cast into each basin top. The pump discharge
elbows shall be bolted to the basin bottom with stainless steel bolts. All
hardware and fasteners in the wet well shall be stainless steel. Discharge
piping from the pump bases shall be mounted in the basin and extend through
the basin wall.
8215. Piping and Valves
Piping shall be CL-52 ductile iron pipe. The valve vault shall include two
(2) non clog, full body design with external lever and weight operator and
removable cover check valves and two (2) DeZurik eccentric plug valves
with resilient seal and external square nut operators. One of the plug valves
shall be a 3-way valve for use with a by-pass for portable pump connection.
8220. Pump Lifting System and Mounting Bases
A slide away coupling shall be provided for each pump to allow the pump to
be installed or removed without requiring personnel to enter the wet well.
The coupling shall consist of a discharge elbow securely fastened to the floor
of the wet well, a sliding bracket that bolts to the pump volute, a pump
discharge flange which mates with the discharge elbow, and a guiding
system to guide the pump from the discharge elbow to the access cover at the
top of the wet well. Mating of the pump to the discharge elbow shall be
accomplished by a linear downward motion. Sealing of the pump to the
discharge connection shall be accomplished by a machined metal to metal
watertight contact. Sealing of the discharge interface with a diaphragm, O-
ring or profile gasket will not be acceptable. No portion of the pump shall
bear directly on the sump floor. Each pump shall be provided with one
complete XYLEM Flygt grip eye system. The system shall consist of 30 ft.
of nylon line, a short length of stainless steel chain and one forged steel Grip
eye. A hook shall be provided at the top of the lift station wet well to attach
the nylon line to when not in use. The working load of the lifting system
shall be 50% greater than the pump unit weight.
8225. Guide System
Each pump shall be guided by no less than two stainless steel guide bars
extending from the top of the station to the discharge connection. A stainless
steel upper guide rail bracket shall position the upper end of the guide rails
while the discharge connection shall position the lower end of the guide
rails. Stainless steel intermediate guide rail supports shall be used if the
station depth is greater than 15 feet deep. The use of guide cable shall not be
acceptable or equal.
8230. Access Frame and Cover
Two aluminum access covers with a minimum live load of 300 lbs./sq. ft.
shall be provided by the pump manufacturer. Deflection shall not exceed
1/150th of the span. The access hatch shall be the size as recommended by
the pump manufacturer. All fasteners and hardware shall be 316 stainless
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steel. Each door shall be equipped with a grade 316 stainless steel hold open
arm with a vinyl grip handle. The doors shall lock open in the 90 degree
position.
The angle frame shall be 3 inch extruded aluminum, with a continuous 1-1/2
inch anchor flange. Hinges shall be of heavy duty design and shall be grade
316 stainless steel.
Each hatch shall be supplied with an aluminum lift handle and a locking
hasp. The doors shall be flush to the frame when in the down and locked
position. The wet well access cover shall incorporate an aluminum safety
grate designed to combine covering of the hole per OSHA standard 1910.23
and include fall through protection and controlled confine space entry. The
safety grate shall be made of 6061-T6 aluminum with a minimum ultimate
strength of 38,000 p.s.i. and a minimum yield strength of 35,000 p.s.i., as per
A.S.T.M. B221. The grate design shall use safety factors as defined in the
Specifications for Aluminum Structures, by the Aluminum Association, Inc.,
5th addition, Dec. 1986 for Bridge Type Structures. Welding shall be in
accordance with ANSI/AWS D1.2-90 Structural Welding Code for
Aluminum. Aluminum grating shall be designed to withstand a minimum
live load of 300 pounds per square foot or the weight of each pump (which
ever is greater). Deflection shall not exceed 1/150th of the span. Each
aluminum grate shall be provided with a permanent grade 316 stainless steel
hinging system, which will lock the grate in the 90 degree position once
opened. Each grate shall have an opening arm, with a red vinyl grip handle,
which will allow opening of the grate, while providing the grate as a barrier
between the operator and the pit. The opening arm shall also be equipped
with a controlled confined space entry locking device (lock provided by
others). This locking device will prevent unauthorized entry to the confined
space. The grating system will allow anyone to make visual inspection and
probe/float adjustments without entering the confined space. DESIGN OF
SYSTEM MUST ASSURE FALL THROUGH PROTECTION IS IN
PLACE AFTER THE DOOR HAS BEEN CLOSED, THEREBY
PROTECTING THE NEXT OPERATOR. Grate shall be painted with
O.S.H.A. type safety orange paint. Manufacturer shall provide a written
guarantee against defects in materials or workmanship for a period of ten
(10) years.
8235. Sump Pump
A sump pump shall be provided for dewatering the valve vault back to the
wet well. The pump shall be Flygt Model Z-25 with 1/3 hp, 1 phase, 60 hz,
115v motor designed for automatic operation through a piggy-back
diaphragm switch. The pump discharge shall include a check valve.
8240. Pump Control Panel
Acceptable pump control panel manufacturers: Metropolitan Industries Inc.,
Gasvoda & Associates Inc., Flygt.
A. General Requirements
a. Provide a 14-gauge steel, UL Listed, pre-wired Pump Control Panel
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with the following devices and components that includes, but are not
limited to, the following:
b. Circuit breakers and fuses
c. Motor starters
d. Fan, heater and thermostat
e. Intrinsically safe barriers for hydrostatic level transducer
f. Intrinsically safe relays UL 913 for float switches in wet well per
NEC Article 504, ANSI/IS-RP 12.6
g. General purpose relays
h. Surge protection for analog, discrete, and digital signals leaving and
entering the control panel to/from field instruments and devices
i. 120VAC power supply
j. UPS per section 8241 C.
k. Ground lug
l. Radio per section 8241 E.
m. Wired for 240 volt or 480 volt, 3 phase, 4-wire, 60 Hz. electrical
service
n. Complies with N.E.C. Article 409 requirements for industrial control
panels
o. Provide the manufacturer’s representative at startup to assure proper
equipment operation and training for Village staff
p. Perform acceptance testing on all panels in the manufacturer’s
facility prior to shipment
B. Control Devices
a. Provide Programable Logic Controller (PLC) per section 8241 B.
b. Provide backup float controller per section 8241 H.
c. Provide PLC inputs to control and monitor the analog, and discrete
input/output signals required for proper operation that includes, but
not limited to the following:
i. Analog input:
1. Wet well level (level transducer)
ii. Discrete inputs:
1. Pump No. 1 Run
2. Pump No. 1 In Hand Position
3. Pump No. 1 In Auto Position
4. Pump No. 1 Overload
5. Pump No. 1 Over Temp.
6. Pump No. 1 Leak Detection
7. Pump No. 2 Run
8. Pump No. 2 In Hand Position
9. Pump No. 2 In Auto Position
10. Pump No. 2 Overload
11. Pump No. 2 Over Temp.
12. Pump No. 2 Leak Detection
13. HHWL Alarm (float switch)
14. Power Failure
15. Phase Alarm
16. Intrusion Alarm – Pump Control Panel
iii. Discrete outputs:
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1. Pump No. 1 Start/Stop
2. Pump No. 2 Start/Stop
C. Electrical Devices
a. Provide thermal magnetic three-pole circuit breaker with UL listed
short circuit rating of 10,000 RMS symmetrical amps for up to 240
volts or 480 volts.
b. Provide across-the-line NEMA rated magnetic starter, NEMA size 1,
minimum short circuit with stand rating in combination with motor
circuit protective device of 10,000 symmetrical amps, with NEMA
Class 10 overload relay with reset button and ambient compensated
thermal overload elements in each phase sized per motor nameplate
FLA rating, and with auxiliary contacts.
c. Provide phase monitor per section 8241 G.
d. 3-pole control panel disconnect switch
e. Circuit breakers and fuses
f. Transient voltage surge suppressor (TVSS) for incoming main power
with a dry contactor for a discrete “Fail” signal capability
D. Pilot Devices
a. Hand-Off-Auto selector switch
b. Indicating pilot lights: Green “Run”, amber “Pump Fail”, and red
“Motor Overload” of 120 volt, push-to-test type with LED lamps.
c. Manual reset push button for pump failure (Over-temperature, motor
overload, etc.)
d. Running time meter: Six-digit, non-reset, registered in hours and
tenths of hour.
e. Adjustable 0-60 second time delay relays set to five seconds, and
wired for pump failure.
f. Adjustable 0-60 second time delay relays set to five (5) second and
ten (10) seconds. Wired to prevent simultaneous pump starts.
E. Door Components
a. Hinged front cover
b. Provide barrier between 240V or 480 V equipment and Control
Equipment.
c. Provide swing out panel for mounting of selector switches, pilot
lights, pushbuttons, running time meters, convenience receptacle,
and main switch operating handle mounted on front cover.
8241. Panel Components
The panel shall include components with the following specifications:
A. MicroLogix Programmable Logic Controller (PLC)
a. Micro stylePLC consisting of base unit with integral I/O, processor,
and power supply, with expansion I/O modules and network
communication modules as required.
b. Power source: 120VAC or 24VDC
c. Embedded I/O: minimum ten (10) 120VAC or 24VDC discrete
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inputs, minimum six (6) relay discrete outputs
d. Allen-Bradley MicroLogix 1400, no substitutes
B. Uninterruptible Power Supply (UPS)
a. Input: 120 VAC 60 Hertz, single phase
b. Output: 120 VAC 60 Hertz, single phase, true sine wave
c. Battery Time: 30 minutes minimum of running time at full load or 60
minutes minimum at half load
d. Battery: Sealed, lead acid 5-year maintenance free
e. Safety: UL Listed
f. Relay Interface Card: dry contact relay outputs to monitor the
following UPS status
i. Battery On
ii. Batter Low
iii. Fault
iv. Replace Battery
g. American Power Conversion (APC) Smart UPS or equal
C. DC Power Supply
a. Input Power: 120 VAC, 60 Hertz
b. Output: DC voltage as required
c. Housing: Enclosed housing, DIN mounted
d. NEC Class 2.
e. Suitable for use as redundant power supply when connected to
redundancy module (for 24 VDC power supplies)
f. Output contact to indicate power supply fault
g. Allen Bradley Bulletin 1606-XL or equal
D. Radio
a. Input Power: 10-30 VDC
b. Frequency: 136-174 MHz band (VHF)
c. Data rate: user-selectable (4800, 9600, 19200 kbps)
d. Data connectors: Ethernet 10Base-T (minimum); Serial RS-232
e. Configured for maximum 5 watt RF power output
f. CalAmpViper SC. No substitutes
E. Industrial Ethernet Switch
a. Input Power: 24VDC
b. Ports: Five (5) Twisted-Pair RJ45
c. Mounting: DIN-rail
d. Environment: 32 to 140 degrees F
e. Hirschman SPIDER series, or equal
F. Phase Monitor
a. 3 Phase Monitor, Surface Mount
b. Supply Voltage: 240VAC or 480VAC
c. Monitor to protect 3-phase equipment against phase loss, under
voltage and phase reversal
d. ATC diversified pump controller, SLA-230-ASA (240V Panels),
SLA-440-ASA (480V Panels) or equal
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G. Backup Float Controller
a. Duplex, surface mount
b. Supply Voltage: 24VDC or 120VAC
c. Four (4) floats:
i. Pumps off
ii. Pump start
iii. Lag pump start
iv. High level alarm
d. ATC Diversified pump controller, ARM-120-AFE or equal
8242. Enclosures
A. Enclosures for Control Panels
a. NEMA 4X, Type 304 stainless steel for outdoor panels
b. NEMA 12 mild steel for panel located within buildings or traffic box
enclosures
c. Continuously welded seams
d. Door and body stiffeners are required in enclosures over thirty inches
(30”) wide and/or high
e. Swing out panels for mounting of special devices where specified or
required
f. Stainless steel mounting foot kit with sealing washers
g. Hoffman Concept or equal
B. Enclosure Filter Fan
a. Side mount enclosure fan with accompanying exhaust grille, air flow
CFM sized in accordance with enclosure cooling requirements
b. Environmental Rating: NEMA 4 (with filter fan shroud)
c. Operating Temperature: 14 to 131 degrees F
d. Input Power: 120VAC, 60 Hertz
C. Enclosure Heat Exchanger
a. Input Power: 120VAC, 60 Hertz
b. Environmental Rating: NEMA 4
c. Operating Temperature: 14 to 140 degrees F
d. Safety: UL listed
e. Accessories: NEMA 3R rain hood, filter kit
f. Advanced Cooling Technologies (ACT) HSC Series or equal
D. Encloser Air Conditioner
a. Input Power: 120VAC, 60 Hertz
b. Solid state peltier cooling (no compressor or refrigerant)
c. Environmental Rating: NEMA 3R
d. Hoffman SpectraCool series, Hammond DTS Series, Advanced
Cooling Technologies (ACT) TEC Series, or equal
E. Panel Heater
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a. Thermostatically controlled with fan and resistive heating element
sized to maintain minimum of 40 degrees F internal temperature in
the enclosure.
b. Hoffman DAH Series or equal
8243. Instrumentation
A. Hydrostatic Level Transmitter
a. Length/Range: As required for application
b. 316 stainless steel housing with Viton or stainless steel diaphragm,
stainless steel bolts and nuts
c. Loop powered output: 4-20mAdc
d. Desiccant drying cartridge
e. FM approved IS for Class I, Division I, Groups A-G
f. KPSI Model 705 (no substitutions)
B. Float Switches
a. Electrical rating: 4.5A @ 120V, 2.25A @ 230V resistive
b. Actuation angle: 1” above and 1” below horizontal
c. Float material: polypropylene, chemical resistant
d. Length: as required
e. Roto-Float Signal-Duty or equal
C. Temperature Transmitters
a. Temperature Sensor: Thin film Pt100 class A, 4 wire
b. Ambient Temperature Range: -40° to 85° C (-40° to 185° F) at 10%
to 90% RH non condensing
c. Power: Loop powered 10 to 30 VDC
d. Output: 4-20 mADC proportional 4 mA -25° C (-13° F), 20 mA at
75° C
e. Omega, EWSE-PT100-TX or equal
8244. Antennas
A. Antenna Pole
a. Galvanized steel or aluminum 2-inch diameter conduit pole with
length as required to achieve final antenna height as required
b. Provide the necessary mounting and pipe bracket supports to install
the pole
c. Provide ground lug for grounding of pole
B. Directional Yagi
a. Gain: Minimum 9 dB
b. Bandwidth @ 1.5:1. VSWR: 15 MHz
c. Elements: 5 elements
d. Maximum Power: 300 watt
e. Lightning protection: DC grounded
f. Termination: N – female
g. Wind survival: 100 mph
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h. Tune for the following frequency: 153.56 MHz
i. Laird Connectivity VHF Series or equal
C. Coaxial Antenna Cable
a. Type RG213/U
b. Center Conductor: Stranded
c. Outer Jacket: Black PVC
d. Outside Diameter: 0.405”
e. Dielectric Material: Solid Polyethylene
f. Braid Type: BC
g. Shield Coverage: 97%
h. Capacitance (pF/Ft): 30.8
i. Attenuation: 4.7 db/100 ft @ 450 MHz
j. Impedance: 50 ohms
k. Laird Connectivity or equal
D. Coaxial Lightning Arresters
a. Polyphaser IS-B50LNC-2 or equal
8270. Operation of System
On sump level rise, the pressure shall energize and start lead pump. With
lead pump operating sump level shall lower until the off level is reached,
thereby de-energizing the lead pump. Alternating relay shall index on
stopping of pump so that lag pump will start on next operation. If sump
level continues to rise when lead pump is operating, the lag pump shall start
upon reaching the override. Both lead and lag pump shall operate together
until the off level is reached. If level continues to rise when both pumps are
operating, and the high level is reached, the high level alarm shall be
activated. If one pump should fail for any reason, the second pump shall
operate on the override control. All levels shall be adjustable, through the
Level Management System located in the control panel.
8275. Alarms
A caged alarm light shall be mounted on the traffic box. The alarm light
shall glow dim at all times except under alarm conditions, then light shall
glow bright and flash. Alarm light shall have rest button. In case of power
failure, alarm light shall be powered by a gel-cell battery.
Alarms shall be created in the PLC and capable of communicating to a
central SCADA system through CALAMP Viper SC radio. The PLC and
radio must be battery backed during a power failure.
Alarms shall be:
- High wet well level based on float
switch or level transmitter.
- Low wet well level based on
float switch or level
transmitter.
- Pump Failures.
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- Pump Seal Failures.
- Pump Over Temperatures.
- Power Failure.
- Generator Run.
- Generator Fail to Run.
Other data created in the PLC and sent to the central SCADA system shall
include:
- Pump Elapsed Run times for the day and month.
- Number of starts per pump for the day and month.
8280. Wiring Bracket
A stainless steel wiring bracket shall provide cord grip holders for the pump
cords and the control cords. All cords shall extend from bracket through
conduit to control box. No splices shall be made in the wiring. Continuous
cords must be used from control panel to pumps and controls. Wiring
bracket shall be fastened to access frame.
8285. Shop Drawings
The contractor shall submit one (1) digital (flash drive or portable hard
drive) and two (2) paper copies of all drawings to the design engineer for
approval. The design engineer will distribute copies to Village personnel,
compile any comments, and provide a response back to the Contractor.
Each set of shop drawings shall include, but not
necessarily be limited to:
Drawings showing dimensions of all equipment. Control details and
electrical schematic diagrams. Performance data including pump
curves and motor data.
All other information necessary to enable the engineer to determine whether
the proposed equipment meets the requirements.
8290. Installation and Operating Instructions
one (1) digital (flash drive or portable hard drive) and two (2) paper copies
copies of a manual, containing installation instructions, operating
instructions, wiring diagrams, parts list, and, where applicable, test data and
curves shall be provided.
The contractor shall provide the services of factory-trained representative
for a maximum period of one (1) day to start up the station and to instruct
the village's operating personnel in the operation and maintenance of the
equipment provided.
8295. Warranty
For the period defined below. XYLEM FLYGT shall offer a Commercial
Warranty to the original End Purchaser against defects in workmanship and
material covering Parts and Labor on its pumps when used in permanent
installations, in compliance with the requirements of the XYLEM FLYGT
Catalog and Technical Manual specifications, for use in Sewage Collection
Systems or for intermittent (40% duty cycle or less) pumping of Raw
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Sewage, Municipal Wastewater, Potable or Raw Water, Storm Water or
similar, abrasive free non-corrosive liquids ("Qualified Liquids").
XYLEM FLYGT Pumps used with Qualified Liquids in Sewage Lift
Stations shall be Warranted for a minimum of 5 years. XYLEM FLYGT
pumps used for Sewage Treatment Processing or for more continuous (41%
duty cycle or more) pumping of Qualified Liquids are Warranted for 10,000
hours of operation. Warranty shall begin on the date of start-up. XYLEM
FLYGT shall pay the following minimum share of the cost of replacement
parts and labor provided the Pump, with Cable attached, is returned prepaid
to an Authorized XYLEM FLYGT Service Facility for repairs. Cutting
Plates and Impellers for FP Pumps are not included in this warranty.
TIME AFTER START-UP
Months: 0-18 19-39 40-60
Hours: 0-3000 3000-6500 6500-10,000
Warranty: 100% 50% 25%
Start-up report and electrical System Schematics (including Bills of Material)
are required. The 5 year (or 10,000 hour) Warranty shall apply to the
following Accessories if originally purchased with the pumps: Discharge
Connection, Access Cover, HDL Valve, Guide Bar Bracket(s), Starting
Control & Power Cable(s).
8300. STAND-BY GENERATOR:
8305. General
The stand-by generator system shall be prototype tested, factory built,
production tested, site tested, and incorporate the latest feature in
commercial design. The equipment supplied shall meet the requirements of
the National Electric Code, along with all applicable local codes and
regulations. The stand-by generator will be sized accordingly when the
pump station is being designed.
8310. Equipment
The Contractor shall furnish an appropriately sized stand-by generator set.
Assembled and tested as a complete unit by the set manufacturer. The unit
shall be rated at .8 power factor. The generator will be placed outside on a
concrete pad.
8315. Fuel
The fuel shall be natural gas.
8320. Engine
The engine shall be appropriately sized, 4 cycle, liquid cooled with v-belt
driven water pump circulating 50% glycol, 50% water coolant through a
radiator with pusher fan system. Engine shall be equipped with remote-
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controlled positive engaging electric starter system. Positive pressure oiling
lubrication system with oil filter, injectors, or carburetor for specified fuel,
appropriate battery recharging alternator with automatic static voltage
regulator, cooling thermostat; a mechanical speed governor with maximum
droop not to exceed 5% at full load. In addition, engine will be equipped
with high temperature, low oil pressure, low coolant and overspeed safety
shutdowns latch off until manually reset. A dry type air cleaner shall be
furnished.
8325. Exhaust
The exhaust system shall include a critical type muffler sized so that back
pressure does not exceed the engine manufacturer's recommendation when
installed. Sound attenuation measures must be consider for location of
installation.
8330. Generator
There shall be provided a salient-pole, revolving field, open drip-proof,
synchronous, alternating current generator with brushless exciter and static
automatic silicon controlled rectifier voltage regulator, with minimum
adjustment rate of 5%. Unit shall be of single bearing construction, directly
connected to the engine by a semi-flexible steel drive disc. The stator and
the armature shall be laminated silicon steel, and all windings shall be
vacuum impregnated with class h insulating varnish and baked.
The units shall have a centrifugal blower to force air through the generator
which is to operate at 105 degrees centigrade continuous rated temperature
rise. Insulation shall be Class H. Temperature rise shall not exceed NEMA
MGI-22.40 at the standby rating.
Generator unit shall be of the three phase, 12 lead broad range re-
connectable and shall have a transient overload capacity of 300% of rated
KVA at low power factor for motor starting. Voltage change shall not
exceed 12% on application or removal of full load with two cycle recovery.
Maximum voltage variation shall not exceed plus or minus 2%.
8335. Unit Mounting & Accessories
The entire unit shall be assembled and mounted on a steel frame base of
rigid construction. The base shall include a unit mounted battery rack,
complete with necessary battery(ies) for 12 volts operation. A unit mounted
vibration isolated control box including equipment for voltage regulation
and engine control, field excitation protection; over-cranking protection;
terminal board for remote control connections; oil pressure gauge; coolant
temperature gauge; static regulated battery charging alternator with battery
charging ammeter; safety shutdown for low oil pressure and high coolant
temperature, low coolant level, over-speed with failure indicators; an output
junction box for power connections; voltmeter; ammeter and meter transfer
switch, frequency meter, hour meter and a local/off remote switch shall be
furnished. In addition, the unit manufactured shall provide properly sized
vibration isolators for placement between the base and engine/generator.
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In addition to the above operation specifications, the system shall be
equipped with the following accessories.
A. Automatic cycle cranking to allow 3 fifteen second cranking cycles
with fifteen second rest periods between cranking attempts.
Cranking shall lock out and light an indicator after 3 attempts. It
shall reset automatically if engine starts or manually if engine does
not start after 3 attempts. No thermal devices will be permitted.
B. Exerciser timer with load/no load switch with minimum operation of
30 minutes once per week.
C. Regulated constant voltage static temperature compensated battery
charger rated 10 amps minimum D.C., charging ammeter and
voltmeter; battery charger shall taper to trickle for fully charged
battery, and shall be automatically disconnected from the battery
during cranking.
D. Breaker.
8340. Controller
A set-mounted controller capable of facing right, left, or rear shall be
vibration isolated on the generator enclosure. The controller shall be
capable of being remote mounted. The micro-processor control board shall
be moisture proof and capable of operation from -40 degr. C to 85 degr. C.
Relays will only be acceptable in high-current circuits.
Circuitry shall be capable of plug-in design for quick replacement.
Controller shall be equipped to accept a plug-in device capable of allowing
maintenance personnel to test controller performance without operating the
engine. The controller shall include:
Fused DC circuit
Complete two-wire start/stop control which shall operate on closure
of a remote contact.
Speed sensing and a second independent starter motor
disengagement systems shall protect against starter engagement with
a moving flywheel. Battery charging alternator voltage will not be
acceptable for this purpose.
The starting system shall be designed for restarting in the event of a
false engine start, by permitting the engine to completely stop and
then re-engage the starter.
Cranking cycler with 15 second ON and OFF cranking periods.
Over-crank protection designed to open the cranking circuit after 75
seconds if the engine fails to start.
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Circuitry to shut down the engine when signals for high coolant
temperature, low coolant level, low oil pressure, or over-speed are
received.
Engine cooldown timer factory set at 5 minutes to permit unloaded
running of the standby set after transfer of the load to normal.
Three (3) position (Automatic - OFF - TEST) selector switch. In the
TEST position, the engine shall start and run regardless of the
position of the remote starting contact. In the Automatic position,
the engine shall start when contacts in the remote control circuit
close and stop 5 minutes after those contacts open. In the OFF
position, the engine shall not start even though the remote start
contacts close. This position shall also provide for immediate
shutdown in case of an emergency. Reset of any faults shall also be
accomplished by putting the switch to the OFF position.
Indicating lights to signal:
Not-in-Auto
Overcrank
Emergency
High Engine Temperature
Overspeed
Low Oil Pressure
Air Damper
Battery Charger Malfunction
Low Battery Voltage
Low Fuel
Auxiliary Prealarm
Auxiliary Fault
System Ready
Test button for indicating lights.
Alarm Horn with silencer switch per NFPA 110.
Terminals shall be provided for each signal (see above), plus terminals for
common fault and common prealarm.
8345. Instrument Panel
An instrument panel shall include:
Dual range voltmeter 3-1/2" inch, +/- 2% accuracy
Dual range ammeter 3-1/2" inch, +/- 2% accuracy
Voltmeter- ammeter phase selector switch.
Lights to indicate high or low meter scale.
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Direct reading pointer-type frequency meter 3-1/2",
0.5% accuracy, 45 to 65 Hz scale.
Panel illuminating lights.
Battery charging voltmeter.
Coolant temperature gauge.
Oil pressure gauge.
Running time meter.
Voltage adjust rheostat.
8350. Installed Accessories Shall Include
X Housing: Weather Protective X Weather Proof
X Silencer: Industrial Residential X Critical (loose)
X Tail Pipe & Rain Cap (loose)
X Flexible Exhaust (loose; not required for outdoor installation)
X Duct Adapter Flange (not required for outdoor installation)
X Block Heater
X Flex Fuel Lines
Fuel System: Solenoid Valve Strainer (Diesel Only)
X Electronic Governor
Fuel Tank: Day Tank Subbase Tank
X Breaker: Safeguard X Molded Case Line
X Common Failure Relay
X Battery & Rack
X Battery Charger
X Oil Drain Extension
X 5 year warranty
X Louver Control Relay (not required for outdoor installation)
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Trailer
X Fuel Regulator Primary X Secondary
Automatic Fuel Changeover
Emergency Stop
X Automatic Transfer Switch Kohler NEMA-1- amp
8355. Testing
Prior to shipment, the generator set manufacturer shall set up and test the
generator and shall certify that the unit has performed satisfactorily at full
rated load at .8 power factor. After installation system shall be tested with
maximum available site load.
8360. Equipment Responsibility
The equipment supplier shall have responsibility for the complete and
proper operation of the new equipment as specified and furnished. The
system supplier shall furnish 24 hour service for the complete system, and
shall stock all parts used of the installation. Start-up services shall be
included, and shall include operating instruction to the operators.
8365. Shop Drawings
The contractor shall submit two (2) digital (flash drive or portable hard
drive) and four (4) paper copies to the design engineer for approval. Of
these, one (1) digital copy and three (3) hard copies will be submitted to the
Village with appropriate action taken. Of these, one copy will be returned to
the contractor with appropriate action taken and one will be returned to the
design engineer. Receipt of less than the minimum required number of
copies will be cause for withholding the shop drawings from being checked
until receipt of the necessary additional copies.
Each set of shop drawings shall include, but not necessarily
be limited to:
Drawings showing dimensions of all equipment. Control details
and electrical schematic diagrams.
All other information necessary to enable the engineer to determine
whether the proposed equipment meets the requirements.
8370. Installation and Operating Instructions:
One (1) digital (flash drive or portable hard drive) and two (2) paper copies
of a manual, containing installation instructions, operating instructions,
wiring diagrams, parts list, and, where applicable, test data shall be
provided.
The contractor shall provide the services of factory-trained representative
for a maximum period of one (1) day to start up the station and to instruct
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the owner’s operating personnel in the operation and maintenance of the
equipment provided.
8375. Warranty
The manufacturer shall warrant his product to be free from defects in
workmanship for a period of five (5) years or 3,000 hours which ever comes
first.
Warranties and guarantees by the suppliers of various components in lieu of
a single source responsibility by the contractor shall not be accepted. The
contractor shall be solely responsible for the warranty.
In the event a component failure to perform as specified or is proven
defective in service during the warranty period, excluding items of supply
normally expended during operation, the manufacturer shall provide a
replacement part without cost to the owner.
This warranty shall be valid only if the product is installed, serviced, and
operated under normal conditions, in accordance with the manufacturer
instructions.
8380. Equipment Manufacturer
In order to establish a standard of quality and to insure a uniform basis of
bidding, pump station equipment shall be supplied by XYLEM Flygt
Corporation or a written approval equal.
To be considered an approved equal, complete details and shop drawings
must be submitted to the engineer no later than ten (10) days prior to the bid
date. Sufficient data must be submitted so that the engineer has the required
information available to determine that the alternate station meets the
required specifications.
The contractor shall prepare his bid on the basis of the specific equipment
and materials specified for purposed of determining the low bid.
After the execution of the contract, substitution of non-specified equipment
will be considered, if the substitution is, in the opinion of the engineer, equal
in quality to that named. If such substitution is approved by the engineer, all
savings affected by the contractor in the purchase of the substituted
equipment shall be passed on to the owner by reducing the contract price. In
submitting for substitution, the contractor shall provide certified copies of
equipment proposals from the named manufacturer.
8400. PUMP PERFORMANCE SPECIFICATIONS:
8405. Requirements
Furnish and install at least two (2) submersible non-clog wastewater
pump(s). Each pump shall be equipped with submersible electric motor
sized per the design and connected for operation per the engineering design
meeting all specifications for submersible pump applications. The power
665
1/3/2022 Page 18 of 24
cable shall be sized according to NEC and ICEA standards and also meet
with P-MSHA Approval. The pump shall be supplied with a mating cast
iron discharge connection, sized according to design flow rates and head
pressure.
8406. Submittals
Submittal data shall be provided to show compliance with these
specifications, plans or other specifications that will influence the proper
operation of the pump(s).
Standard submittal data for approval must consist of:
A. Pump Performance Curves.
B. Pump Outline Drawing.
C. Station Drawing for Accessories.
D. Electric Motor Data.
E. Control Drawing and Data.
F. Access Frame Drawing.
G. Typical Installation Guides.
H. Technical Manuals.
I. Parts List.
J. Printed Warranty.
K. Manufacturer’s Equipment Storage Recommendations.
L. Manufacturer’s Standard Recommended Start-Up Report Form.
Lack of the above requested submittal data is cause for rejection.
8407. Testing
Testing performed upon each pump shall include the following inspections:
a. Impeller, motor rating and electrical connections shall be checked for
compliance with this specification.
b. Prior to submergence, each pump shall be run dry to establish correct
rotation.
c. Each pump shall be run submerged in water.
d. Motor and cable insulation shall be tested for moisture content or
insulation defects.
Upon request, a written quality assurance record confirming the above
testing/inspections shall be supplied with each pump at the time of
shipment.
Each pump (when specified) shall be tested in accordance with the latest
test code of the Hydraulic Institute (H.I.) at the manufacturer to determine
head vs. capacity and kilowatt draw required. Witness tests shall be
available at the factory upon request.
The pump(s) shall be rejected if the above requirements are not satisfied.
666
1/3/2022 Page 19 of 24
8408. Start-Up Service
The equipment manufacturer shall furnish the services of a qualified factory
trained field service engineer for ____ 8-hour working day(s) at the site to
inspect the installation and instruct the owner’s personnel on the operation
and maintenance of the pumping units. After the pumps have been
completely installed and wired, the contractor shall have the manufacturer
do the following:
a. Megger stator and power cables.
b. Check seal lubrication.
c. Check for proper rotation.
d. Check power supply voltage.
e. Measure motor operating load and no load current.
f. Check level control operation and sequence.
During this initial inspection, the manufacturer’s service representative
shall review recommended operation and maintenance procedures with the
owner’s personnel.
8409. Guarantee
In addition to the general guarantee required elsewhere in these
specifications, the pump manufacturer shall furnish the Owner with a
written warranty to cover the pump(s) and motor(s) against defects in
workmanship and material for a period of five (5) years of 10,000 hours of
operation under normal use and service. The pump manufacturer will pay
the following portion of the cost of all replacement parts and repair
labor from the date of shipment of the pump unit. Pumps repaired under
warranty will be returned to the owner freight prepaid.
Months: 0 - 18 19 - 39 40 - 60
Hours: 0 - 3,000 3,000 - 6,500 6,500 - 10,000
Warranty: 100% 50% 25%
The warranty shall be in printed form and previously published as the
manufacturer’s standard warranty for all similar units manufactured.
8410. Experience
The pump manufacturer shall have a minimum of 10,000 heavy-duty
submersible wastewater pumps installed and operating for no less than 5
years in the United States.
8411. Manufacturers
a. The pump, mechanical seals and motor shall be from the same
manufacturer.
b. The pump, mechanical seals and motor manufacturer shall be XYLEM
Flygt.
667
1/3/2022 Page 20 of 24
8412. Modifications:
a. EXPLOSION-PROOF PUMPS (X) - The pump system including the
pump, motor, and power cable shall be approved for use in areas
classified as hazardous locations in accordance with the NEC Class I,
Div. 1, Group C and D service as determined and approved by a U.S.
nationally recognized testing laboratory (U.L., FM, CSA) at the time of
the bidding of the project. As required by Factory Mutual (FM) the
motor shall be capable of operating in pumped media up to 104
DEGREES F. Motor thermal switches shall monitor and protect the
motor from excessive temperature. An internal Float Switch shall be
available, as an option, in the motor chamber. Service of explosion-
proof submersible units shall be performed by qualified FM
experienced personnel. The pump manufacturer must provide
training schools to qualify personnel in the proper service and
repair of explosion-proof pumps.
b. DRY PIT INSTALLATION (CT) - Motor cooling shall be sufficient
for continuous operation under full nameplate load in a dry
environment. The pump(s) shall be capable of handling pumped media
up to 104 DEGREES F.
OIL FILLED MOTORS - Since the complete motor requires total oil
immersion for adequate heat dissipation, oil filled motors shall not be
considered for dry pit installations.
DRY TYPE - EXTERNAL FAN COOLED MOTORS - When
external fan cooling is required, two SEPARATE motors are required
one for the pump and one for the fan. This results in higher input
power, increased operating costs and possible fan motor failure. A
submersible pump is used for dry pit installation because of the high
possibility of flooding. If the fan motor is operating when submerged,
the down thrust developed will damage the fan motor. A pump motor
of about 200 HP DEPENDS on the performance of a 3 HP fan motor.
Thus, air cooled fans shall not be considered for dry pit
installations.
c. WARM LIQUID APPLICATION (WL) - Higher temperature units
shall be available for pumped media temperatures of 140BF, 160BF, and
195BF. Alternative cable, O-rings, seal materials, etc. may be used for
the higher temperature applications. On certain pump models and some
higher temperatures, an external source of cooling water may be
required.
d. STAINLESS STEEL PUMPS (SS) - Complete pump models shall be
available in stainless steel. In addition, pump portions including
impeller, volute, hydraulic end and motor shall be available in stainless
steel. The pump models shall be capable of handling pumped media up
to 104 DEGREES F.
e. ALUMINUM BRONZE PUMPS (B) - Complete pump models
668
1/3/2022 Page 21 of 24
shall be available in aluminum bronze. For adequate motor cooling, there
shall be a water jacket with all aluminum bronze models. The pump
models shall be capable of handling pumped media up to 104 DEGREES
F.
8413. Pump Design
The pump(s) shall be automatically and firmly connected to the discharge
connection, guided by no less than two guide bars extending from the top of
the station to the discharge connection. There shall be no need for
personnel to enter the wet-well. Sealing of the pumping unit to the
discharge connection shall be accomplished by a machined metal to metal
watertight contact. Sealing of the discharge interface with a diaphragm,
O-ring or profile gasket will not be acceptable. No portion of the pump
shall bear directly on the sump floor.
8415. Pump Construction
Major pump components shall be of grey cast iron, ASTM A-48, Class
35B, with smooth surfaces devoid of blow holes or other irregularities. All
exposed nuts or bolts shall be AISI type 304 stainless steel construction.
All metal surfaces coming into contact with the pumpage, other than
stainless steel or brass, shall be protected by a factory applied spray coating
of acrylic dispersion zinc phosphate primer with a polyester resin paint
finish on the exterior of the pump.
Sealing design shall incorporate metal-to-metal contact between machined
surfaces. Critical mating surfaces where watertight sealing is required shall
be machined and fitted with Nitrile or Viton rubber O-rings. Fittings will
be the result of controlled compression of rubber O-rings in two planes and
O-ring contact of four sides without the requirement of a specific torque
limit.
Rectangular cross sectioned gaskets requiring specific torque limits to
achieve compression shall not be considered as adequate or equal. No
secondary sealing compounds, elliptical O-rings, grease or other devices
shall be used.
8420. Cooling System
Each unit shall be provided with an adequately designed cooling system.
The water jacket shall encircle the stator housing; thus, providing heat
dissipation for the motor regardless of the type of installation. Impeller
back vanes shall provide the necessary circulation of the cooling liquid
through the water jacket. The cooling media channels and ports shall be
non-clogging by virtue of their dimensions. Provisions for external cooling
and seal flushing shall also be provided. The cooling system shall provide
for continuous pump operation in liquid temperature of up to 104
DEGREES F. Restrictions below this temperature are not acceptable.
8425. Cable Entry Seal
The cable entry seal design shall preclude specific torque requirements to
insure a watertight and submersible seal. The cable entry shall consist of a
669
1/3/2022 Page 22 of 24
single cylindrical elastomer grommet, flanked by washers, all having a
close tolerance fit against the cable outside diameter and the entry inside
diameter and compressed by the body containing a strain relief function,
separate from the function of sealing the cable. The assembly shall provide
ease of changing the cable when necessary using the same entry seal. The
cable entry junction chamber and motor shall be separated by a
terminal board, which shall isolate the interior from foreign material
gaining access through the pump top. Epoxies, silicones, or other
secondary sealing systems shall not be considered acceptable.
8430. Motor
The pump motor shall be induction type with a squirrel cage rotor, shell
type design, housed in an air filled, watertight chamber, NEMA B type.
The stator windings and stator leads shall be insulated with moisture
resistant Class F insulation rated for 155°C (311°F). The stator shall be
dipped and baked three times in Class F varnish and shall be heat-shrink
fitted into the stator housing. The use of bolts, pins or other fastening
devices requiring penetration of the stator housing is not acceptable. The
motor shall be designed for continuous duty handling pumped media of
40°C (104°F) and capable of up to 15 evenly spaced starts per hour. The
rotor bars and short circuit rings shall be made of cast aluminum. Thermal
switches set to open at 125°C (260°F) shall be embedded in the stator lead
coils to monitor the temperature of each phase winding. These thermal
switches shall be used in conjunction with and supplemental to external
motor overload protection and shall be connected to the control panel. The
junction chamber containing the terminal board, shall be hermetically
sealed from the motor by an elastomer o-ring seal. Connection between the
cable conductors and stator leads shall be made with threaded compression
type binding posts permanently affixed to a terminal board. Wire nuts or
crimping type connection devices are not acceptable. The motor and pump
shall be designed and assembled by the same manufacturer.
The combined service factor (combined effect of voltage, frequency and
specific gravity) shall be a minimum of 1.15. The motor shall have a
voltage tolerance of plus or minus 10%. The motor shall be designed for
operation up to 40°C (104°F) ambient and with a temperature rise not to
exceed 80°C. A performance chart shall be provided upon request showing
curves for torque, current, power factor, input/output kW and efficiency.
This chart shall also include data on starting and no-load characteristics.
The power cable shall be sized according to the NEC and ICEA standards
and shall be of sufficient length to reach the junction box without the need
of any splices. The outer jacket of the cable shall be oil resistant
chloroprene rubber. The motor and cable shall be capable of continuous
submergence underwater without loss of watertight integrity to a depth of
65 feet.
The motor horsepower shall be adequate so that the pump is non-
overloading throughout the entire pump performance curve from shut-off
through run-out.
670
1/3/2022 Page 23 of 24
8435. Bearings
The pump shaft shall rotate on two bearings. Motor bearings shall be
permanently grease lubricated. The upper bearing shall be a single roller
bearing. The lower bearing shall be a two row angular contact bearing to
compensate for axial thrust and radial forces. Single row lower bearings
are not acceptable.
8440. Mechanical Seal
Each pump shall be provided with a tandem mechanical shaft seal system
consisting of two totally independent seal assemblies. The seals shall
operate in a lubricant reservoir that hydrodynamically lubricates the lapped
seal faces at a constant rate. The lower, primary seal unit, located between
the pump and the lubricant chamber, shall contain one stationary and one
positively driven rotating tungsten-carbide ring. The upper, secondary
seal unit, located between the lubricant chamber and the motor housing,
shall contain one stationary tungsten-carbide seal ring and one positively
driven rotating tungsten-carbide seal ring. Each seal interface shall be
held in contact by its own spring system. The seals shall require neither
maintenance nor adjustment nor depend on direction of rotation for
sealing. For special applications, other seal face materials shall be
available.
The following seal types shall not be considered acceptable nor equal to
the dual independent seal specified: shaft seals without positively driven
rotating members, or conventional double mechanical seals containing
either a common single or double spring acting between the upper and
lower seal faces. Cartridge type systems will not be acceptable. No system
requiring a pressure differential to offset pressure and to effect sealing shall
be used.
Each pump shall be provided with a lubricant chamber for the shaft sealing
system. The lubricant chamber shall be designed to prevent overfilling and
to provide lubricant expansion capacity. The drain and inspection plug,
with positive anti-leak seal shall be easily accessible from the outside. The
seal system shall not rely upon the pumped media for lubrication. The
motor shall be able to operate dry without damage while pumping
under load.
Seal lubricant shall be FDA Approved, nontoxic.
8445. Pump Shaft
Pump and motor shaft shall be the same unit. The pump shaft is an
extension of the motor shaft. Couplings shall not be acceptable. The pump
shaft shall be of carbon steel C1035 and shall be completely isolated from
the pumped liquid.
8450. Impeller
The impeller(s) shall be of gray cast iron, Class 35B, dynamically balanced,
671
1/3/2022 Page 24 of 24
double shrouded non-clogging design having a long throughlet without
acute turns. The impeller(s) shall be capable of handling solids, fibrous
materials, heavy sludge and other matter found in wastewater. Whenever
possible, a full vaned, not vortex, impeller shall be used for maximum
hydraulic efficiency; thus, reducing operating costs. Mass moment of
inertia calculations shall be provided by the pump manufacturer upon
request. Impeller(s) shall be keyed to the shaft, retained with an expansion
ring and shall be capable of passing a minimum 3 inch diameter solid. All
impellers shall be coated with an acrylic dispersion zinc phosphate primer.
8455. Wear Rings
A wear ring system shall be used to provide efficient sealing between the
volute and suction inlet of the impeller. Each pump shall be equipped with
a brass, or nitrile rubber coated steel ring insert that is drive fitted to the
volute inlet.
This pump shall also have a stainless steel impeller wear ring heat-shrink
fitted onto the suction inlet of the impeller.
8460. Volute
Pump volute(s) shall be single-piece grey cast iron, Class 35B, non-
concentric design with smooth passages large enough to pass any solids that
may enter the impeller. Minimum inlet and discharge size shall be as
specified.
8465. Protection
All stators shall incorporate thermal switches in series to monitor the
temperature of each phase winding. At 125˚C (260˚F) the thermal switches
shall open, stop the motor and activate an alarm.
A leakage sensor shall be present to detect water in the stator chamber. The
Float Leakage Sensor (FLS) is a small float switch used to detect the
presence of water in the stator chamber. When activated, the FLS will stop
the motor and send an alarm both local and/or remote. Use of voltage
sensitive solid state sensors and trip temperature above 125°C (260°F)
shall not be allowed.
The thermal switches, and FLS shall be connected to a Mini CAS (Control
and Status) monitoring unit. The Mini CAS shall be designed to be
mounted in any control panel.
8470. Modifications
1. Explosion-proof Pumps (X).
2. Dry Pit Installations (CT).
3. Stainless Steel Pumps (SS).
Refer to the General Guide Specifications for additional information.
Village of Plainfield Server X:\00 VILLAGE STANDARD SPECS AND DETAILS
672
PLAINFIELD GENERAL STANDARDS GEN1000
FINAL PLAT CERTIFICATES
EASEMENT PROVISIONS
673
PLAINFIELD GENERAL STANDARDS GEN1010
FINAL PLAT CERTIFICATES
EASEMENT PROVISIONS
674
GEN1020PLAINFIELD GENERAL STANDARDS
FINAL PLAT CERTIFICATE
EASEMENT PROVISIONS
675
PLAINFIELD GENERAL STANDARDS GEN1030
FINAL PLAT CERTIFICATE
SURVEYOR'S CERTIFICATE
676
PLAINFIELD GENERAL STANDARDS GEN 1031
SURVEYOR'S CERTIFICATE
OF RIGHT OF WAY VERIFICATION
677
PLAINFIELD GENERAL STANDARDS GEN1040
FINAL PLAT CERTIFICATE
OWNER'S CERTIFICATE
NOTARY CERTIFICATE
678
FINAL PLAT CERTIFICATE
SCHOOL DISTRICT
BOUNDARY STATEMENT
PLAINFIELD GENERAL STANDARDS GEN1050 679
FINAL PLAT CERTIFICATE
SCHOOL DISTRICT
BOUNDARY STATEMENT
PLAINFIELD GENERAL STANDARDS GEN1060 680
FINAL PLAT CERTIFICATE
SCHOOL DISTRICT
BOUNDARY STATEMENT
PLAINFIELD GENERAL STANDARDS GEN1070 681
FINAL PLAT CERTIFICATE
COUNTY CERTIFICATE
PLAINFIELD GENERAL STANDARDS GEN1080 682
FINAL PLAT CERTIFICATE
VILLAGE CERTIFICATE
PLAINFIELD GENERAL STANDARDS GEN1090 683
FINAL PLAT CERTIFICATE
MORTGAGEE'S CERTIFICATE
PLAINFIELD GENERAL STANDARDS GEN1100 684
PLAINFIELD GENERAL STANDARDS GEN1110
FINAL PLAT CERTIFICATE
SURFACE WATER STATEMENT
685
GEN1120PLAINFIELD GENERAL STANDARDS
SERVICE INSTALLATION FOR SINGLE FAMILY
686
PLAINFIELD GENERAL STANDARDS GEN1130
SERVICE INSTALLATION FOR SINGLE FAMILY
ALTERNATE 1
687
PLAINFIELD GENERAL STANDARDS GEN1140
SERVICE INSTALLATION FOR TWO FAMILY
DWELLING SIDE BY SIDE
688
PLAINFIELD GENERAL STANDARDS GEN1150
SERVICE INSTALLATION FOR TWO FAMILY
DWELLING SIDE BY SIDE
ALTERNATE 1
689
TO EACH UNIT
LOCKING SHUTOFF
VALVE REQUIRED
FOR EACH UNIT
OUTSIDE ENTRANCE REQUIRED
PROVIDE TWO KEYS TO VILLAGE
WATER SERVICE LINE
SERVICE SHALL BE SIZED PRIOR
TO BUILDING PERMIT APPLICATION
NOTE: METERS SHALL BE INSTALLED IN A HEATED ROOM
B-BOX LOCATION CENTERED
BETWEEN EDGE OF SIDEWALK
AND BACK OF CURB
MULTI UNIT RESIDENTIAL, COMMERCIAL
& INDUSTRIAL METER
ROOM INSTALLATION
PLAINFIELD GENERAL STANDARDS GEN1160
NOTES:
1. MULTI UNIT TOWNHOMES SHALL
REQUIRE METERS FOR EACH INDIVIDUAL
UNIT
M
690
RECORD DRAWING REQUIREMENTS
PLAINFIELD GENERAL STANDARDS GEN1170 691
GEN1190PLAINFIELD GENERAL STANDARDS
SURVEY REQUIREMENTS
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
692
PLAINFIELD GENERAL STANDARDS GEN1000
FINAL PLAT CERTIFICATES
EASEMENT PROVISIONS
693
PLAINFIELD GENERAL STANDARDS GEN1010
FINAL PLAT CERTIFICATES
EASEMENT PROVISIONS
694
GEN1020PLAINFIELD GENERAL STANDARDS
FINAL PLAT CERTIFICATE
EASEMENT PROVISIONS
695
PLAINFIELD GENERAL STANDARDS GEN1030
FINAL PLAT CERTIFICATE
SURVEYOR'S CERTIFICATE
696
PLAINFIELD GENERAL STANDARDS GEN 1031
SURVEYOR'S CERTIFICATE
OF RIGHT OF WAY VERIFICATION
697
PLAINFIELD GENERAL STANDARDS GEN1040
FINAL PLAT CERTIFICATE
OWNER'S CERTIFICATE
NOTARY CERTIFICATE
698
FINAL PLAT CERTIFICATE
SCHOOL DISTRICT
BOUNDARY STATEMENT
PLAINFIELD GENERAL STANDARDS GEN1050 699
FINAL PLAT CERTIFICATE
SCHOOL DISTRICT
BOUNDARY STATEMENT
PLAINFIELD GENERAL STANDARDS GEN1060 700
FINAL PLAT CERTIFICATE
SCHOOL DISTRICT
BOUNDARY STATEMENT
PLAINFIELD GENERAL STANDARDS GEN1070 701
FINAL PLAT CERTIFICATE
COUNTY CERTIFICATE
PLAINFIELD GENERAL STANDARDS GEN1080 702
FINAL PLAT CERTIFICATE
VILLAGE CERTIFICATE
PLAINFIELD GENERAL STANDARDS GEN1090 703
FINAL PLAT CERTIFICATE
MORTGAGEE'S CERTIFICATE
PLAINFIELD GENERAL STANDARDS GEN1100 704
PLAINFIELD GENERAL STANDARDS GEN1110
FINAL PLAT CERTIFICATE
SURFACE WATER STATEMENT
705
GEN1120PLAINFIELD GENERAL STANDARDS
SERVICE INSTALLATION FOR SINGLE FAMILY
706
PLAINFIELD GENERAL STANDARDS GEN1130
SERVICE INSTALLATION FOR SINGLE FAMILY
ALTERNATE 1
707
PLAINFIELD GENERAL STANDARDS GEN1140
SERVICE INSTALLATION FOR TWO FAMILY
DWELLING SIDE BY SIDE
708
PLAINFIELD GENERAL STANDARDS GEN1150
SERVICE INSTALLATION FOR TWO FAMILY
DWELLING SIDE BY SIDE
ALTERNATE 1
709
TO EACH UNIT
LOCKING SHUTOFF
VALVE REQUIRED
FOR EACH UNIT
OUTSIDE ENTRANCE REQUIRED
PROVIDE TWO KEYS TO VILLAGE
WATER SERVICE LINE
SERVICE SHALL BE SIZED PRIOR
TO BUILDING PERMIT APPLICATION
NOTE: METERS SHALL BE INSTALLED IN A HEATED ROOM
B-BOX LOCATION CENTERED
BETWEEN EDGE OF SIDEWALK
AND BACK OF CURB
MULTI UNIT RESIDENTIAL, COMMERCIAL
& INDUSTRIAL METER
ROOM INSTALLATION
PLAINFIELD GENERAL STANDARDS GEN1160
NOTES:
1. MULTI UNIT TOWNHOMES SHALL
REQUIRE METERS FOR EACH INDIVIDUAL
UNIT
M
710
RECORD DRAWING REQUIREMENTS
PLAINFIELD GENERAL STANDARDS GEN1170 711
GEN1190PLAINFIELD GENERAL STANDARDS
SURVEY REQUIREMENTS
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
●
712
TYPICAL LOT GRADING
EROSION CONTROL STANDARDS GEC2000
NOTES:
PLAINFIELD GRADING AND
713
GRADING PLAN SUBMITTAL
EROSION CONTROL STANDARDS GEC2010PLAINFIELD GRADING AND
714
GRADING PLAN SUBMITTAL
EROSION CONTROL STANDARDS GEC2020PLAINFIELD GRADING AND 715
INITIAL LETTER OF CREDIT
PLAINFIELD LETTER OF CREDIT STANDARDS LOC2500 716
INITIAL LETTER OF CREDIT
PLAINFIELD LETTER OF CREDIT STANDARDS LOC2510 717
FIRST REDUCTION OF LETTER OF CREDIT
PLAINFIELD LETTER OF CREDIT STANDARDS LOC2520 718
SECOND REDUCTION OF LETTER OF CREDIT
PLAINFIELD LETTER OF CREDIT STANDARDS LOC2530 719
THIRD REDUCTION OF LETTER OF CREDIT
PLAINFIELD LETTER OF CREDIT STANDARDS LOC2540 720
FINAL REDUCTION OF LETTER OF CREDIT
PLAINFIELD LETTER OF CREDIT STANDARDS LOC2550 721
INLET - TYPE BPLAINFIELD STORM STANDARDSSTO3000722
CATCH BASIN - TYPE CPLAINFIELD STORM STANDARDSSTO3010723
REAR YARD GRATE
PLAINFIELD STORM STANDARDS STO3020 724
MANHOLE FRAME AND OPEN LID
PLAINFIELD STORM STANDARDS STO3030 725
MOUNTABLE CURB & GUTTER
FRAME & GRATE
PLAINFIELD STORM STANDARDS STO3040 726
PLAINFIELD STORM STANDARDS STO3050
BARRIER CURB TYPE B-6.12
FRAME & GRATE
727
BARRIER CURB TYPE
B-6.18 & B-6.24
FRAME & GRATE
PLAINFIELD STORM STANDARDS STO3060 728
PRECAST REINFORCED CONCRETE
FLARED END SECTION
EROSION PROTECTION
PLAINFIELD STORM STANDARDS STO3070 729
TYPICAL SUMP PUMP CONNECTIONPLAINFIELD STORM STANDARDSSTO3080730
TYPICAL SUMP PUMP CONNECTION
TO STORM SEWER
RESIDENTIAL ZONING
PLAINFIELD STORM STANDARDS STO3090 731
CREEK CROSSINGPLAINFIELD WATER STANDARDSWAT4000732
SAMPLING STATION HYDRANT
PLAINFIELD WATER STANDARDS WAT4010 733
SERVICE TAP2" DIAMETER OR LESSPLAINFIELD WATER STANDARDSWAT4020734
WATER SERVICE AND TAP VERIFICATION FORM
PLAINFIELD WATER STANDARDS WAT4030 735
VALVE BOX INSTALLATION
PLAINFIELD WATER STANDARDS WAT4040
FOR WATER SERVICES
AND/OR
HYDRANT AUXILIARY
VALVES ONLY
736
PLAINFIELD WATER STANDARDS WAT4050
VALVE VAULT FRAME AND COVER
737
WATER MAIN FUTURE CONNECTION
PLAINFIELD WATER STANDARDS WAT4060 738
PLAINFIELD WATER STANDARDSWAT4070IRRIGATION SYSTEM DETAIL739
FIRE PROTECTION BUILDING CONNECTION
PLAINFIELD WATER STANDARDS WAT4080 740
SAN5000PLAINFIELD SANITARY STANDARDS
INTERIOR DROP CONNECTION
NOTES:
741
RISER FOR SERVICE LATERAL
PLAINFIELD SANITARY STANDARDS SAN5010 742
SANITARY MANHOLE FRAME AND LID
PLAINFIELD SANITARY STANDARDS SAN5020
NOTE:
743
SAN5030PLAINFIELD SANITARY STANDARDS
SANITARY INSPECTION MANHOLE
NOTE:
744
TYPICAL SECTIONLOCALPLAINFIELD ROADWAY STANDARDSRDW6000745
RDW6010PLAINFIELD ROADWAY STANDARDSTYPICAL SECTIONNEIGHBORHOOD/MINOR COLLECTOR746
TYPICAL SECTIONMAJOR COLLECTORRDW6020PLAINFIELD ROADWAY STANDARDS747
RDW6030TYPICAL SECTIONMINOR ARTERIALPLAINFIELD ROADWAY STANDARDS748
PLAINFIELD ROADWAY STANDARDSTYPICAL SECTIONBUSINESS, INDUSTRIAL, OFFICERDW6040749
TYPICAL SECTIONMAJOR ARTERIALNOTES AND LEGENDPLAINFIELD ROADWAY STANDARDSRDW6050750
TYPICAL SECTIONMAJOR ARTERIALPHASE IPLAINFIELD ROADWAY STANDARDSRDW6050A751
TYPICAL SECTIONMAJOR ARTERIALPHASE IIPLAINFIELD ROADWAY STANDARDSRDW6050B752
TYPICAL SECTIONMULTI-FAMILY DEVELOPMENTSPLAINFIELD ROADWAY STANDARDSRDW6060753
PLAINFIELD ROADWAY STANDARDSRDW6070COMBINATION CONCRETE CURB & GUTTER754
PLAINFIELD ROADWAY STANDARDSRDW6080SIDEWALK755
PLAINFIELD ROADWAY STANDARDSRDW6090DRIVEWAY756
HOT-MIX ASPHALT BICYCLE PATH
PORTLAND CEMENT CONCRETE
PLAINFIELD ROADWAY STANDARDS
SIDEWALK INTERSECTION
P.C.C.
P.C.C.
RDW6100757
PLAINFIELD ROADWAY STANDARDSRDW6110BIKEPATH···758
PLAINFIELD ROADWAY STANDARDSRDW6120PARKWAY RESTORATION759
PLAINFIELD ROADWAY STANDARDS RDW6130
ECCENTRIC CUL - DE - SAC
WITH ISLAND
760
PLAINFIELD ROADWAY STANDARDS RDW6140
ECCENTRIC CUL - DE - SAC
WITHOUT ISLAND
761
PLAINFIELD ROADWAY STANDARDS RDW6150
CONCENTRIC CUL - DE - SAC
WITH ISLAND
762
PLAINFIELD ROADWAY STANDARDS RDW6160
CONCENTRIC CUL - DE - SAC
WITHOUT ISLAND
763
PLAINFIELD ROADWAY STANDARDSTYPICAL PAVEMENT MARKINGSRDW6170764
PLAINFIELD ROADWAY STANDARDS RDW6180
TYPICAL PAVEMENT MARKINGS FOR MEDIANS
765
PLAINFIELD ROADWAY STANDARDS RDW6190
TYPICAL PAVEMENT MARKINGS FOR TURN LANES
766
PLAINFIELD ROADWAY STANDARDS RDW6200
TYPICAL PAVEMENT MARKINGS
FOR ISLANDS
767
PLAINFIELD ROADWAY STANDARDS RDW6210
TYPICAL PAVEMENT MARKINGS
CROSSWALK STRIPING
768
PLAINFIELD ROADWAY STANDARDS RDW6220
TEMPORARY ASPHALT RAMPS
769
STANDARDS FOR MAILBOX REPLACEMENT
PLAINFIELD ROADWAY STANDARDS RDW6230
770
STANDARDS FOR MAILBOX CLUSTER REPLACEMENTPLAINFIELD ROADWAY STANDARDSRDW6240771
PLAINFIELD SIGNAGE STANDARDSSIG6700TYPICAL SIGN PLAN772
PLAINFIELD SIGNAGE STANDARDS SIG6710
5 TON WEIGHT LIMIT SIGN
WEIGHT
LIMIT
5
TONS
773
PLAINFIELD SIGNAGE STANDARDS SIG6720
RESIDENTIAL SPEED LIMIT SIGN
UNLESS
OTHERWISE
POSTED
25
SPEED
LIMIT
RESIDENTIAL
774
PLAINFIELD SIGNAGE STANDARDS SIG6730
SPRINKLING SIGN
SPRINKLING
ALLOWED
6AM TO 10AM
6PM TO 10PM
ODD / EVEN
YEAR ROUND
REGULATION
775
NO
PARKING
ON VILLAGE
STREETS
TO 6:00 AM
FROM 1:00 AM
PLAINFIELD SIGNAGE STANDARDS SIG6740
NO PARKING 1:00 AM - 6:00 AM SIGN
776
VAN ACCESSIBLE HANDICAPPED PARKING SIGN
PLAINFIELD SIGNAGE STANDARDS SIG6750
RESERVED
PARKING
VAN
ACCESSIBLE
$250 FINE
777
LGT7000PLAINFIELD LIGHTING STANDARDS
RESIDENTIAL LIGHT POLE (SINGLE ARM)
778
LGT7010PLAINFIELD LIGHTING STANDARDS
RESIDENTIAL LIGHT POLE (TWIN ARM)
779
LGT7020PLAINFIELD LIGHTING STANDARDS
SUBDIVISION POLE
PLACEMENT DETAIL
SAMPLE RESIDENTIAL SUBDIVISION LIGHTING LAYOUT
780
LGT7030PLAINFIELD LIGHTING STANDARDS
ROADWAY LIGHT POLE (SINGLE ARM)
781
LGT7040PLAINFIELD LIGHTING STANDARDS
ROADWAY LIGHT POLE (TWIN ARM)
782
LGT7050PLAINFIELD LIGHTING STANDARDS
BREAKAWAY TRANSFORMER BASE
783
LGT7060PLAINFIELD LIGHTING STANDARDS
LIGHTING CONTROLLER CABINET AND FOUNDATION
GROUND FIELD DETAIL (TYP.)
784
LGT7070PLAINFIELD LIGHTING STANDARDS
LIGHTING CONTROLLER WIRING DIAGRAM
785
LGT7080PLAINFIELD LIGHTING STANDARDS
LIGHTING CONTROLLER COMPONENT SCHEDULE
786
LGT7090PLAINFIELD LIGHTING STANDARDS
LIGHTING CONTROLLER CIRCUIT LOADS
787
LGT7100PLAINFIELD LIGHTING STANDARDS
COME ED OVERHEAD SERVICE CONNECTION
788
LGT7110PLAINFIELD LIGHTING STANDARDS
METER MAIN CONTROL PEDESTAL
789
LGT7120PLAINFIELD LIGHTING STANDARDS
RESIDENTIAL DIRECT CONNECTED
CONTROL PEDESTAL
790
LGT7130PLAINFIELD LIGHTING STANDARDS
0
8
4
2
1
5
0
8
4
2
1
5
LIGHT POLE LABELING
791
LGT7140PLAINFIELD LIGHTING STANDARDS
CONCRETE FOUNDATION
792
LGT7150PLAINFIELD LIGHTING STANDARDS
METAL HELIX FOUNDATION
·
·
··
793
LGT7160PLAINFIELD LIGHTING STANDARDS
ELECTRIC CONDUIT INSTALLATION
794
LGT7170PLAINFIELD LIGHTING STANDARDS
POLE HANDHOLE WIRING DIAGRAM
SPLICING ELECTRIC CABLE
795
LGT7180PLAINFIELD LIGHTING STANDARDS
POURED IN PLACE CONCRETE HANDHOLE
796
LGT7190PLAINFIELD LIGHTING STANDARDS
PRECAST POLYMER CONCRETE HANDHOLE
797
PLAINFIELD ELECTRICAL STANDARDS LGT7200
LIGHTING CONTROLLER INVENTORY
AND TESTING SUMMARY
798
NEIGHBORHOOD LIFT STATION SITE PLAN
PLAINFIELD SEWAGE PUMP STATION STANDARD SEW8000 799
REGIONAL LIFT STATION SITE PLAN
PLAINFIELD SEWAGE PUMP STATION STANDARD SEW8010 800
TYPICAL LIFT STATION COMPONENTSPLAINFIELD SEWAGE PUMP STATION STANDARDSSEW8020801
MEMORANDUM
To: Mayor Argoudelis and Trustees
From: Chief John Konopek
Date: February 1, 2022
Re: Massage Establishment Ordinance
Background
Attached is a proposed Ordinance creating Chapter 4, Article XIV of the Village’s Code of Ordinances, for
the purpose of regulating massage establishments. The proposed Ordinance provides comprehensive
definitions, defines operating requirements, establishes restrictions on the issuance and renewal of any
business license issued to such establishments, and authorizes the Village President or his designee to
suspend or revoke any such business license under certain circumstances. The proposed Ordinance is
intended to allow massage establishments to operate in the Village, while also promoting the safety and
welfare of Village residents by establishing a comprehensive application and licensing process, and
identifying the Village’s expectations for such establishments.
Policy Considerations
The Illinois Municipal Code (625 ILCS 5/1-2-1, et seq.), grants authority to municipalities to regulate
matters within the authorized powers of the municipality.
Financial Considerations
There are no financial considerations for the Village.
Recommendation
The Massage Establishment Ordinance is presented to the Village Board for review and approval.
802
VILLAGE OF PLAINFIELD
ORDINANCE NO. ______
AN ORDINANCE ENACTING CHAPTER 4, ARTICLE XIV OF THE CODE OF ORDINANCES OF THE VILLAGE OF PLAINFIELD
An Ordinance Regulating Massage Establishments
ADOPTED BY THE PRESIDENT AND BOARD
OF TRUSTEES OF THE
VILLAGE OF PLAINFIELD THIS ___ DAY OF FEBRUARY 2022.
Published in pamphlet form by the authority of the President and Board of Trustees of the Village of Plainfield, Will and
Kendall Counties, Illinois,
this ___ day of February 2022.
803
ORDINANCE NO. _____ AN ORDINANCE ENACTING CHAPTER 4, ARTICLE XIV OF
THE CODE OF ORDINANCES OF THE VILLAGE OF PLAINFIELD
An Ordinance Regulating Massage Establishments
WHEREAS, pursuant to the laws of the State of Illinois, the Village of Plainfield
(“Village”) has the authority to adopt ordinances and to promulgate rules and regulations
that pertain to its government and affairs and protect the public health, safety and
welfare of its citizens; and
WHEREAS, the Village's Code of Ordinances (the "Code") currently regulates
the licensing of businesses within the Village; and
WHEREAS, the Village President and Board of Trustees ("Village Board") have
determined it necessary to modify Chapter 4 of the Code to enact Article XIV to further
regulate massage establishments.
NOW, THEREFORE, BE IT ORDAINED BY THE PRESIDENT AND BOARD OF TRUSTEES OF THE VILLAGE OF PLAINFIELD, WILL AND KENDALL COUNTIES, ILLINOIS, as follows:
SECTION ONE. That the facts and statements contained in the Preamble to this
Ordinance are found to be true and correct and are hereby adopted by this reference as
if fully set forth herein.
SECTION TWO. That Chapter 4, Article XIV of the Code entitled “Massage
Establishments”, be and hereby is enacted as set forth in Section Three below.
SECTION THREE. Sec. 4-490. Title and Application. This article shall be known as the Village of Plainfield Massage
Establishment Ordinance.
(Ord. No. _______; eff. __________)
804
Sec. 4-491. Definitions.
The following words and phrases, wherein used in this article, shall have the meanings respectively ascribed to them by this section, as follows:
Licensed massage therapist. An individual licensed by the Illinois Department of
Financial and Professional Regulation.
License. A business license issued by the Village pursuant to this article.
Massage. Any method of pressure on or friction against, or stroking, kneading, rubbing, tapping, pounding, vibrating, or stimulating of the external soft tissues of the
body with the hands or with aid of any mechanical, electrical apparatus or appliances or
by the application of air, liquid, or vapor baths of any kind with or without such supplementary aids as rubbing alcohol, liniments, antiseptics, oils, powder, creams, lotions, ointments, or other similar preparations used in the massage therapy practice.
Massage establishment. Any establishment having a source of income or
compensation derived from the practice of massage as defined in the massage
definition above, and which has a fixed place of business where any person engages in, or carries on, or permits to be engaged in or carried on, any of the activities or practices of massage as defined in this article.
Patron. An individual who receives a massage under such circumstances that it is
reasonably expected he or she will pay money or give other consideration therefor.
Person. Any individual person, firm, corporation, partnership, limited liability company or association.
Sexual or genital area. The genitals, pubic area, buttock, anus or perineum of any person; or the vulva or breasts of any female.
(Ord. No. ______; eff. __________)
Sec. 4-492. License required.
It shall be unlawful for any person to engage in, conduct, carry on, or permit to be engaged in, conducted, or carried on, in or upon any premises in the Village, the
business of operating a massage establishment without having first obtained a valid and current business license issued by the Village. A separate business license shall be required for each massage establishment location regardless of whether multiple establishments are operated by the same person/licensee. (Ord. No. _________; eff. __________) Sec. 4-493. Limitations and restrictions on issuance and renewal of business license by massage establishments.
In addition to the provision of the Code related to business licensing, the Chief of
Police, or his designee, shall complete a background investigation of all persons
805
seeking to operate a massage establishment in the Village, including all employees and/or prospective employees of the massage establishment.
No business license shall be issued to, or renewed to, a massage establishment
when:
a. The applicant or its duly authorized agent, or any of the applicant's members, managers, officers, directors, limited partners, general partners, or any person(s) acting as managers or assistant managers or other persons principally in charge of the operation of the massage
establishment has plead guilty to or has been found guilty of any of the following offenses:
1. Any offense involving sexual misconduct with children or other sex offenses as defined in 720 ILCS 5/1-1 et seq., as amended.
2. Any felony based upon conduct or involvement in such related business activity or similar business activity, within the past ten (10) years. 3. Any felony unrelated to conduct or involvement in such related business activity or similar business activity, but which felony involved the
use of a deadly weapon, traffic in narcotic drugs or controlled substances, or violence against another person, including criminal sexual assault or other sexual misconduct, within the past ten (10) years. 4. Any misdemeanor or licensing ordinance violation by any state or other
unit of local government based upon conduct or involvement in such related business activity or similar business activity, within the past five (5) years of the date of the applicant’s business license application, including but not limited to, the denial, suspension or revocation of a business or occupational license by any state or other unit of local government within
five (5) years of the date of the applicant’s business license application.
b. The applicant was issued a license under this article and the business license has been revoked for cause or the applicant has plead guilty or has been found guilty of a violation of any provision of this article.
c. The applicant, when at the time of application for renewal of any business
license issued hereunder, would not have been eligible for such license upon a first application.
d. The applicant is under eighteen (18) years of age.
e. The applicant was previously convicted of any other criminal offense
involving dishonesty, fraud, deceit or moral turpitude within five (5) years
of the date of the application.
806
f. The applicant knowingly made or provided false, misleading or fraudulent statements or information to the Village, or failed to disclose information required in the business license application.
g. The applicant’s place of business is conducted by a manager who does
not possess the professional and licensing qualifications required of the licensee.
h. The applicant is not an owner or a beneficial owner of the massage establishment to be operated by the licensee.
i. The applicant is a partnership and any general partner(s) thereof, or any
limited partner(s) owning any interest in such partnership has plead guilty to or has been found guilty of any of the offenses listed in this article.
j. The applicant is a corporation or limited liability company, and any officer, manager or director, or any member(s) or stockholder(s) owning any of the
interest and/or stock of such limited liability company or corporation has
plead guilty to or has been found guilty of any of the offenses listed in this article.
k. The applicant is a corporation not incorporated in Illinois or qualified as a foreign corporation under the Illinois Business Corporation Act 805 ILCS
5/1.01 et seq., to transact business in Illinois.
l. The premises in which the massage establishment is to be operated is not in compliance with all applicable codes and ordinances of the Village, any applicable health code, or codes of the applicable fire protection district, including but not limited to zoning, building and life safety codes.
(Ord. No. ______; eff. __________)
Sec. 4-494. Revocation or suspension.
The Village President or his designee may suspend or revoke the business license issued to a massage establishment for any of the reasons identified in section 4-
431 of the Code, and may also revoke the business license for any of the additional reasons:
a. The licensee violated or is not in compliance with one or more provisions of this article, and the licensee’s business license has been previously suspended.
b. The licensee knowingly allowed prostitution and/or human trafficking, as defined by the Illinois Criminal Code, on the premises.
c. The licensee knowingly conducted or allowed to be conducted massage activities in the Village during a period of time when the licensee's license was suspended.
d. On two (2) or more occasions within a 24-month period, a person(s) committed a violation of the provisions of this article which substantially occurred in or on the licensed premises, and the person(s) were
807
employees, agents and/or representatives of the licensee at the time the violations occurred.
e. The licensee or its authorized employee, agent or representative
knowingly allowed any act of sexual intercourse, sodomy, oral copulation,
masturbation, bestiality, prostitution, flagellation or human trafficking to occur in or on the licensed premises.
f. The licensee or its authorized employee, agent or representative knowingly advertises for the providing of services within the massage
establishment which are unlawful.
Any suspension or revocation of the licensee’s business license shall not preclude prosecution and/or imposition of other penalties provided for in other applicable provisions of this article or other ordinances of the Village.
The licensee shall be deemed to have actual or constructive knowledge of any
violations if they occur on the licensed premises by any person(s) acting as an agent for
or otherwise receiving compensation from the licensee.
Sec. 4-495. Operating requirements.
a. Every portion of the massage establishment, including appliances and apparatus,
shall be kept clean and operated in a sanitary condition.
b. Price rates for all massage services shall be prominently posted and/or pricing sheets shall be available for review to all prospective patrons, at the front desk and in the massage treatment areas. A placard must also be posted and visible in the massage treatment area or in a location available to all prospective patrons
advising: "No massage services other than those posted or listed on a pricing sheet available for customer review shall be provided for any compensation whatsoever. There shall be no bargaining or solicitation for massage services between patrons, massage therapists, and/or employees."
c. All employees, including licensed massage therapists, shall be fully covered by
wearing clean, nontransparent outer garments, completely covering the sexual and genital areas.
d. The licensee shall not place, publish or distribute or cause to be placed, published or distributed any advertisement, picture, or statement which is known or through the exercise of reasonable care should be known to be false, deceptive or
misleading in order to induce any person to purchase or utilize any massage services.
e. The sexual or genital areas of patrons shall be completely covered at all times when in the presence of an employee of the massage establishment or any licensed massage therapist.
f. No massage establishment licensed under the Code shall knowingly permit any person to remain in or upon the licensed premises who commits any act of public indecency or obscenity as provided in the Code or as provided in the Illinois Criminal Code.
808
g. Each massage establishment shall operate in compliance with all applicable local, state and federal laws and regulations, including but not limited to, any such laws and regulations relating to discrimination based on race, color, religion, national
origin, gender, disability or age.
h. No massage establishment shall knowingly permit any person(s) to occupy the licensed premises as a residence or otherwise permit residency at the licensed premises, at any time, unless the massage establishment is authorized as a home occupation by the Village.
(Ord. No. ______; eff. __________)
Sec. 4-496. Manager/employees/persons on premises.
At all times during the operation of a massage establishment, while massage activities are taking place, there shall be present a manager, assistant manager or other
person(s) principally in charge of the operations of the licensee, and a licensed massage therapist, each of whom shall not be less than eighteen (18) years of age. A licensed massage therapist may also serve as a manager, assistant manager or person principally in charge. No massage establishment shall employ or permit any person on the licensed premises who is less than eighteen (18) years of age.
(Ord. No. ______; eff. __________)
Sec. 4-497. Alcohol prohibited.
No person shall sell, give, dispense, provide or keep, or cause to be sold, given, dispensed, provided or kept, any alcoholic beverage on the premises of any massage
establishment and no massage establishment shall be located on any premises for which a license to sell alcoholic liquor has been issued.
(Ord. No. ______; eff. ___________)
Sec. 4-498. Hours of operation.
Licensed massage establishments shall only be open for business or in operation between the hours of 8:00 a.m. and 9:00 p.m.
(Ord. No. ______; eff. __________)
Sec. 4-499. Employment of massage therapist.
No person shall employ as a massage therapist any person unless said person is a properly licensed massage therapist pursuant to Illinois law, including but not limited to the Massage Licensing Act, 225 ILCS 57/1 et seq., as amended.
(Ord. No. ______; eff. ___________)
Sec. 4-500. Inspections.
When inspections of the premises used for or in connection with the operation of a licensed massage establishment are required by this article, or any ordinance of the
809
Village, or are reasonably necessary to ensure compliance with the provisions of any ordinance or regulation of the Village, or to detect violations thereof, it shall be the duty of the licensee or the person in charge of the premises to admit thereto for the purpose
of making the inspection, any officer or employee of the Village who is duly authorized
to make such inspection at any reasonable time that such admission or entry is requested. It shall be unlawful for any licensee to fail to allow the Village access to the premises or to hinder an inspection in any manner. (Ord. No. ______; eff. __________)
Sec. 4-501. Name and place of business.
No person granted a business license for a massage establishment shall operate the massage establishment under a name not specified in the license, nor shall the business be conducted under any different designation or at any location not specified
in the business license.
(Ord. No. ______; eff. _________)
Sec. 4-502. Exemptions.
The provisions of this article shall not apply to any units of government, hospitals
or nursing homes or for any individual while engaged in the personal performance of their respective professions provided such individual maintains an unrevoked certificate to practice the healing arts under the laws of this State, including but not limited to, physicians, surgeons, chiropractors, osteopaths, physical therapists, nurses, paramedics, state registered athletic licensees who administer athletic related
massages in the normal course of training duties, or to those working under the direction of any such individuals in any such units of government, hospitals or nursing homes.
(Ord. No. ______; eff. _________)
Sec. 4-503. Unlawful acts.
a. It shall be unlawful for any individual in a massage establishment to knowingly place his or her hand(s) upon, to touch with any part of his or her body, to fondle in any manner, or to massage, a sexual or genital area or part of any other person.
b. It shall be unlawful for any individual in a massage establishment to knowingly allow
a patron of the massage establishment to place his or her hand(s) upon, to touch
with any part of his or her body, to fondle in any manner, or to massage, a sexual or genital area or part of any licensed massage therapist, other employee, or other person present at the massage establishment.
c. It shall be unlawful for any individual in a massage establishment, to expose his or
her sexual or genital area or part, or any portion thereof, to any other individual.
d. It shall be unlawful for any individual while in the presence of any other individual in a massage establishment, to fail to conceal with a fully opaque covering, the sexual or genital area or part of his or her body.
810
e. It shall be unlawful for any individual owning, operating, or managing a massage establishment, to knowingly cause, allow or permit in or about such massage establishment any agent, employee, or any other individual under his control or
supervision to perform any acts deemed to be unlawful by the provisions in
subsections (a), (b), (c) and (d) of this section.
f. It shall be unlawful for any person who holds a business license to operate a massage establishment within the Village, to fail to comply with any of the conditions and regulations set forth in this article.
(Ord. No. ______; eff. ________)
Sec. 4-504. Public nuisance.
Any location used as a massage establishment in violation of this article is hereby declared to be a nuisance.
(Ord. No. ______; eff. __________)
Sec. 4-505. Violations.
Violations of this article may be enforced in accordance with the provisions of the Code. A separate offense shall be deemed committed on each day during or upon
which a violation occurs or continues.
(Ord. No. ______; eff. __________)
SECTION FOUR. That any Village Ordinance, or part thereof, in conflict with the
provisions of this Ordinance is, to the extent of such conflict, expressly repealed.
SECTION FIVE. If any provision of this Ordinance, or the application of any
provision of this Ordinance, is held unconstitutional or otherwise invalid, such
occurrence shall not affect other provisions of this Ordinance, or their application, that
can be given effect without the unconstitutional or invalid provision or its application.
Each unconstitutional or invalid provision, or application of such provision, is severable,
unless otherwise provided by this Ordinance.
SECTION SIX. This Ordinance shall be in full force and effect after its passage,
approval and publication in pamphlet form as required by law.
811
SECTION SEVEN. This Ordinance shall be numbered as Ordinance No. ____.
PASSED the ____ day of February 2022.
AYES:
NAYS:
ABSENT:
APPROVED this ___ day of February 2022.
_______________________________ John F. Argoudelis
Village President
ATTESTED AND FILED IN MY OFFICE:
________________________________ Michelle Gibas Village Clerk
812
PLAINFIELD POLICE DEPARTMENT
Memo To:
From:
Date:
Subject:
John Argoudelis, Village President
John Konopek, Chief of Police
Tuesday, January 11 2022
Operations Report- December 2021
Traci Pleckham, Interim Village Administrator
Village Trustees
The following pages contain the Monthly Operations Report for the month of December 2021:
Community Event
Target
Friday, December 17, 2021
Shop with a Cop
Revenue Summary Page 2
Vehicle Report Page 2
Training Report Page 3
Dispatch Activity Page 4
Arrest Reports Page 5-7
Case Status Reports Page 8-15
Monthly Offenses Reported Page 16-24
Page 1 of 24December 2021 Operations Report 813
PLAINFIELD POLICE DEPARTMENT
Operations Report
2019 2020 2021
Monthly Vehicle Report: December
Average Miles Per Gallon 11.94 8.98 9.25
Gallons of Gasoline Used 3,742.40 4,230.40 4,077.60
Miles Driven 44,669 37,986 37,722
Monthly Maintenance*$16,194.34 $7,136.12 $11,600.38
*Vehicle maintenance is reported as an expense based upon the calendar date paid; therefore is not necessarily representative of the date
the maintenance was performed, billed, nor the budget month applied.
Payment Category FEES - Fees and Services
Payment Category FINES - Fines/Forfeitures
Payment Category PERMITS - Permits
2019 2020 2021
*Red light Camera Violations includes all transactions receipted by Plainfield and not solely the Police Department. Reporting month timing
changed in the 12/2021 report for Red Light months.
*Red Light Camera Fines and Will and Kendal County fines were received by the counties in November, but were received by Plainfield in
December. These numbers are delayed due to the timing of payment processing relative to this reports publication.
Monthly Revenue Summary: December
Administrative Ticket $15,065.00 $5,755.00 $10,985.00
Administrative Ticket-Late Fee $780.00 $755.00 $540.00
Alcohol Enforcement Fine $1,905.00 $1,850.00 $2,769.00
Daily Storage Fee $0.00 $0.00 $0.00
Impound Fees $3,000.00 $9,000.00 $5,000.00
Kendall County Court Fine*$565.00 $0.00 $140.94
Red Light Camera Violations*$26,300.00 $32,966.23 $38,000.00
Will County Court Fine*$32,907.45 $33,880.72 $23,881.63
$80,522.45 $84,206.95 $81,316.57
Accident/Insurance Reports $165.00 $615.00 $315.00
Fingerprint Fee $140.00 $0.00 $80.00
Freedom of Information Fee $5.00 $11.75 $1.25
Offender Registration Fee $100.00 $200.00 $200.00
$410.00 $826.75 $596.25
Solicitors Permit $70.00 $0.00 $50.00
$70.00 $0.00 $50.00
$81,002.45 $85,033.70 $81,962.82Total
Page 2 of 24December 2021 Operations Report 814
PLAINFIELD POLICE DEPARTMENT
Training Activity
LocationCourse TitleClass DateEmployee Hours Each
December 2021 Training Report
Total Hours
Ostreko 1/4 - 1/14 80 Staff and Command Plainfield PD80
Sauter, Sinclair 12/6 8 Interdiction Mastermind Lincoln-Way North HS,
Frankfort IL
16
R. Sester 12/6 4 ITOA Tactical Rifle/Pistol FTX Lockport IL4
Emmett 12/9 8 De-Escalation and Smarter Policing Plainfield PD/NE
PAT334R
8
Columbus, Friddle,
Konopek, Lehmann,
Martin, Robles, Ruggles,
Wagner
12/10 8 ILEAS MFF - TBD64
Bayless, Mulacek 12/15 10 Joliet SOS20
Martin 12/16 8 Juvenile Officers Certification
Course
Peru PD8
200Total Training Hours for December 2021:
Page 3 of 24December 2021 Operations Report 815
PLAINFIELD POLICE DEPARTMENT
Dispatch Activity
Zone*2019 2020 2021
December Zone Incident Comparison Report
PCW 89 47 1761
Z1 583 513 609
Z2 472 434 416
Z3 875 680 688
Z4 487 467 466
Z5 100 108 89
Z6 3 5 4
0
500
1000
1500
2000
PCW Z1 Z2 Z3 Z4 Z5 Z6
2019 2020 2021
2609 2254 4033TOTAL**
*PDF/PCW/WC is used when an incident is out of the village, or when the dispatcher does not validate the address.
**Total incidents includes all CAD created incidents, including all Service Calls, Traffic Stops, Information only Calls, Etc.
0
50
100
150
200
250
300
0100200300400500600700800900100011001200130014001500160017001800190020002100220023002019 2020 2021
*Total incidents includes all CAD created incidents, including all Service Calls, Traffic Stops, Information only Calls, Etc.
Yearly Dispatch Comparison By Hour for December
Page 4 of 24December 2021 Operations Report 816
PLAINFIELD POLICE DEPARTMENT
Arrest Reports
202120202019
December Adult Arrests*
Robbery
Robbery 0 1 0320
Battery
Aggravated Battery - Great Bodily Harm or Permanent
Disability or Disfigurement
0 1 0410
Aggravated Battery - Peace Officer, Policing Volunteer,
Fireman, Security Ofc - Minor/No Injury - No Dangerous
Weapon
0 1 0434
Aggravated Battery - Deadly Weapon Other than Firearm or
Use of Air Rifle
0 1 0447
Domestic Battery 2 3 2486
Assault
Aggravated Assault - Offense Based on Use of Firearm, Device,
or Motor Vehicle
0 1 0522
Theft
Theft - Obtains/Exerts Unauthorized Control Over Property of
the Owner Less Than $500
1 0 0825
Retail Theft - Taking Merchandise from Retail Establishment
With Intent to Deprive Merchant Without Paying
2 0 1860
*Both Juvenile and Adult Felonies and Misdemeanors (Excludes Petty Offensese)
0
10
20
30
40
50
60
70
80
90
100
1 2 3 4 5 6 7 8 9 10 11 12
2019 2020 2021
Arrest Comparison for the Past 3 Years
Page 5 of 24December 2021 Operations Report 817
202120202019
December Adult Arrests*
Cannabis Control Act
Possession of Cannabis - more than 10g but less than 30g 0 1 01810
Possession of Cannabis - more than 100g but less than 500g 1 0 01813
Possession of Cannabis - less than 10g (civil/ordinance violation)2 0 11814
Manufacture, Deliver, Possess with Intent to Deliver Cannabis -
less than 2.5g
0 1 01821
Controlled Substance Act
Possession Controlled/Counterfeit Substance 2 2 12020
Drug Paraphernalia Act
Possession of Drug Paraphernalia 0 1 02170
Possession of Drug Paraphernalia (Civil Law Violation)1 0 02171
Liquor Control Act Violations
Illegal Possession Alcohol By Minor 0 1 02220
Illegal Consumption Alcohol By Minor 0 4 02230
Interference with Public Officers
Resisting or Obstructing Peace Officer, Firefighter, or
Correctional Institution Employee
0 2 13711
Obstructing Justice 0 0 23730
Motor Vehicle Offenses
DUI - Alcohol Concentration in Blood or Breath 0.08 or More 3 6 22410
DUI - Under the Influence of Alcohol 0 3 32411
DUI - Under the Influence of Drugs or Combination of Drugs 3 2 02420
DUI - Under the Combined Influence Alcohol, Other Drugs,
Intoxicating Compounds
0 1 02421
Illegal Transportation or Possession of Alcoholic Liquor by
Driver in Motor Vehicle
3 4 12430
Possession Adult Use Cannabis In Passenger Area of Motor
Vehicle - Driver
0 0 12435
Reckless Driving - Drives Vehicle With Willful or Wanton
Disregard for Safety of Persons or Property
0 0 12440
Operation Vehicle w/Suspended Registration (No Insurance)0 0 12462
Failure to Comply to Request from Law Enforcement for Display
of Evidence of Insurance
0 1 02464
Operating a Motor Vehicle With No Valid License, Permit, or
Restricted Driving permit
0 1 12470
Suspended/Revoked Drivers License 3 0 32480
Other Offenses
In-State Warrant 3 2 55081
26 40 26TOTAL
*Felonies & Misdemeanors (Excludes Petty Offenses). Any 2410 Arrests are for all individual citations. This number does not
reflect the number of individual occurrances since a single offender may recieve multiple citations, e.g. DUI Alcohol & DUI >.08.
Page 6 of 24December 2021 Operations Report 818
202120202019
December Juvenile Arrests*
Battery
Domestic Battery 0 0 1486
Assault
Aggravated Assault - Offense Based ONLY on Location (public
way/property/amusement place/sports venue)
1 0 0510
Theft
Retail Theft - Taking Merchandise from Retail Establishment
With Intent to Deprive Merchant Without Paying
1 0 0860
Cannabis Control Act
Possession of Cannabis - more than 10g but less than 30g 1 0 01810
Delivery of Cannabis on School Grounds - more than 500g but
less than 2,000g
1 0 01816
Liquor Control Act Violations
Illegal Consumption Alcohol By Minor 0 2 02230
Disorderly Conduct
Disorderly Conduct - Actions Alarm or Disturb Another
Provoking Breach of Peace
4 0 42890
Interference with Public Officers
Resisting or Obstructing Peace Officer, Firefighter, or
Correctional Institution Employee
0 0 13711
8 2 6TOTAL
*Felonies & Misdemeanors (Excludes Petty Offenses). Any 2410 Arrests are for all individual citations. This number does not
reflect the number of individual occurrances since a single offender may recieve multiple citations, e.g. DUI Alcohol & DUI >.08.
Page 7 of 24December 2021 Operations Report 819
PLAINFIELD POLICE DEPARTMENT
Case Status Reports
Detective 2019 2020 2021
Active (02) Pending Case Assignments as of: January 11, 2022*
Allen, Christopher 196 13 27 31
Dabezic, Dino 194 12 11 18
Felgenhauer, Amanda 193 19 21
Kaminski, Jeffrey 192 21 21 24
Mcquaid, Kevin 117 2 4 10
Siegel, Carianne #191 16
64 82 104TOTAL
0
5
10
15
20
25
30
35
ALLEN, CHRISTOPHER
196
DABEZIC, DINO 194 Felgenhauer, Amanda
193
KAMINSKI, JEFFREY
192
MCQUAID, KEVIN
117
SIEGEL, CARIANNE
#191
2019 2020 2021
*Active case assignements and pending investigations will not typically be equal because multiple officers may be assigned to
follow up on one case that may have multiple offenses.
Page 8 of 24December 2021 Operations Report 820
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Robbery
Armed Robbery 1310
Vehicular Hijacking 1325
2Total: Robbery
Battery
Aggravated Battery - Great Bodily Harm or Permanent
Disability or Disfigurement
1 2410
Battery 2 2460
Domestic Battery 4 8486
Aggravated Domestic Battery 1488
7 13Total: Battery
Assault
Aggravated Assault - Offense Based ONLY on Location (public
way/property/amusement place/sports venue)
1510
1Total: Assault
Burglary
Burglary - Building 4 1610
Burglary - Motor Vehicle 4760
Possession Burglary Tools 14310
8 2Total: Burglary
Theft
Retail Theft - Alters, Transfers, Removes Label or Price Tag and
Attempts to Purchase at Less than Full Retail Value
1810
Theft - Obtains/Exerts Unauthorized Control Over Property of
the Owner Over $500
11 6815
Retail Theft - Falsely Represents to Merchant as Owner of
Property Seeking Money, Merchandise Credit, Other Property
1816
Retail Theft - Theft by Emergency Exit 1819
Theft - Obtains/Exerts Unauthorized Control Over Property of
the Owner Less Than $500
4 1825
Retail Theft - Taking Merchandise from Retail Establishment
With Intent to Deprive Merchant Without Paying
10 10860
Identity Theft 6 11137
Aggravated Identity Theft Against a Person 60 Years of Age or
Older or Person with Disability
21138
Theft - Obtained by Deception Control Over Property of the
Owner
41139
Internet Offenses - Online Theft by Deception 11146
Theft/Labor/Services/Property 11210
Theft of Motor Vehicle Parts or Accessories-Felony 12476
35 26Total: Theft
Page 9 of 24December 2021 Operations Report 821
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Motor Vehicle Theft
Motor Vehicle Theft 4 1910
4 1Total: Motor Vehicle Theft
Arson
Arson - Damage to Real or Personal Property Having Value
Over $150
11010
1Total: Arson
Deceptive Practices
Deceptive Practices - General Deception 3 41110
Deceptive Practices - Bad Checks 4 11111
Deceptive Practices - Bank-Related Fraud - False Statement,
Possession Stolen Fraudulently Obtained Checks
11112
Deceptive Practices - Bank Related Fraud - Possession of
Implements of Check Fraud
11113
Forgery 31120
Financial Institution Fraud 11121
Financial Institution Fraud - Continuing Financial Crimes
Enterprise
11126
Fraud 31130
False Statement to Procure Credit or Debit Card 21150
Possession Lost or Mislaid Credit/Debit Card With Intent to
Use/Sell/Transfer to Another Person
11163
Sale or Purchase of a Credit or Debit Card Without Consent of
Issuer
11164
Fraud 31191
Computer Tampering 11240
17 13Total: Deceptive Practices
Criminal Damage & Trespass to Property
Criminal Damage to Property 15 41310
Criminal Damage to Government Supported Property 11340
Criminal Damage Government Supported Property by Means of
Fire/Explosive or Starts Fire on Govt Supported Property
11341
Criminal Trespass State Supported Property 11350
Criminal Trespass Vehicle 21360
Trespass Warning 29375
22 4Total: Criminal Damage & Trespass to Property
Deadly Weapons
Unlawful Use of Weapon 1 11410
Unlawful Possession Firearm/Ammunition 11425
Firearm Owner's Identification Card Required - Acquire or
Possess Firearm Ammunition
11461
2 2Total: Deadly Weapons
Page 10 of 24December 2021 Operations Report 822
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Sex Offenses
Criminal Sexual Assault 4260
Predatory Criminal Sexual Assault Child 1280
Solicitation of a Sexual Act 11504
Criminal Sexual Abuse - Sexual Conduct - Use or Threat of Force 31563
Grooming - Luring Child or Guardian to Commit Sex Offense or
Engaging in Unlawful Sexual Conduct With a Child
11567
Public Indecency 11570
10 1Total: Sex Offenses
Offenses Involving Children
Endangering the Life or Health of a Child - Causes, Permits or
Places Child in Circumstances (Family Related)
21711
Contributing to Dependency/Neglect Child 11720
Minor Distributes or Disseminates Indecent Visual Depiction of
Another Minor via Computer or Electronic Device
11726
Runaway (M.R.A.I.)41740
Juvenile Bullying 19279
6 3Total: Offenses Involving Children
Cannabis Control Act
Possession of Cannabis - more than 10g but less than 30g 1 11810
Possession of Cannabis - more than 30g but less than 100g 21811
Possession of Cannabis - more than 100g but less than 500g 4 11813
Possession of Cannabis - less than 10g (civil/ordinance violation)5 11814
Manufacture, Deliver, Possess with Intent to Deliver Cannabis -
less than 2.5g
11821
Manufacture, Deliver, Possess with Intent to Deliver Cannabis -
more than 10g but less than 30g
31822
Manufacture, Deliver, Possess with Intent to Deliver Cannabis -
more than 30g but less than 500g
11824
16 4Total: Cannabis Control Act
Controlled Substance Act
Manufacture/Delivery Controlled Substance 12010
Manufacture of Controlled Substance 22011
Delivery of Controlled Substance 42012
Possess with Intent to Manufacture/Deliver Controlled
Substance
12013
Possession Controlled/Counterfeit Substance 8 32020
Drug Activity 19183
16 4Total: Controlled Substance Act
Page 11 of 24December 2021 Operations Report 823
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Drug Paraphernalia Act
Possession of Drug Paraphernalia 1 12170
Possession of Drug Paraphernalia (Civil Law Violation)1 12171
2 2Total: Drug Paraphernalia Act
Disorderly Conduct
Telephone Threat 22820
Harassment Through Electronic Communications 32826
Bomb Threat 12850
Threaten Destruction of School or Violence, Death, or Bodily
Harm Against Persons at School, School Function, or Event
12851
False Report to Peace Officer, Public Officer or Employee that
Offense Will Be, is Being, or has Been Committed
12860
Disorderly Conduct - Actions Alarm or Disturb Another
Provoking Breach of Peace
5 22890
12 3Total: Disorderly Conduct
Interference with Public Officers
Resisting or Obstructing Peace Officer, Firefighter, or
Correctional Institution Employee
13711
Obstructing Justice 13730
1 1Total: Interference with Public Officers
Intimidation
Extortion 23970
2Total: Intimidation
Traffic Crashes
Accident: Hit and Run (Property Damage)66548
Accident: Fatal 16555
Accident: Personal Injury 16556
Accident: Leaving Scene of Accident 16572
9Total: Traffic Crashes
Parking
Parking: Overnight Prohibited/Specific Hours 16310
1Total: Parking
Page 12 of 24December 2021 Operations Report 824
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Motor Vehicle Offenses
DUI - Alcohol Concentration in Blood or Breath 0.08 or More 12410
DUI - Under the Influence of Alcohol 12411
DUI - Under the Influence of Drugs or Combination of Drugs 2 12420
DUI - Under the Combined Influence Alcohol, Other Drugs,
Intoxicating Compounds
12421
Failure to Remain at the Scene of a Vehicle Damage Accident 1 12447
Cancelled/Suspended/Revoked Registration 22460
Operation of Uninsured Motor Vehicle 52461
Suspended/Revoked Drivers License 32480
Flee/Attempt to Elude Peace Officer 22495
Aggravated Fleeing/Attempting to Elude Peace Officer -
Involves Disobedience of 2 or More Traffic Devices
12499
Failure to Reduce Speed to Avoid Accident 26581
Failure to Signal 16584
Speeding: Over 26 - 34 Mph Over Posted Limit 26594
Speeding: Radar 56601
Too Fast For Conditions 1 16604
Traffic Sign Violation 16605
Improper Lane Usage 2 16608
Failure to Yield: Merging Traffic 16615
Failure to Yield: Stop Sign 26620
Failure to Yield: Emergency Vehicle 16621
Improper Lighting (One Headlight)16633
Other Equipment Violations (Citations Issued)16648
Improper Display of Registration 1 16653
Fictitious or Altered Driver's License/Id Card 16688
Failure to Give Aid/Information 17002
40 7Total: Motor Vehicle Offenses
Citizen Assist
Abandoned Vehicle 19908
1Total: Citizen Assist
Missing Persons
Missing Person: Adult Female 19065
1Total: Missing Persons
Page 13 of 24December 2021 Operations Report 825
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Other Offenses
Violation Order of Protection 1 14387
Violation of Stalking No Contact Order 14389
Probation Violation 24510
Abuse/Criminal Neglect of Long Term Care Facility Resident,
Elderly or Disabled Person
14775
Domestic Dispute 24870
All Other Criminal Offenses 15000
In-State Warrant 4 15081
Expunged Offense 47001
Violation of Bail Bond 19175
15 4Total: Other Offenses
Suspicious Activity
Investigation Quasi-Criminal 1 19100
Suspicious Person 19103
Disturbance/Disputes 1 19110
Suspicious Circumstances 19356
3 3Total: Suspicious Activity
Lost/Found Property
Lost Articles 19061
Found Property 19246
1 1Total: Lost/Found Property
Suicide & Death Investigations
Suicide Attempt: By Drugs 19414
Death: Suspicious Circumstances 1 19432
Death: Other Sudden Death/Bodies Found (Death Investigation)39438
4 2Total: Suicide & Death Investigations
Agency Assist
Assist: Fire Department 29001
Assist: State Police 19003
Assist: Other Police Department 29004
Assist: Ambulance 2 39083
7 3Total: Agency Assist
Animal Complaints
Other Animal Complaints/Investigations 19219
1Total: Animal Complaints
Page 14 of 24December 2021 Operations Report 826
Active Cases and Warrants Listed by Primary Offense as of: January 11, 2022
02 - PENDING
INVESTIGATION
15 - WARRANT/COMPLAINT
ISSUED
Crisis Intervention
Parent-Juvenile: Crisis Intervention 19603
Mental Illness: Crisis Intervention 19604
Other: Crisis Intervention 1 19608
Child Abuse: Crisis Intervention 2 19612
5 2Total: Crisis Intervention
Other Incidents
Other Investigations 49119
Wire Fraud 1 29125
Interfering with the Reporting of Domestic Violence 19132
Local Ordinance Violation (Other)19154
Released Vehicle/Property 2 19325
Search Warrant 19331
Station Information 7 69507
Welfare Check 2 19798
Fights, Riots, Brawls 1 19918
18 13Total: Other Incidents
Searches and K9 Activity
Vehicle Search: Without K-9 19927
1Total: Searches and K9 Activity
269 116TOTAL
0
50
100
150
200
250
300
02 - PENDING INVESTIGATION 15 - WARRANT/COMPLAINT ISSUED
2021
Page 15 of 24December 2021 Operations Report 827
Closed Cases by Offense Administratively
Closed
Adult Arrest Juvenile
Arrest
December 2021 Closed Cases (by Disposition and Primary Offense)
Victim Refusal
to Cooperate
Prosecution
Declined
Referred to Other
Jurisdiction
Battery 3 13 22 10 4
Burglary 11
Cannabis Control Act 2
Controlled Substance Act 3
Criminal Damage & Trespass to Property 11 7 2 2
Criminal Sexual Assault 1 2
Deceptive Practices 15 2
Disorderly Conduct 12 3 10 6
Interference with Public Officers 12 6
Intimidation 3
Liquor Control Act Violations 2 6
Motor Vehicle Offenses 2 70
Offenses Involving Children
Other Offenses 72 1 6 6
Sex Offenses 2
Theft 27 8 4 2 7
153 109 62TOTAL 32 10 11
Page 16 of 24December 2021 Operations Report 828
PLAINFIELD POLICE DEPARTMENT
Offense Reports
2019 2020 2021
Monthly Offenses Reported: December
Robbery
Armed Robbery 0 1 0310
Aggravated Robbery 0 1 0330
0 2 0Total: Robbery
Battery
Aggravated Battery - Great Bodily Harm or Permanent
Disability or Disfigurement
0 1 0410
Aggravated Battery - Teacher or School Employee - Minor or No
Injury - No Dangerous Weapon
0 0 1433
Aggravated Battery - Peace Officer, Policing Volunteer,
Fireman, Security Ofc - Minor/No Injury - No Dangerous
Weapon
0 1 0434
Aggravated Battery - Deadly Weapon Other than Firearm or
Use of Air Rifle
0 1 0447
Battery 2 0 4460
Domestic Battery 9 6 5486
Aggravated Domestic Battery 0 0 1488
11 9 11Total: Battery
Assault
Aggravated Assault - Offense Based ONLY on Location (public
way/property/amusement place/sports venue)
1 0 0510
Aggravated Assault - Offense Based on Use of Firearm, Device,
or Motor Vehicle
0 1 0522
1 1 0Total: Assault
Burglary
Burglary - Building 4 4 3610
Residential Burglary 4 2 0625
Burglary Motor Veh Parts/Accessories 1 0 0730
Burglary - Motor Vehicle 4 1 1760
13 7 4Total: Burglary
Theft
Theft Motor Veh Parts/Accessories 1 0 0720
Theft of Lost or Mislaid Property 1 0 0805
Theft - Obtains/Exerts Unauthorized Control Over Property of
the Owner Over $500
1 3 9815
Retail Theft - Falsely Represents to Merchant as Owner of
Property Seeking Money, Merchandise Credit, Other Property
0 0 1816
Theft - Obtains/Exerts Unauthorized Control Over Property of
the Owner Less Than $500
4 1 2825
Retail Theft - Taking Merchandise from Retail Establishment
With Intent to Deprive Merchant Without Paying
5 6 8860
Page 17 of 24December 2021 Operations Report 829
2019 2020 2021
Monthly Offenses Reported: December
Theft
Identity Theft 2 6 41137
Theft - Obtained by Deception Control Over Property of the
Owner
0 0 11139
Theft of Motor Vehicle Parts or Accessories-Felony 0 0 12476
14 16 26Total: Theft
Motor Vehicle Theft
Motor Vehicle Theft 2 5 2910
Recovered Stolen Vehicle 0 1 05084
2 6 2Total: Motor Vehicle Theft
Deceptive Practices
Deceptive Practices - General Deception 2 3 21110
Deceptive Practices - Bad Checks 0 0 11111
Forgery 0 1 11120
Fraud 1 1 01130
False Statement to Procure Credit or Debit Card 4 2 01150
Sale or Purchase of a Credit or Debit Card Without Consent of
Issuer
0 0 11164
Use of Credit/Debit Card With Intent to Defraud 0 2 01167
Fraud 0 1 11191
7 10 6Total: Deceptive Practices
Criminal Damage & Trespass to Property
Criminal Damage to Property 8 3 71310
Criminal Trespass to Real Property 1 1 11330
Criminal Trespass Vehicle 1 2 01360
Criminal Trespass Residence 0 2 01365
Trespass Warning 2 2 19375
Trespassing 0 0 19376
12 10 10Total: Criminal Damage & Trespass to Property
Sex Offenses
Solicitation of a Sexual Act 1 0 01504
Criminal Sexual Abuse - Sexual Conduct - Use or Threat of Force 1 0 01563
Child Pornography 1 0 01582
3 0 0Total: Sex Offenses
Offenses Involving Children
Endangering the Life or Health of a Child - Causes, Permits or
Places Child in Circumstances (Non-Family Related)
0 1 01710
Possession, Sale To/From Minors - Tobacco Products 0 1 11715
Minor Remains in Public Place or on Premises of any
Establishment During Curfew Hours
0 0 11730
Runaway (M.R.A.I.)4 3 01740
Minor Requiring Adult Intervention (M.R.A.I.)0 1 09157
Juvenile Bullying 0 0 19279
Page 18 of 24December 2021 Operations Report 830
2019 2020 2021
Monthly Offenses Reported: December
Offenses Involving Children
Possession of Tobacco/Minor 9 0 49910
Child Custody Dispute/Visitation Interference 0 0 19934
13 6 8Total: Offenses Involving Children
Cannabis Control Act
Possession of Cannabis - more than 10g but less than 30g 1 1 01810
Possession of Cannabis - more than 100g but less than 500g 1 0 01813
Possession of Cannabis - less than 10g (civil/ordinance violation)3 4 81814
Delivery of Cannabis on School Grounds - more than 500g but
less than 2,000g
1 0 01816
Manufacture, Deliver, Possess with Intent to Deliver Cannabis -
less than 2.5g
0 1 01821
6 6 8Total: Cannabis Control Act
Controlled Substance Act
Possession Controlled/Counterfeit Substance 2 3 12020
Drug Activity 0 0 19183
Drug Overdose (Misc/Unknown)0 1 09185
2 4 2Total: Controlled Substance Act
Drug Paraphernalia Act
Possession of Drug Paraphernalia 0 1 12170
Possession of Drug Paraphernalia (Civil Law Violation)1 0 12171
1 1 2Total: Drug Paraphernalia Act
Liquor Control Act Violations
Illegal Possession Alcohol By Minor 0 1 02220
Illegal Consumption Alcohol By Minor 3 2 02230
3 3 0Total: Liquor Control Act Violations
Disorderly Conduct
Harassment By Telephone 1 0 12825
Harassment Through Electronic Communications 1 0 02826
Threaten Destruction of School or Violence, Death, or Bodily
Harm Against Persons at School, School Function, or Event
0 0 22851
Disorderly Conduct - Actions Alarm or Disturb Another
Provoking Breach of Peace
6 2 82890
8 2 11Total: Disorderly Conduct
Interference with Public Officers
Resisting or Obstructing Peace Officer, Firefighter, or
Correctional Institution Employee
0 2 23711
Obstructing Justice 0 0 23730
Escape/Failure to Report 1 0 03750
1 2 4Total: Interference with Public Officers
Intimidation
Extortion 0 0 13970
0 0 1Total: Intimidation
Page 19 of 24December 2021 Operations Report 831
2019 2020 2021
Monthly Offenses Reported: December
Traffic Crashes
Accident: Hit and Run (Property Damage)1 2 16548
Accident: Personal Injury 13 9 86556
Accident: Non-Injury 102 77 856557
Accident: Property Damage 2 2 106558
Accident: Village/City/County Vehicle 0 1 06561
Accident: Private Property 4 2 26563
Accident: Leaving Scene of Accident 2 0 06572
Accident: Truck (Injury)1 0 06577
125 93 106Total: Traffic Crashes
Parking
Parking: All Other Violations 1 4 16300
Parking: Handicapped Violation 1 0 16304
Parking: In Fire Lane 1 0 06305
Parking: Left Wheel to Curb 1 1 06306
Parking: Over Sidewalk (Blocking Sidewalk)0 0 16308
Parking: Overnight Prohibited/Specific Hours 14 135 2246310
Parking: Warning Tickets 2 0 06311
Parking: Where Prohibited (Sign Posted)7 2 36312
27 142 230Total: Parking
Motor Vehicle Offenses
DUI - Alcohol Concentration in Blood or Breath 0.08 or More 3 10 32410
DUI - Under the Influence of Alcohol 0 4 62411
DUI - Under the Influence of Drugs or Combination of Drugs 3 3 02420
DUI - Under the Combined Influence Alcohol, Other Drugs,
Intoxicating Compounds
0 4 02421
DUI - Drug, Substance, Compound in Blood/Urine, Results of
Use/Consumption Controlled Substance, Compound, or Meth
0 1 02422
DUI - Within 2 Hours of Driving or Actual Physical Control
Prohibited THC Level
0 1 02423
Illegal Transportation or Possession of Alcoholic Liquor by
Driver in Motor Vehicle
3 4 32430
Possession Adult Use Cannabis In Passenger Area of Motor
Vehicle - Driver
0 0 12435
Reckless Driving - Drives Vehicle With Willful or Wanton
Disregard for Safety of Persons or Property
1 1 12440
Failure to Remain at the Scene of a Vehicle Damage Accident 3 0 02447
Street Racing - Engaging in Street Racing on any Street or
Highway - Driver
0 2 02450
No Valid Registration 4 4 152455
Operation of Vehicle Without Registration 0 0 12456
Cancelled/Suspended/Revoked Registration 0 0 12460
Operation of Uninsured Motor Vehicle 71 18 232461
Operation Vehicle w/Suspended Registration (No Insurance)1 1 22462
Page 20 of 24December 2021 Operations Report 832
2019 2020 2021
Monthly Offenses Reported: December
Motor Vehicle Offenses
Failure to Comply to Request from Law Enforcement for Display
of Evidence of Insurance
0 1 02464
Improper Use of Registration 2 0 12465
Operating a Motor Vehicle With No Valid License, Permit, or
Restricted Driving permit
8 10 62470
Suspended/Revoked Drivers License 17 11 142480
Driver and Passenger Safety Belts 67 0 212485
Failure to Secure Child Under 8 Years in Appropriate Child
Restraint System
0 0 12486
Flee/Attempt to Elude Peace Officer 1 0 02495
Aggravated Fleeing/Attempting to Elude Peace Officer -
Involves Disobedience of 2 or More Traffic Devices
0 0 12499
Child Restraint (Improper Restraint Violation)1 0 06148
Failure to Reduce Speed to Avoid Accident 25 6 156581
Failure to Signal 10 7 86584
Defective Brakes 1 0 06591
Speeding: Over 26 - 34 Mph Over Posted Limit 4 6 56594
Speeding: Over 35+ Mph Over Posted Limit 1 3 16595
Traffic Complaint 1 0 06599
Speeding: Radar 394 124 1646601
Speeding: Paced 1 0 06602
Too Fast For Conditions 4 20 06604
Traffic Sign Violation 50 9 266605
Traffic Signal Violation 2 10 96606
Improper Passing 6 3 16607
Improper Lane Usage 26 26 196608
Following Too Closely 0 1 06609
DUI BAC Over .08 3 6 06610
Improper Turn At Intersection 0 1 16611
Improper Right Turn on Red Light 1 1 06612
Improper U-Turn 2 0 06613
DUI (Any Amount Drugs, Substance, Compound)2 0 06614
Failure to Yield: Merging Traffic 0 0 16615
Failure to Yield: Intersection 2 2 16616
Failure to Yield: Turning Left 10 5 56617
Failure to Yield: Private Road 1 1 26618
Failure to Yield: Pedestrian 1 0 06619
Failure to Yield: Stop Sign 8 2 96620
Failure to Yield: Emergency Vehicle 0 2 26621
Failure to Report Accident 3 1 06624
No Driver's License on Person 3 0 06625
Graduated License Violation(s)2 1 06626
Improper Backing 3 1 06628
Page 21 of 24December 2021 Operations Report 833
2019 2020 2021
Monthly Offenses Reported: December
Motor Vehicle Offenses
Improper Lighting (Driving Without Lights)9 8 76630
Improper Lighting (No Taillights)7 7 66631
Improper Lighting (One Headlight)40 33 156633
Muffler Violations 0 3 06634
No Valid Safety Test (Sticker)3 0 16635
Size, Weight, Load, Length Violations 0 2 16636
Warning Ticket - Moving Violations 0 1 16642
Warning Ticket - Equipment Violations 18 9 126643
Verbal Warning 0 1 06644
Failure to Notify SOS of Address Change 0 1 06645
Other Equipment Violations (Citations Issued)3 0 16648
Other Moving Violations (Citations Issued)4 1 06649
Zero Tolerance 0 2 06650
Improper Display of Registration 7 32 126653
Disobey Traffic Control Device (Red Light)4 8 36669
Avoiding Traffic Control Device 0 1 06672
Driving In Wrong Lane 2 1 06677
Failure to Carry Manifest 1 0 06684
Obstructed/Tinted Window(s)3 0 06685
Illegal Screeching/Squealing of Tires 1 0 06695
Improper Equipment 0 2 06699
Improper Turn 1 0 16700
All Other Traffic 2 3 26701
Illegal Use of Cell Phone While Driving 46 3 56707
Expired Registration 99 11 246712
Unsafe Equipment 2 0 16717
Failure to Yield - Grade Crossing/Pedestrian 2 1 06739
Disobeying/Passing Stopped School Bus (Stop Arm Violation)1 0 06740
DUI-Drug Combo 1 0 07000
Failure to Give Aid/Information 5 0 07002
1012 443 461Total: Motor Vehicle Offenses
Citizen Assist
RR Crossing Traffic Control 0 1 06522
Lock Out 39 27 259031
Found Bicycle 2 0 09068
Abandoned Vehicle 1 1 29908
42 29 27Total: Citizen Assist
Missing Persons
Missing Person: Adult Male 1 1 09064
Missing Person: Adult Female 0 0 19065
Missing Person: Juvenile Male 0 0 19066
Missing Person: Juvenile Female 0 0 19067
Page 22 of 24December 2021 Operations Report 834
2019 2020 2021
Monthly Offenses Reported: December
Missing Persons
Found Missing Person 0 0 19069
1 1 4Total: Missing Persons
Other Offenses
Violation Order of Protection 3 1 04387
Violation of Stalking No Contact Order 1 0 04389
Interference with Reporting of Domestic Violence 1 0 04751
Domestic Dispute 6 12 124870
In-State Warrant 3 2 75081
Expunged Offense 6 2 07001
20 17 19Total: Other Offenses
Suspicious Activity
Mischievous Conduct (No $ Loss)1 0 09055
Loud Noise Complaint 0 1 39058
Investigation Quasi-Criminal 1 1 29100
Suspicious Auto 1 0 09101
Suspicious Person 1 0 09103
Damage to Property: Non Criminal 1 0 19104
Neighborhood Trouble/Neighbor Dispute 0 0 19105
Other Trouble 1 0 09106
Disturbance/Disputes 2 1 09110
Mini-Bike/ATV Complaints 0 1 09116
Suspicious Circumstances 0 0 19356
8 4 8Total: Suspicious Activity
Lost/Found Property
Found Articles 3 1 29062
Lost Driver's License/Plates 0 1 09063
Found Property 1 0 19246
Lost/Stolen Firearm 1 0 09283
Lost/Stolen Wallet/Purse 0 1 09285
5 3 3Total: Lost/Found Property
Suicide & Death Investigations
Suicide Attempt: By Cutting 0 0 19413
Suicide Attempt: Other 2 0 09417
Death: Natural Causes 2 5 09431
Death: Suspicious Circumstances 0 1 09432
Death: Other Sudden Death/Bodies Found (Death Investigation)0 1 39438
Suicide Threat: Crisis Intervention 1 0 09607
5 7 4Total: Suicide & Death Investigations
Agency Assist
Assist: Fire Department 2 1 29001
Assist: County Police 1 1 09002
Assist: State Police 0 0 29003
Page 23 of 24December 2021 Operations Report 835
2019 2020 2021
Monthly Offenses Reported: December
Agency Assist
Assist: Other Police Department 0 1 29004
Assist: Other Government Agency 1 0 09005
Assist: Ambulance 3 5 09083
7 8 6Total: Agency Assist
Animal Complaints
Dog Bite: Home 0 1 09201
Dog Bite: Other 0 1 09204
Stray Dogs/Leash Law 4 3 19209
Stray Other Animals 0 1 19210
Animal (Found)0 2 09215
Destroy Injured Animal 0 2 09220
Animal (Dog At Large)0 1 09231
4 11 2Total: Animal Complaints
Crisis Intervention
Transportation of Mental Cases 0 0 19301
Domestic Trouble: Crisis Intervention 3 1 29600
Family: Crisis Intervention 2 1 09602
Mental Illness: Crisis Intervention 1 1 59604
Child Abuse: Crisis Intervention 0 0 19612
Runaway: Crisis Intervention [Juvenile Problems]0 0 19637
School: Crisis Intervention [Juvenile Problems]1 0 09638
7 3 10Total: Crisis Intervention
Other Incidents
Remove Subject/Unwanted Subject (No Arrest)0 0 19138
Civil Matter 1 0 09150
Hours of Operation - Licensee Violation 0 1 09256
Park District Violation 0 1 79313
Seized Property: Non-Traffic/Non-Arrest 0 1 09334
Surrender Property 0 1 09354
Harassment 1 1 19367
Station Information 6 2 49507
Welfare Check 5 1 59798
Fights, Riots, Brawls 5 0 49918
Service of Order of Protection 1 2 49933
19 10 26Total: Other Incidents
1379 856 1001TOTAL
14300 S. Coil Plus Drive, Plainfield, Illinois 60544-7704
Main Office # (815) 436-6544 Executive Office Fax # (815) 436-9681
Page 24 of 24December 2021 Operations Report 836