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07-10-2023 Special Metting and COW Agenda and Packet
Special Meeting and Committee of the Whole Workshop Monday, July 10, 2023 7:00 PM 24401 W. Lockport Street Plainfield, IL 60544 IN THE BOARDROOM Agenda A.CALL TO ORDER, ROLL CALL, PLEDGE B.PUBLIC COMMENTS (3-5 Minutes) C.BUSINESS MEETING 1.APPROVAL OF THE AGENDA 2.CONSENT AGENDA 2a.Bills Paid and Bills Payable Reports for July 10, 2023. Bills Paid and Bills Payable Reports for July 10. 2023 2b.Authorize the Village President to execute an Intergovernmental Agreement with Will County regarding the placement of license plate reading cameras located on County Highways. Will County License Plate Reader Staff Report and IGA 2c.Approval of the Bond Reductions for Pulte Bronk Farm, Phase 1 Site Improvement Bond #ES00009992 to $912,097.55, and Phases 1, 2 & 3 Mass Grading Bond #800140615 to $269,105.99. Pulte Bronk Farm Bond Reduction Packet 3.TACO BELL PLANNED DEVELOPMENT & SITE PLAN – 12441 S. IL ROUTE 59 3a.Seeking Board consideration of a motion to adopt Ordinance No. ______, approving a planned development for a Taco Bell development located at 12441 S. IL Route 59, Lot 6 of the Plainfield Business Park, subject to the stipulations noted in the staff report. Taco Bell Staff Report and Packet 3b.Seeking Board consideration of a motion to approve the site plan review for a Taco Bell development located at 12441 S. IL Route 59, Lot 6 of the Plainfield Business Park, subject to the stipulations noted in the staff report. 1 Special Meeting and Committee of the Whole Workshop Page - 2 4.248TH AVE APARTMENTS (CASE NUMBER 2015-052623.SPR.PP.FP) 4a.Seeking Board consideration of a motion to approve the proposed site plan review for the property located at the northeast corner of west 127th Street and south 248th Avenue, subject to the stipulations found in the staff report. 248th Ave Apartments Staff Report Packet 4b.Seeking Board consideration of a motion to approve the Preliminary Plat and Final Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the stipulations found in the staff report. 5.OLD TOWN PHASE II UTILITY IMPROVEMENTS 5a.Seeking Board consideration of a motion to authorize the Village President to award the Old Town Phase II Utility Improvements contract to P.T. Ferro Construction Co., the lowest responsible bidder, in an amount not to exceed $5,477,323.07 plus a 3% contingency. Old Town Phase II Utility Improvements Staff Report 6.THORNBERRY CIRCLE STORM SEWER REPAIRS 6a.Seeking Board consideration of a motion to authorize the Village President to award the Thornberry Circle Storm Sewer Repair to IAP Construction Inc., the low-quote, qualified contractor, in an amount not to exceed $11,207.00. Thornberry Circle Storm Sewer Repair Staff Report 7.KELLER FARM (CASE NUMBER 2010-050423.AA/REZ/SU/PP/SPR) 7a.Seeking Board consideration of a motion to open the Public Hearing regarding the proposed annexation agreement for the development known as Keller Farm, located at the northwest corner of Lockport Street and Wallin Drive, and continue the Public Hearing to the August 7, 2023 meeting of the Village President and Board of Trustees. Keller Farm Continuance Staff Report 8.PLAINFIELD BUSINESS CENTER (CASE NUMBER 2016-060723.AAA/FP) 8a.Seeking Board consideration of a motion to open the Public Hearing regarding the proposed first amendment to the annexation agreement for the project known as the Plainfield Business Center. Plainfield Business Center Staff Report Packet 8b.Seeking Board consideration of a motion to close the Public Hearing and return to the regular business meeting. 8c.Seeking Board consideration of a motion to approve Ordinance No. ____, granting approval of the first amendment to the annexation agreement for the project known as the Plainfield Business Center. 2 Special Meeting and Committee of the Whole Workshop Page - 3 8d.Seeking Board consideration of a motion to approve the Final Plat of Subdivision of the Plainfield Business Center, subject to the stipulations noted in the staff report. 9.143RD STREET WEST EASEMENT ACQUISITION AGREEMENTS (PARCEL 0004) 9a.Seeking Board consideration of a motion to authorize the Village Administrator to execute easement acquisition agreements with the Chicago Trust Company, successor to Wayne Hummer Trust Company as Trustee under Trust Agreement dated May 16, 2007, known as Trust No. HBT – 2398, for public utility and road right-of-way easements for the 143rd Street west project for Parcel 0004 (PIN 06-01-400-003). 143rd Street West Parcel 004 Staff Report Packet D.ADJOURN COMMITTEE OF THE WHOLE WORKSHOP A.CALL TO ORDER, ROLL CALL B.APPROVAL OF THE MINUTES B1.Approval of the Minutes of the Committee of the Whole Workshop held on June 26, 2023. 06-26-2023 COW Minutes C.PRESIDENTIAL COMMENTS D.TRUSTEES COMMENTS E.PUBLIC COMMENTS (3-5 Minutes) F.WORKSHOP F1.CROSSROADS 143rd & WALLIN CONCEPT REVIEW Seeking Board feedback on a concept plan for the Crossroads development located at the southeast corner of 143rd Street and Wallin Drive. Crossroads Board Packet G.EXECUTIVE SESSION - Seeking Board consideration of a motion to adjourn to Executive Session as permitted under the Open Meetings Act under Section 2(c)(11) to discuss pending litigation, not to reconvene. REMINDERS - •July 12 Evening with the Mayor – 7:00 p.m.- Grande Park Community Park •July 17 Village Board Meeting – 7:00 p.m. •July 18 Plan Commission – 7:00 p.m. •July 24 Next Committee of the Whole Workshop – 7:00 p.m. 3 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice Amount 10131 - BAXTER & WOODMAN 0246137 Edit 05/08/2023 04/30/2023 12,776.93 10131 - BAXTER & WOODMAN 0241083 Edit 12/05/2022 04/30/2023 5,822.20 10131 - BAXTER & WOODMAN 0246155 Edit 05/08/2023 04/30/2023 55.00 10131 - BAXTER & WOODMAN 0234378 Edit 05/09/2023 04/30/2023 1,995.00 10131 - BAXTER & WOODMAN 0246150 Edit 05/08/2023 04/30/2023 330.00 10131 - BAXTER & WOODMAN 0246138 Edit 05/08/2023 04/30/2023 2,500.00 10131 - BAXTER & WOODMAN 0244779 Edit 03/21/2023 04/30/2023 2,847.43 Invoice Transactions 7 $26,326.56 10578 - INTERNAL REVENUE SERVICE 2024-00000144 Paid by Check # 132540 06/23/2023 06/23/2023 06/23/2023 53,147.94 10578 - INTERNAL REVENUE SERVICE 2024-00000186 Paid by Check # 132570 07/07/2023 07/07/2023 07/07/2023 56,219.49 Invoice Transactions 2 $109,367.43 10578 - INTERNAL REVENUE SERVICE 2024-00000144 Paid by Check # 132540 06/23/2023 06/23/2023 06/23/2023 31,758.82 10578 - INTERNAL REVENUE SERVICE 2024-00000186 Paid by Check # 132570 07/07/2023 07/07/2023 07/07/2023 32,402.78 Invoice Transactions 2 $64,161.60 10578 - INTERNAL REVENUE SERVICE 2024-00000144 Paid by Check # 132540 06/23/2023 06/23/2023 06/23/2023 7,427.40 10578 - INTERNAL REVENUE SERVICE 2024-00000186 Paid by Check # 132570 07/07/2023 07/07/2023 07/07/2023 7,578.08 Invoice Transactions 2 $15,005.48 10527 - ILL MUNICIPAL RETIREMENT REGULAR 2024-00000142 Paid by Check # 132538 06/23/2023 06/23/2023 06/23/2023 62,046.76 Invoice Transactions 1 $62,046.76 10949 - PLAINFIELD POLICE PEN ACCT#4236- 2308 2024-00000149 Paid by Check # 132545 06/23/2023 06/23/2023 06/23/2023 24,346.38 10949 - PLAINFIELD POLICE PEN ACCT#4236- 2308 2024-00000190 Paid by Check # 132574 07/07/2023 07/07/2023 07/07/2023 24,346.38 Greenbriar DR Horton Greenbriar DR Horton Account 0121.110 - Unbilled Receivable-Developer Totals Account 0210.220 - Federal W/H Payable Creekside Crossing-Lennar Kremer-Animal Care Center Keller-Lennar Due Diligence DHL Plainfield Logistics Impact Care Accounts Payable by G/L Distribution Report Invoice Due Date Range 06/20/23 - 07/10/23 Invoice Description Fund 01 - General Fund Account 0121.110 - Unbilled Receivable-Developer POL PEN - Police Pension Annual* IMRF - Illinois Municipal Retirement *Account 0210.237 - IMRF Payable Totals Account 0210.238 - Police Pension W/H Payable POL PEN - Police Pension Annual* FICA - FICA* FICA - FICA* Account 0210.223 - Medicare W/H Payable Totals Account 0210.237 - IMRF Payable FICA - FICA* FICA - FICA* Account 0210.222 - FICA Payable Totals Account 0210.223 - Medicare W/H Payable FICA - FICA* FICA - FICA* Account 0210.220 - Federal W/H Payable Totals Account 0210.222 - FICA Payable Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 1 of 36 4 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 2 $48,692.76 10315 - DIVERSIFIED INVESTMENT ADVISORS 2024-00000140 Paid by Check # 132536 06/23/2023 06/23/2023 06/23/2023 22,056.80 10774 - METLIFE 2024-00000145 Paid by Check # 132541 06/23/2023 06/23/2023 06/23/2023 67.49 13243 - MISSION SQUARE 2024-00000147 Paid by Check # 132543 06/23/2023 06/23/2023 06/23/2023 12,399.46 13243 - MISSION SQUARE 2024-00000188 Paid by Check # 132572 07/07/2023 07/07/2023 07/07/2023 13,009.62 10774 - METLIFE 2024-00000187 Paid by Check # 132571 07/07/2023 07/07/2023 07/07/2023 67.49 10315 - DIVERSIFIED INVESTMENT ADVISORS 2024-00000183 Paid by Check # 132567 07/07/2023 07/07/2023 07/07/2023 21,988.10 Invoice Transactions 6 $69,588.96 10778 - METROPOLITAN ALLIANCE OF POLICE 2024-00000146 Paid by Check # 132542 06/23/2023 06/23/2023 06/23/2023 2,205.00 Invoice Transactions 1 $2,205.00 11244 - UNITED WAY OF WILL COUNTY 2024-00000151 Paid by Check # 132547 06/23/2023 06/23/2023 06/23/2023 26.66 11244 - UNITED WAY OF WILL COUNTY 2024-00000192 Paid by Check # 132576 07/07/2023 07/07/2023 07/07/2023 26.66 Invoice Transactions 2 $53.32 10030 - AFLAC 2024-00000139 Paid by Check # 132535 06/23/2023 06/23/2023 06/23/2023 751.30 10030 - AFLAC 2024-00000182 Paid by Check # 132566 07/07/2023 07/07/2023 07/07/2023 809.73 Invoice Transactions 2 $1,561.03 10030 - AFLAC 2024-00000139 Paid by Check # 132535 06/23/2023 06/23/2023 06/23/2023 366.56 10030 - AFLAC 2024-00000182 Paid by Check # 132566 07/07/2023 07/07/2023 07/07/2023 385.09 Invoice Transactions 2 $751.65 11124 - STATE DISBURSEMENT UNIT 2024-00000150 Paid by Check # 132546 06/23/2023 06/23/2023 06/23/2023 1,667.26 Account 0210.238 - Police Pension W/H Payable Totals Account 0210.241 - Deferred Comp. Plan 457-IPPFA-PCT - Deferred Comp IPPFA* Account 0210.244 - AFLAC Pre-Tax 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 Account 0210.243 - United Way Donations Totals 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 Metlife 457-ICMA-FLAT - Deferred Comp ICMA* 457-ICMA-FLAT - Deferred Comp ICMA* 457-METLIFE-PCT - Deferred Comp Metlife 457-IPPFA-PCT - Deferred Comp IPPFA* Account 0210.246 - Child Support/Maintenance Assignment CHILD SUPPORT - Child Support Wage Assignment* Account 0210.245 - AFLAC Post-Tax AFLAC - PRETAX - AFLAC Pretax* AFLAC - PRETAX - AFLAC Pretax* Account 0210.245 - AFLAC Post-Tax Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 2 of 36 5 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 12714 - WILL COUNTY CIRCUIT CLERK'S OFFICE 2024-00000153 Paid by Check # 132549 06/23/2023 06/23/2023 06/23/2023 471.77 12714 - WILL COUNTY CIRCUIT CLERK'S OFFICE 2024-00000194 Paid by Check # 132578 07/07/2023 07/07/2023 07/07/2023 471.77 11124 - STATE DISBURSEMENT UNIT 2024-00000191 Paid by Check # 132575 07/07/2023 07/07/2023 07/07/2023 1,667.26 Invoice Transactions 4 $4,278.06 11154 - SWAHM-INSURANCE 2024-00000178 Paid by EFT # 2095 07/01/2023 07/03/2023 07/03/2023 177,925.83 Invoice Transactions 1 $177,925.83 10427 - GLENN B STEARNS, CHAPTER 13 TRUSTEE 2024-00000141 Paid by Check # 132537 06/23/2023 06/23/2023 06/23/2023 355.38 10427 - GLENN B STEARNS, CHAPTER 13 TRUSTEE 2024-00000184 Paid by Check # 132568 07/07/2023 07/07/2023 07/07/2023 355.38 Invoice Transactions 2 $710.76 11266 - VILLAGE OF PLAINFIELD 2024-00000152 Paid by Check # 132548 06/23/2023 06/23/2023 06/23/2023 2,643.06 11266 - VILLAGE OF PLAINFIELD 2024-00000193 Paid by Check # 132577 07/07/2023 07/07/2023 07/07/2023 2,554.72 Invoice Transactions 2 $5,197.78 11154 - SWAHM-INSURANCE 2024-00000178 Paid by EFT # 2095 07/01/2023 07/03/2023 07/03/2023 49,442.46 Invoice Transactions 1 $49,442.46 10854 - NCPERS GROUP LIFE INS.2024-00000148 Paid by Check # 132544 06/23/2023 06/23/2023 06/23/2023 64.00 10854 - NCPERS GROUP LIFE INS.2024-00000189 Paid by Check # 132573 07/07/2023 07/07/2023 07/07/2023 64.00 Invoice Transactions 2 $128.00 CENTURY TRACE HOA 2023-00001643 Edit 03/13/2023 04/30/2023 100.00 LIBERTY GROVE HOA 2023-00001642 Edit 03/13/2023 04/30/2023 200.00 12718 - MY GENERATION 2024-00000213 Edit 06/23/2023 07/10/2023 300.00 PARK VILLAS AT RIVER WALK 2023-00001641 Edit 03/13/2023 04/30/2023 100.00 Account 0210.248 - Wage Assignment WAGE ASSIGN - Wage Assignments WAGE ASSIGN - Wage Assignments Account 0210.248 - Wage Assignment Totals Account 0210.246 - Child Support/Maintenance Assignment Totals Account 0210.247 - Employee Insurance Benefit July 2023 Insurance Account 0210.247 - Employee Insurance Benefit Totals SPOUSAL SUP - Spousal/Maintenance Support SPOUSAL SUP - Spousal/Maintenance Support CHILD SUPPORT - Child Support Wage Assignment* Security Deposit Refund Security Deposit Refund Settlers' Park Security Deposit Refund Security Deposit Refund SUP LIFE INS - NCPERS SUP LIFE INS - NCPERS Account 0210.301 - Employee Life Insurance Totals Account 0220.208 - Security Deposit Payable Account 0210.299 - Payroll Insurance Adjustment July 2023 Insurance Account 0210.299 - Payroll Insurance Adjustment Totals Account 0210.301 - Employee Life Insurance Account 0210.249 - Flex 125-FSA FSA MED PT - Discovery Benefits Medical* FSA MED PT - Discovery Benefits Medical* Account 0210.249 - Flex 125-FSA Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 3 of 36 6 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 4 $700.00 10175 - CARCARE TOWING 2024-00000200 Edit 05/31/2023 07/10/2023 525.00 13173 - TODD'S TOWING & RECOVERY LLC 2024-00000201 Edit 05/31/2023 07/10/2023 1,050.00 Invoice Transactions 2 $1,575.00 13257 - M/I HOMES 2024-00000198 Edit 06/27/2023 07/10/2023 6,343.00 Invoice Transactions 1 $6,343.00 13257 - M/I HOMES 2024-00000198 Edit 06/27/2023 07/10/2023 100.00 Invoice Transactions 1 $100.00 13257 - M/I HOMES 2024-00000198 Edit 06/27/2023 07/10/2023 545.00 Invoice Transactions 1 $545.00 10924 - PETTY CASH - PD 8585 Paid by Check # 132555 06/06/2023 06/23/2023 06/23/2023 46.60 Invoice Transactions 1 $46.60 13257 - M/I HOMES 2024-00000198 Edit 06/27/2023 07/10/2023 3,069.84 RICHARD SEIFERT 2023-00001640 Edit 06/21/2023 07/10/2023 75.00 Invoice Transactions 2 $3,144.84 RAV TRANSPORTATION INC.2024-00000195 Edit 07/05/2023 07/10/2023 5.00 STEPHANIE SOWELL 2024-00000228 Edit 06/20/2023 07/10/2023 5.00 Invoice Transactions 2 $10.00 10954 - PLAINFIELD PARK DISTRICT 23-0613 Edit 06/13/2023 07/10/2023 10,000.00 Invoice Transactions 1 $10,000.00 12634 - GRUNDY BANK 2023-00001638 Edit 04/30/2023 04/30/2023 4,127.23 12634 - GRUNDY BANK 2023-00001639 Edit 04/30/2023 04/30/2023 8,153.35 Account 0220.208 - Security Deposit Payable Totals Account 0570.555 - Building Permit Permit Issued Twice - 26504 Red Apple Deck Permit Refund Account 0570.555 - Building Permit Totals Account 0224.000 - Library Dist. Impact Fee Totals Account 0227.015 - Special Olympics Special Olympics Torch Run Account 0227.015 - Special Olympics Totals Permit Issued Twice - 26504 Red Apple Account 0222.100 - Fire Dist. Impact Fee-Oswego Totals Account 0224.000 - Library Dist. Impact Fee Permit Issued Twice - 26504 Red Apple Account 0221.101 - School Dist. Site Contri-Oswego Permit Issued Twice - 26504 Red Apple Account 0221.101 - School Dist. Site Contri-Oswego Totals Account 0222.100 - Fire Dist. Impact Fee-Oswego Account 0220.250 - Police Tow Fee 3 Tows 05/01/23 - 05/31/23 6 Tows 05/01/23 - 05/31/23 Account 0220.250 - Police Tow Fee Totals Account 8078 - Economic Incentive Rebate Gas Tax Rebate - 04/2023 Sales Tax Rebate 1st Qtr. 2023 Unit 04 - Administration/Finance Division 01 - Legislative Program Account 8070 - Public Relations Fireworks Account 8070 - Public Relations Totals Account 0600.602 - Administrative Fines(P-Tickets) Parking Ticket Overpayment Parking Ticket Overpayment Account 0600.602 - Administrative Fines(P-Tickets) Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 4 of 36 7 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 2 $12,280.58 Invoice Transactions 3 $22,280.58 13078 - WEX HEALTH 0001632824-INA Edit 11/30/2022 04/30/2023 2.17 Invoice Transactions 1 $2.17 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000160 Paid by EFT # 2085 05/29/2023 06/23/2023 06/23/2023 1,105.61 Invoice Transactions 1 $1,105.61 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 1,124.72 Invoice Transactions 1 $1,124.72 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 151.19 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 137.64 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 137.64 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 137.64 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 380.13 Invoice Transactions 5 $944.24 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 54.08 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 42.13 Invoice Transactions 2 $96.21 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000160 Paid by EFT # 2085 05/29/2023 06/23/2023 06/23/2023 77.62 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 66.04 11938 - PITNEY BOWES, INC. 2024-00000180 Paid by EFT # 2096 06/27/2023 06/27/2023 06/27/2023 80.00 11278 - WAREHOUSE DIRECT 5511821-0 Edit 06/09/2023 07/10/2023 84.07 11278 - WAREHOUSE DIRECT 5511821-1 Edit 06/12/2023 07/10/2023 8.05 11278 - WAREHOUSE DIRECT 5523644-0 Edit 06/28/2023 07/10/2023 61.99 12957 - GARVEY'S OFFICE PRODUCTS PINV2419674 Edit 05/03/2023 07/10/2023 369.32 12957 - GARVEY'S OFFICE PRODUCTS PINV2432648 Edit 06/06/2023 07/10/2023 7.40 12847 - PITNEY BOWES INC.1023391652 Edit 06/27/2023 07/10/2023 182.58 Invoice Transactions 9 $937.07 Division 01 - Legislative Program Totals Division 02 - Administration Program Account 2020 - Employee Insurance Employee Insurance Account 8078 - Economic Incentive Rebate Totals Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 485081837-00001 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 00114799 Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet Account 2020 - Employee Insurance Totals Account 3000 - Travel/Training Pleckham Account 3000 - Travel/Training Totals Office Supplies VH Ink Account 5005 - Office Supplies/Postage Totals VH Postage Office Supplies Office Supplies Building Maint. Supplies & Office Supplies Office Supplies Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Pleckham Threewitt Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 5 of 36 8 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10955 - TRACI PLECKHAM 2024-00000227 Edit 06/29/2023 07/10/2023 41.40 Invoice Transactions 1 $41.40 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 88.51 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.80 Invoice Transactions 2 $148.31 10652 - KENDALL COUNTY RECORDER OF DEEDS 2024-00000177 Paid by Check # 132559 06/27/2023 06/28/2023 06/28/2023 67.00 Invoice Transactions 1 $67.00 11838 - COMCAST - ACCOUNT #901868063 175028070 Edit 06/15/2023 07/10/2023 1,607.31 Invoice Transactions 1 $1,607.31 Invoice Transactions 24 $6,074.04 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 9.38 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 8.54 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 8.54 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 8.54 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 23.59 Invoice Transactions 5 $58.59 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000162 Paid by EFT # 2087 05/29/2023 06/23/2023 06/23/2023 185.00 Invoice Transactions 1 $185.00 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000162 Paid by EFT # 2087 05/29/2023 06/23/2023 06/23/2023 31.50 11627 - ROB LOAR 2024-00000212 Edit 07/01/2023 07/10/2023 1,200.00 Invoice Transactions 2 $1,231.50 12884 - ROLFF SIGN COMPANY, LLC 2472 Edit 06/15/2023 07/10/2023 3,600.00 Invoice Transactions 1 $3,600.00 Invoice Transactions 9 $5,075.09 PMA Finance Seminar Account 5020 - Gas/Oil/Mileage/Carwash Totals Account 8035 - Maintenance Contracts/Lease 06/25/2023 - 07/24/2023 Account 5020 - Gas/Oil/Mileage/Carwash Account 5015 - Dues & Subscriptions De Boni Account 5015 - Dues & Subscriptions Totals Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 00114799 Account 4000 - Telephone/Internet Totals Division 02 - Administration Program Totals Division 03 - Community Relations Program Account 4000 - Telephone/Internet Acct. 1211165 Account 8045 - Recording Fees Totals Account 8135 - Contractual Services Acct. 901868063 Account 8135 - Contractual Services Totals 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Account 8045 - Recording Fees Recording Fees Division 04 - Facility Management Program Account 5000 - Building Supplies Account 8135 - Contractual Services WM Big Belly Wraps Account 8135 - Contractual Services Totals Division 03 - Community Relations Program Totals Account 8072 - Settler's Park De Boni Concert in the Park 07/20/2023 Account 8072 - Settler's Park Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 6 of 36 9 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10437 - GRAINGER 9717695465 Edit 05/24/2023 07/10/2023 1,033.19 10767 - MENARDS INC. # 3182 25120 Edit 05/02/2023 07/10/2023 13.99 11278 - WAREHOUSE DIRECT 5523644-0 Edit 06/28/2023 07/10/2023 164.01 13269 - WHITMORE ACE HARDWARE #18556 637064 Edit 06/05/2023 07/10/2023 8.99 Invoice Transactions 4 $1,220.18 12749 - ALLEGIANT FIRE PROTECTION, LLC SO049201 Edit 03/08/2023 04/30/2023 270.00 12749 - ALLEGIANT FIRE PROTECTION, LLC SO049125 Edit 03/07/2023 04/30/2023 300.00 12749 - ALLEGIANT FIRE PROTECTION, LLC SO046037 Edit 12/15/2022 04/30/2023 3,668.00 10623 - CINTAS FIRE 636525 OF94688337 Edit 06/15/2023 07/10/2023 263.79 13111 - GREEN CLEAN 151113 Edit 06/29/2023 07/10/2023 540.00 12324 - TERMINIX PROCESSING CENTER 434471702 Edit 06/08/2023 07/10/2023 168.28 Invoice Transactions 6 $5,210.07 Invoice Transactions 10 $6,430.25 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 12.51 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 11.39 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 11.39 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 11.39 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 31.45 Invoice Transactions 5 $78.13 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 42.13 Invoice Transactions 1 $42.13 Invoice Transactions 6 $120.26 10527 - ILL MUNICIPAL RETIREMENT REGULAR 2024-00000142 Paid by Check # 132538 06/23/2023 06/23/2023 06/23/2023 (121.58) Invoice Transactions 1 ($121.58) 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000168 Paid by EFT # 2091 05/29/2023 06/23/2023 06/23/2023 803.16 Invoice Transactions 1 $803.16 Building Maintenance Supplies Account 5000 - Building Supplies Totals Account 8135 - Contractual Services VH 03-03-2023 Building Maintenance Supplies Building Maintenance Supplies Building Maint. Supplies & Office Supplies Account 4005 - Cellular Phones Totals Division 06 - Human Resources Program Totals Division 08 - IT Program Acct. 00114799 Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00001 Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Account 8135 - Contractual Services Totals Division 04 - Facility Management Program Totals Division 06 - Human Resources Program VH Wet Sprinkler Annual VH CO Device & Blue Horn Strobe Install VH VH Window Cleaning VH Pest Control Kastrantas Account 3000 - Travel/Training Totals Account 2010 - IMRF IMRF - Illinois Municipal Retirement * Account 2010 - IMRF Totals Account 3000 - Travel/Training Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 7 of 36 10 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 6.26 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 5.69 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 5.69 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 5.69 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 15.73 Invoice Transactions 5 $39.06 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 142.06 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 188.75 Invoice Transactions 2 $330.81 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000168 Paid by EFT # 2091 05/29/2023 06/23/2023 06/23/2023 209.98 Invoice Transactions 1 $209.98 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000168 Paid by EFT # 2091 05/29/2023 06/23/2023 06/23/2023 3,091.70 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 909.97 Invoice Transactions 2 $4,001.67 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000168 Paid by EFT # 2091 05/29/2023 06/23/2023 06/23/2023 43.33 12712 - HEARTLAND BUSINESS SYSTEMS, LLC 575330-H Edit 01/24/2023 04/30/2023 781.64 12712 - HEARTLAND BUSINESS SYSTEMS, LLC 611663-H Edit 06/15/2023 07/10/2023 .98 12336 - LEADS ONLINE 404849 Edit 05/15/2023 07/10/2023 6,265.00 12992 - NEXTREQUEST 29815 Edit 07/03/2023 07/10/2023 17,743.35 13294 - VC3 INC.108785 Edit 04/21/2023 07/10/2023 1,000.00 Invoice Transactions 6 $25,834.30 12712 - HEARTLAND BUSINESS SYSTEMS, LLC 609679-H Edit 06/07/2023 07/10/2023 770.09 12819 - METRO FIBERNET LLC 2024-00000222 Edit 06/28/2023 07/10/2023 92.25 Invoice Transactions 2 $862.34 Invoice Transactions 20 $31,959.74 Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 00114799 Account 4000 - Telephone/Internet Totals Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1372977 Account 8135 - Contractual Services Totals Division 08 - IT Program Totals One-Time Implementation Fee Account 8031 - Software Licensing/Renewals Totals Account 8135 - Contractual Services Hardware Support Kastrantas Software Licensing Software Licensing LeadsOnline PowerPlus Annual Renewal NextRequest FOIA Annual Renewal Kastrantas Acct. 485081837-00001 Account 8030 - Server/Network Supplies Totals Account 8031 - Software Licensing/Renewals Account 5005 - Office Supplies/Postage Kastrantas Account 5005 - Office Supplies/Postage Totals Account 8030 - Server/Network Supplies Division 09 - Legal Program Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 8 of 36 11 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 12.51 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 11.39 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 11.39 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 11.39 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 31.45 Invoice Transactions 5 $78.13 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 54.07 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 42.13 Invoice Transactions 2 $96.20 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 79.99 13261 - ZORO TOOLS INC INV12638641 Edit 06/15/2023 07/10/2023 71.66 Invoice Transactions 2 $151.65 11297 - THOMSON REUTERS-WEST PUBLISHING CO 848390995 Edit 06/01/2023 07/10/2023 582.92 11297 - THOMSON REUTERS-WEST PUBLISHING CO 848485311 Edit 06/04/2023 07/10/2023 835.00 11343 - WILL COUNTY BAR ASSOCIATION 2024-00000202 Edit 06/20/2023 07/10/2023 100.00 Invoice Transactions 3 $1,517.92 12679 - PLAINFIELD GAS N WASH PLAINFIELD LLC 2024-00000204 Edit 06/09/2023 07/10/2023 30.00 Invoice Transactions 1 $30.00 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 1 $59.85 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000173 Paid by EFT # 2094 05/29/2023 06/23/2023 06/23/2023 47.40 13126 - CAMIC JOHNSON, LTD.219 Edit 05/30/2023 07/10/2023 300.00 Invoice Transactions 2 $347.40 Invoice Transactions 16 $2,281.15 Invoice Transactions 88 $74,221.11 Miller Office Supplies Account 5005 - Office Supplies/Postage Totals Account 5015 - Dues & Subscriptions Acct. 485081837-00002 Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Acct. 1211165 Acct. 00114799 Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1211165 Acct. 1211165 Unit 04 - Administration/Finance Totals Unit 05 - Police Department Division 02 - Administration Program Account 3000 - Travel/Training May 2023 Account 8065 - Legal Fees Totals Division 09 - Legal Program Totals 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Account 8065 - Legal Fees McQuaid Account 5020 - Gas/Oil/Mileage/Carwash June 2023 Account 5020 - Gas/Oil/Mileage/Carwash Totals Account 8035 - Maintenance Contracts/Lease Dues Dues Abbott Account 5015 - Dues & Subscriptions Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 9 of 36 12 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 15.04 10924 - PETTY CASH - PD 8587 Paid by Check # 132555 06/13/2023 06/23/2023 06/23/2023 15.00 10649 - KENDALL COUNTY CHIEFS OF POLICE ASSN. 1021 Edit 06/27/2023 07/10/2023 51.00 Invoice Transactions 3 $81.04 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 5,440.46 Invoice Transactions 1 $5,440.46 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 11.76 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 10.87 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 10.87 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 10.87 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 34.60 Invoice Transactions 5 $78.97 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 34.03 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 42.13 Invoice Transactions 2 $76.16 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 350.34 10924 - PETTY CASH - PD 8580 Paid by Check # 132555 05/09/2023 06/23/2023 06/23/2023 19.53 11938 - PITNEY BOWES, INC. 2024-00000180 Paid by EFT # 2096 06/27/2023 06/27/2023 06/27/2023 80.00 11278 - WAREHOUSE DIRECT 5515219-0 Edit 06/15/2023 07/10/2023 71.03 13261 - ZORO TOOLS INC INV12638641 Edit 06/15/2023 07/10/2023 71.64 10379 - FEDERAL EXPRESS 8-169-64327 Edit 06/21/2023 07/10/2023 24.26 12957 - GARVEY'S OFFICE PRODUCTS PINV2431731 Edit 06/02/2023 07/10/2023 139.79 Invoice Transactions 7 $756.59 10226 - CLEAN IMAGE CAR WASH 5960 Edit 06/20/2023 07/10/2023 18.00 13306 - JENNY JANIS 2024-00000203 Edit 06/07/2023 07/10/2023 47.16 12679 - PLAINFIELD GAS N WASH PLAINFIELD LLC 2024-00000204 Edit 06/09/2023 07/10/2023 15.00 Invoice Transactions 3 $80.16 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 61.54 Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 485081837-00001 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 00114799 Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet Miller ILEAP Meeting - Janis Training Account 3000 - Travel/Training Totals June 2023 Account 5020 - Gas/Oil/Mileage/Carwash Totals Account 8035 - Maintenance Contracts/Lease 06/25/2023 - 07/24/2023 Account 5005 - Office Supplies/Postage Totals Account 5020 - Gas/Oil/Mileage/Carwash Gas/Oil/Mileage/Carwash Mileage for Errands VH Postage PD Office Supplies Postage Office Supplies Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Miller Office Supplies Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 10 of 36 13 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 2 $121.39 10924 - PETTY CASH - PD 8583 Paid by Check # 132555 05/16/2023 06/23/2023 06/23/2023 40.65 10924 - PETTY CASH - PD 8584 Paid by Check # 132555 05/30/2023 06/23/2023 06/23/2023 81.50 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000163 Paid by EFT # 2088 05/29/2023 06/23/2023 06/23/2023 158.11 12115 - COLLEY ELEVATOR COMPANY 243025 Edit 06/01/2023 07/10/2023 233.00 10274 - CUMMINS SALES AND SERVICE F2-26452 Edit 03/20/2023 04/30/2023 897.25 13287 - CUSTOM VIEW SHUTTERS & BLINDS 2024-00000196 Edit 05/29/2023 07/10/2023 668.00 10767 - MENARDS INC. # 3182 25160 Edit 05/03/2023 07/10/2023 21.47 10767 - MENARDS INC. # 3182 25631 Edit 05/15/2023 07/10/2023 43.88 10767 - MENARDS INC. # 3182 26684 Edit 06/07/2023 07/10/2023 27.96 12059 - PLAINFIELD LOCK TECHS 35295 Edit 06/13/2023 07/10/2023 5.98 12884 - ROLFF SIGN COMPANY, LLC 2479 Edit 06/19/2023 07/10/2023 400.00 11072 - SHERWIN WILLIAMS CO.0296-4 Edit 05/18/2023 07/10/2023 121.30 11072 - SHERWIN WILLIAMS CO.9739-0 Edit 05/01/2023 07/10/2023 44.18 11072 - SHERWIN WILLIAMS CO.0093-5 Edit 05/12/2023 07/10/2023 88.36 11072 - SHERWIN WILLIAMS CO.0307-9 Edit 05/18/2023 07/10/2023 (32.94) 12324 - TERMINIX PROCESSING CENTER 434469843 Edit 06/12/2023 07/10/2023 178.00 11238 - ULINE 164896371 Edit 06/15/2023 07/10/2023 561.35 11238 - ULINE 165113453 Edit 06/21/2023 07/10/2023 629.35 Invoice Transactions 18 $4,167.40 11020 - ROD BAKER FORD SALES, INC 31131 Edit 06/23/2023 07/10/2023 225.80 Invoice Transactions 1 $225.80 12090 - PHYSICIANS IMMEDIATE CARE 4318184 Edit 04/04/2023 04/30/2023 947.00 Invoice Transactions 1 $947.00 Invoice Transactions 43 $11,974.97 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000167 Paid by EFT # 2090 05/29/2023 06/23/2023 06/23/2023 49.94 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 992.51 10377 - FBI - LEEDA 300078180 Edit 06/23/2023 07/10/2023 50.00 PD PD PD PD PD Pest Control PD PD PD Keys-PD PD Kitchen Supplies Ruggles PD PD Roller Shades 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Account 8040 - Custodial Supplies/Building Maintenance Display Case Refresh Account 3000 - Travel/Training Novak Miller Felgenhauer Account 8135 - Contractual Services Totals Division 02 - Administration Program Totals Division 51 - Police Patrol M1 Account 8060 - Vehicle Maintenance Totals Account 8135 - Contractual Services PW & PD PD PD Account 8040 - Custodial Supplies/Building Maintenance Totals Account 8060 - Vehicle Maintenance Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 11 of 36 14 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10873 - NORTH EAST MULTI-REGIONAL TRAINING, INC. 328356 Edit 06/08/2023 07/10/2023 375.00 12656 - AXON ENTERPRISE, INC.INUS161356 Edit 05/31/2023 07/10/2023 3,150.00 Invoice Transactions 5 $4,617.45 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 129.96 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 120.11 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 120.11 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 120.11 11262 - VERIZON WIRELESS 9937802120 Edit 06/21/2023 07/10/2023 2,039.54 11838 - COMCAST - ACCOUNT #901868063 175028070 Edit 06/15/2023 07/10/2023 1,607.32 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 382.49 Invoice Transactions 7 $4,519.64 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 136.11 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 533.73 Invoice Transactions 2 $669.84 12957 - GARVEY'S OFFICE PRODUCTS PINV2431738 Edit 06/02/2023 07/10/2023 15.66 11278 - WAREHOUSE DIRECT 5502584-0 Edit 06/16/2023 07/10/2023 414.06 13261 - ZORO TOOLS INC INV12638641 Edit 06/15/2023 07/10/2023 71.66 Invoice Transactions 3 $501.38 10767 - MENARDS INC. # 3182 26691 Edit 06/07/2023 07/10/2023 117.60 10767 - MENARDS INC. # 3182 26918 Edit 06/12/2023 07/10/2023 10.95 Invoice Transactions 2 $128.55 10226 - CLEAN IMAGE CAR WASH 5960 Edit 06/20/2023 07/10/2023 6.00 12679 - PLAINFIELD GAS N WASH PLAINFIELD LLC 2024-00000204 Edit 06/09/2023 07/10/2023 525.00 Invoice Transactions 2 $531.00 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000167 Paid by EFT # 2090 05/29/2023 06/23/2023 06/23/2023 (300.00) 11529 - BRAD MALCOLM 2024-00000155 Paid by Check # 132551 06/19/2023 06/23/2023 06/23/2023 150.00 13317 - CHRIS JEKA 2024-00000154 Paid by Check # 132552 06/13/2023 06/23/2023 06/23/2023 138.07 10741 - MARIO MARZETTA 2024-00000176 Paid by Check # 132560 06/22/2023 06/28/2023 06/28/2023 150.00 10997 - RAY O'HERRON CO., INC.2276369 Edit 06/09/2023 07/10/2023 107.99 Training Account 3000 - Travel/Training Totals Account 4000 - Telephone/Internet Acct. 1211165 Hund PD Office Supplies Account 5005 - Office Supplies/Postage Totals Account 5010 - Replacement Supplies Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Office Supplies Acct. 00114799 Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 485081837-00003 Acct. 901868063 Novak Boot Reimbursement Shoe Reimbursement Boot Reimbursement Pedersen Gas/Oil/Mileage/Carwash June 2023 Account 5020 - Gas/Oil/Mileage/Carwash Totals Account 5095 - Uniforms/Clothing PD Replacement Supplies Account 5010 - Replacement Supplies Totals Account 5020 - Gas/Oil/Mileage/Carwash Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 12 of 36 15 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10997 - RAY O'HERRON CO., INC.2274919 Edit 06/02/2023 07/10/2023 151.20 10997 - RAY O'HERRON CO., INC.2294905 Edit 06/02/2023 07/10/2023 51.28 10997 - RAY O'HERRON CO., INC.2274905 Edit 06/02/2023 07/10/2023 108.00 10997 - RAY O'HERRON CO., INC.2277430 Edit 06/15/2023 07/10/2023 224.98 10997 - RAY O'HERRON CO., INC.2277431 Edit 06/15/2023 07/10/2023 143.99 10997 - RAY O'HERRON CO., INC.2275371 Edit 06/06/2023 07/10/2023 45.46 10997 - RAY O'HERRON CO., INC.2275628 Edit 06/07/2023 07/10/2023 20.00 10997 - RAY O'HERRON CO., INC.2278896 Edit 06/22/2023 07/10/2023 78.30 13172 - THE IRONING PARADISE 302728 Edit 05/08/2023 07/10/2023 15.00 10413 - GALLS INC.024551811 Edit 05/19/2023 07/10/2023 88.30 10608 - JCM UNIFORMS 794479 Edit 06/22/2023 07/10/2023 228.86 10608 - JCM UNIFORMS 794470 Edit 06/22/2023 07/10/2023 231.86 10608 - JCM UNIFORMS 794440 Edit 06/22/2023 07/10/2023 186.91 10608 - JCM UNIFORMS 794346 Edit 06/22/2023 07/10/2023 196.86 10608 - JCM UNIFORMS 794592 Edit 06/09/2023 07/10/2023 50.85 10608 - JCM UNIFORMS 794711 Edit 06/09/2023 07/10/2023 16.95 10608 - JCM UNIFORMS 794386 Edit 06/02/2023 07/10/2023 16.95 10608 - JCM UNIFORMS 794389 Edit 06/02/2023 07/10/2023 16.95 10608 - JCM UNIFORMS 794387 Edit 06/02/2023 07/10/2023 16.95 10608 - JCM UNIFORMS 794351 Edit 06/22/2023 07/10/2023 217.91 Invoice Transactions 25 $2,353.62 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000165 Paid by EFT # 2089 05/29/2023 06/23/2023 06/23/2023 119.85 Invoice Transactions 1 $119.85 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 40.56 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 2 $100.41 10487 - ADVANCE AUTO PARTS/AAP FINANCIAL SERVICES 6535315763208 Edit 06/06/2023 07/10/2023 5.80 11204 - CARSTAR TODD'S BODY SHOP 6228A Edit 05/22/2023 07/10/2023 937.50 10623 - CINTAS FIRE 636525 OF94688188 Edit 06/15/2023 07/10/2023 1,297.52 10421 - GENUINE PARTS COMPANY 1236-081259 Edit 06/19/2023 07/10/2023 58.40 10421 - GENUINE PARTS COMPANY 1236-077957 Edit 05/24/2023 07/10/2023 46.73 10421 - GENUINE PARTS COMPANY 1236-081258 Edit 06/19/2023 07/10/2023 (63.51) Martin Rogers Pedersen Sheehan Felgenhauer Account 5095 - Uniforms/Clothing Totals Account 5100 - Ammunition/Weapons Zigterman Account 5100 - Ammunition/Weapons Totals Sester Sester D'Arcy Dabezic Heath Malcolm Sester Friddle Doornbosch Rogers Uniforms Pedersen Martin Uniforms Heath M17 Vehicle Maintenance Account 8060 - Vehicle Maintenance M10 M24 Vehicle Maintenance M33 Account 8035 - Maintenance Contracts/Lease 06/25/2023 - 07/24/2023 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 13 of 36 16 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10421 - GENUINE PARTS COMPANY 1236-081251 Edit 06/19/2023 07/10/2023 63.51 10421 - GENUINE PARTS COMPANY 1236-079623 Edit 06/07/2023 07/10/2023 62.08 10421 - GENUINE PARTS COMPANY 1236-079619 Edit 06/07/2023 07/10/2023 (66.67) 10421 - GENUINE PARTS COMPANY 1236-079508 Edit 06/06/2023 07/10/2023 156.66 11020 - ROD BAKER FORD SALES, INC 30546 Edit 06/08/2023 07/10/2023 12.83 11020 - ROD BAKER FORD SALES, INC 30404 Edit 06/06/2023 07/10/2023 433.29 11020 - ROD BAKER FORD SALES, INC 30878 Edit 06/15/2023 07/10/2023 56.90 11020 - ROD BAKER FORD SALES, INC 30931 Edit 06/15/2023 07/10/2023 13.75 11020 - ROD BAKER FORD SALES, INC 31003 Edit 06/16/2023 07/10/2023 170.47 12229 - RON TIRAPELLI FORD INC 638255 Edit 06/08/2023 07/10/2023 298.25 11075 - SHOREWOOD HOME & AUTO, INC.01-368296 Edit 06/20/2023 07/10/2023 219.99 10139 - WEBB CHEVROLET PLAINFIELD 45034886 Edit 06/02/2023 07/10/2023 13.75 10139 - WEBB CHEVROLET PLAINFIELD 45034918 Edit 06/05/2023 07/10/2023 154.46 10139 - WEBB CHEVROLET PLAINFIELD 46067599 Edit 06/21/2023 07/10/2023 186.95 Invoice Transactions 20 $4,058.66 10413 - GALLS INC.024682836 Edit 06/02/2023 07/10/2023 93.50 10997 - RAY O'HERRON CO., INC.2276368 Edit 06/09/2023 07/10/2023 1,553.40 Invoice Transactions 2 $1,646.90 Invoice Transactions 71 $19,247.30 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 241.37 13102 - NAVIGATE 360 07847 Edit 07/05/2023 07/10/2023 2,247.00 10873 - NORTH EAST MULTI-REGIONAL TRAINING, INC. 328583 Edit 06/12/2023 07/10/2023 210.00 Invoice Transactions 3 $2,698.37 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 11.86 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 10.96 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 10.96 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 10.96 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 34.91 Invoice Transactions 5 $79.65 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 613.88 M10 M17 M10 M22 M20 Vehicle Maintenance Vehicle Maintenance M10 Account 3000 - Travel/Training Totals Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1211165 Division 52 - Police Administration Account 3000 - Travel/Training Miller ALICE Instructor Cert. Columbus & Marshall Bike Patrol Account 8069 - Bike Unit Totals Division 51 - Police Patrol Totals M31 Account 8060 - Vehicle Maintenance Totals Account 8069 - Bike Unit Bike Patrol M33 M17 PD 2011 Vehicle Maintenance M44 Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 1211165 Acct. 1211165 Acct. 00114799 Account 4000 - Telephone/Internet Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 14 of 36 17 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 394.93 Invoice Transactions 2 $1,008.81 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000167 Paid by EFT # 2090 05/29/2023 06/23/2023 06/23/2023 391.96 10379 - FEDERAL EXPRESS 8-161-95687 Edit 06/14/2023 07/10/2023 24.26 12957 - GARVEY'S OFFICE PRODUCTS PINV2437093 Edit 06/15/2023 07/10/2023 75.64 12957 - GARVEY'S OFFICE PRODUCTS PINV2431735 Edit 06/02/2023 07/10/2023 16.49 12957 - GARVEY'S OFFICE PRODUCTS PINV2431742 Edit 06/02/2023 07/10/2023 5.60 13261 - ZORO TOOLS INC INV12638641 Edit 06/15/2023 07/10/2023 71.66 Invoice Transactions 6 $585.61 10649 - KENDALL COUNTY CHIEFS OF POLICE ASSN. 2024-00000156 Paid by Check # 132554 06/21/2023 06/23/2023 06/23/2023 40.00 10959 - POLICE CHIEFS ASSN. OF WILL COUNTY 2024-00000157 Paid by Check # 132556 06/21/2023 06/23/2023 06/23/2023 50.00 Invoice Transactions 2 $90.00 10226 - CLEAN IMAGE CAR WASH 5960 Edit 06/20/2023 07/10/2023 12.00 12679 - PLAINFIELD GAS N WASH PLAINFIELD LLC 2024-00000204 Edit 06/09/2023 07/10/2023 240.00 12264 - WEX BANK 89669100 Edit 05/31/2023 07/10/2023 330.31 Invoice Transactions 3 $582.31 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000168 Paid by EFT # 2091 05/29/2023 06/23/2023 06/23/2023 120.75 Invoice Transactions 1 $120.75 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000165 Paid by EFT # 2089 05/29/2023 06/23/2023 06/23/2023 149.73 10413 - GALLS INC.024553042 Edit 05/19/2023 07/10/2023 84.11 10413 - GALLS INC.024576751 Edit 05/22/2023 07/10/2023 63.55 10413 - GALLS INC.OR23840033 Edit 06/05/2023 07/10/2023 (45.45) 10413 - GALLS INC.024711744 Edit 06/05/2023 07/10/2023 (45.45) 10608 - JCM UNIFORMS 794595 Edit 06/09/2023 07/10/2023 33.90 10608 - JCM UNIFORMS 794388 Edit 06/02/2023 07/10/2023 16.95 10997 - RAY O'HERRON CO., INC.2278919 Edit 06/22/2023 07/10/2023 53.10 10997 - RAY O'HERRON CO., INC.2278911 Edit 06/22/2023 07/10/2023 41.40 10997 - RAY O'HERRON CO., INC.2275928 Edit 06/08/2023 07/10/2023 188.07 Invoice Transactions 10 $539.91 Office Supplies Office Supplies Account 5005 - Office Supplies/Postage Totals Account 5015 - Dues & Subscriptions Account 5005 - Office Supplies/Postage Novak Postage Office Supplies Office Supplies Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Zigterman Marshall Kaminski Kaminski Kaminski Account 5040.002 - Crime Scene/Evidence Tech Supply Kastrantas Account 5040.002 - Crime Scene/Evidence Tech Supply Totals Account 5095 - Uniforms/Clothing Gas/Oil/Mileage/Carwash June 2023 Gas/Oil/Mileage/Carwash Account 5020 - Gas/Oil/Mileage/Carwash Totals Membership - McQuaid Membership - McQuaid Account 5015 - Dues & Subscriptions Totals Account 5020 - Gas/Oil/Mileage/Carwash Account 5095 - Uniforms/Clothing Totals Kaminski Kaminski Mikos Schultz Uniforms Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 15 of 36 18 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10924 - PETTY CASH - PD 8581 Paid by Check # 132555 05/16/2023 06/23/2023 06/23/2023 30.36 Invoice Transactions 1 $30.36 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 41.71 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 2 $101.56 10421 - GENUINE PARTS COMPANY 1236-081559 Edit 06/21/2023 07/10/2023 122.99 10421 - GENUINE PARTS COMPANY 1236-081534 Edit 06/21/2023 07/10/2023 56.18 10421 - GENUINE PARTS COMPANY 1236-080588 Edit 06/14/2023 07/10/2023 62.45 10421 - GENUINE PARTS COMPANY 1236-080603 Edit 06/14/2023 07/10/2023 30.58 11020 - ROD BAKER FORD SALES, INC 30704 Edit 06/12/2023 07/10/2023 193.56 11840 - SAFELITE AUTO GLASS 03806-036357 Edit 06/15/2023 07/10/2023 760.48 13173 - TODD'S TOWING & RECOVERY LLC 22-10552 Edit 06/19/2023 07/10/2023 178.00 10139 - WEBB CHEVROLET PLAINFIELD 45034879 Edit 06/01/2023 07/10/2023 26.26 Invoice Transactions 8 $1,430.50 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000163 Paid by EFT # 2088 05/29/2023 06/23/2023 06/23/2023 87.80 Invoice Transactions 1 $87.80 Invoice Transactions 44 $7,355.63 11452 - ILLINOIS STATE POLICE ASSET FORF. SECT. 2024-00000158 Paid by Check # 1884 06/21/2023 06/23/2023 06/23/2023 1,252.00 11452 - ILLINOIS STATE POLICE ASSET FORF. SECT. 2024-00000159 Paid by Check # 1885 06/21/2023 06/23/2023 06/23/2023 918.00 11136 - STREICHER'S I1635989 Edit 05/24/2023 07/10/2023 155.98 11136 - STREICHER'S I1633847 Edit 05/15/2023 07/10/2023 650.00 11136 - STREICHER'S I1637271 Edit 06/01/2023 07/10/2023 538.00 11136 - STREICHER'S I1633935 Edit 05/15/2023 07/10/2023 1,426.96 Invoice Transactions 6 $4,940.94 Invoice Transactions 6 $4,940.94 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 30.08 10924 - PETTY CASH - PD 8588 Paid by Check # 132555 06/16/2023 06/23/2023 06/23/2023 12.71 Account 8060 - Vehicle Maintenance SRO4 SRO4 INV7 INV7 Account 8035 - Maintenance Contracts/Lease 06/25/2023 - 07/24/2023 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Account 5115.003 - Community Prog.-Alcohol/Tobacco Tobacco Compliance Detail Account 5115.003 - Community Prog.-Alcohol/Tobacco Totals Case 22-12537 Seizure Seizure Seizure Seizure Division 52 - Police Administration Totals Division 54 - Seizure/Forfeiture Account 5012 - Asset Seizure/Forfeiture Expense Case 20-6656 Account 8250 - Background Check Services Ruggles Account 8250 - Background Check Services Totals DAR-2 SRO-3 M503 SRO-5 Account 8060 - Vehicle Maintenance Totals Account 3000 - Travel/Training Miller LERMI-Zambrano Account 5012 - Asset Seizure/Forfeiture Expense Totals Division 54 - Seizure/Forfeiture Totals Division 56 - Police Support Services Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 16 of 36 19 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 11538 - LUKE OSTREKO 2024-00000197 Edit 06/27/2023 07/10/2023 930.20 Invoice Transactions 3 $972.99 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 23.51 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 21.73 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 21.73 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 21.73 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 69.23 Invoice Transactions 5 $157.93 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 72.04 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 131.12 Invoice Transactions 2 $203.16 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000167 Paid by EFT # 2090 05/29/2023 06/23/2023 06/23/2023 433.36 12957 - GARVEY'S OFFICE PRODUCTS PINV2437092 Edit 06/15/2023 07/10/2023 161.43 11278 - WAREHOUSE DIRECT 5515097-0 Edit 06/15/2023 07/10/2023 80.67 11278 - WAREHOUSE DIRECT 5515220-0 Edit 06/15/2023 07/10/2023 270.61 11278 - WAREHOUSE DIRECT 5520686-0 Edit 06/23/2023 07/10/2023 186.78 13261 - ZORO TOOLS INC INV12638641 Edit 06/15/2023 07/10/2023 71.66 Invoice Transactions 6 $1,204.51 12679 - PLAINFIELD GAS N WASH PLAINFIELD LLC 2024-00000204 Edit 06/09/2023 07/10/2023 15.00 Invoice Transactions 1 $15.00 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 98.35 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 119.70 Invoice Transactions 2 $218.05 12536 - ILLINOIS SECRETARY OF STATE 2024-00000175 Paid by Check # 132558 06/22/2023 06/28/2023 06/28/2023 306.00 Invoice Transactions 1 $306.00 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000165 Paid by EFT # 2089 05/29/2023 06/23/2023 06/23/2023 204.38 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 21.94 Acct. 00114799 Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Per Diem & Mileage Drone Training Account 3000 - Travel/Training Totals Account 8035 - Maintenance Contracts/Lease 06/25/2023 - 07/24/2023 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Account 5005 - Office Supplies/Postage Totals Account 5020 - Gas/Oil/Mileage/Carwash June 2023 Account 5020 - Gas/Oil/Mileage/Carwash Totals Office Supplies PD PD PD Office Supplies Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Novak Zigterman Miller Account 8060 - Vehicle Maintenance M3 Account 8060 - Vehicle Maintenance Totals Account 8266 - Chaplaincy Program Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 17 of 36 20 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 2 $226.32 Invoice Transactions 22 $3,303.96 10767 - MENARDS INC. # 3182 26714 Edit 06/07/2023 07/10/2023 199.99 11238 - ULINE 164906030 Edit 06/15/2023 07/10/2023 2,821.58 Invoice Transactions 2 $3,021.57 13295 - 45 DRIVES LTD.160433 Edit 06/05/2023 07/10/2023 35,654.93 10586 - INTOXIMETERS, INC.735993 Edit 06/08/2023 07/10/2023 1,540.00 Invoice Transactions 2 $37,194.93 Invoice Transactions 4 $40,216.50 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000171 Paid by EFT # 2093 05/29/2023 06/23/2023 06/23/2023 1,323.74 12770 - PALMER HOUSE FLORIST 020428 Edit 06/18/2023 07/10/2023 90.00 Invoice Transactions 2 $1,413.74 Invoice Transactions 2 $1,413.74 Invoice Transactions 192 $88,453.04 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 512.06 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 467.90 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 468.01 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 467.98 10825 - MOTOROLA SOLUTIONS 7500220230501 Edit 06/01/2023 07/10/2023 10.00 Invoice Transactions 5 $1,925.95 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 90.08 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 96.18 Invoice Transactions 2 $186.26 10834 - MUNICIPAL EMERGENCY SERVICES IN1882997 Edit 05/31/2023 07/10/2023 2,904.00 Invoice Transactions 1 $2,904.00 Account 9120 - Machinery and Equipment PD Evidence Storage Array Machinery & Equipment Account 9120 - Machinery and Equipment Totals Division 91 - Capital Account 9115 - Office Furniture & Equipment PD-Freezer Chest PD Account 9115 - Office Furniture & Equipment Totals Account 8266 - Chaplaincy Program Totals Division 56 - Police Support Services Totals Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 485081837-00001 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Phones Unit 05 - Police Department Totals Unit 07 - PEMA Division 07 - PEMA Program Account 4000 - Telephone/Internet Contingencies Account 9300 - Contingencies Totals Division 93 - Contingencies Totals Division 91 - Capital Totals Division 93 - Contingencies Account 9300 - Contingencies Miller Account 5015 - Dues & Subscriptions Account 4005 - Cellular Phones Totals Account 5010 - Replacement Supplies Replacement Supplies Account 5010 - Replacement Supplies Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 18 of 36 21 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000165 Paid by EFT # 2089 05/29/2023 06/23/2023 06/23/2023 29.99 Invoice Transactions 1 $29.99 12679 - PLAINFIELD GAS N WASH PLAINFIELD LLC 2024-00000204 Edit 06/09/2023 07/10/2023 30.00 Invoice Transactions 1 $30.00 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 1 $59.85 Invoice Transactions 11 $5,136.05 Invoice Transactions 11 $5,136.05 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 2,083.04 Invoice Transactions 1 $2,083.04 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 1,309.50 Invoice Transactions 1 $1,309.50 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 175.43 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 165.30 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 164.82 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 165.22 11838 - COMCAST - ACCOUNT #901868063 175028070 Edit 06/15/2023 07/10/2023 1,607.32 Invoice Transactions 5 $2,278.09 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 514.27 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 379.17 Invoice Transactions 2 $893.44 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 309.08 11938 - PITNEY BOWES, INC. 2024-00000210 Edit 07/05/2023 07/05/2023 125.00 12957 - GARVEY'S OFFICE PRODUCTS CM201747 Edit 06/13/2023 07/10/2023 (5.32) 12957 - GARVEY'S OFFICE PRODUCTS PINV2437067 Edit 06/15/2023 07/10/2023 44.03 Unit 08 - Street Department Division 02 - Administration Program Account 3000 - Travel/Training Threewitt Account 3000 - Travel/Training Totals Account 8035 - Maintenance Contracts/Lease Totals Division 07 - PEMA Program Totals Unit 07 - PEMA Totals June 2023 Account 5020 - Gas/Oil/Mileage/Carwash Totals Account 8035 - Maintenance Contracts/Lease 06/07/2023 - 07/06/2023 Zigterman Account 5015 - Dues & Subscriptions Totals Account 5020 - Gas/Oil/Mileage/Carwash Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Threewitt PW Postage Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 485081837-00001 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 901868063 Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet Office Supplies Office Supplies Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 19 of 36 22 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10470 - HENRICKSEN AND COMPANY INC.750408 Edit 06/27/2023 07/10/2023 471.80 10891 - OFF THE PRESS 23590 Edit 05/23/2023 07/10/2023 122.00 12847 - PITNEY BOWES INC.1023276693 Edit 06/09/2023 07/10/2023 45.65 Invoice Transactions 7 $1,112.24 10767 - MENARDS INC. # 3182 24651 Edit 04/20/2023 04/30/2023 8.97 10767 - MENARDS INC. # 3182 24556 Edit 04/18/2023 04/30/2023 8.63 10767 - MENARDS INC. # 3182 24880 Edit 04/26/2023 04/30/2023 8.99 10767 - MENARDS INC. # 3182 24853 Edit 04/25/2023 04/30/2023 7.71 10767 - MENARDS INC. # 3182 24855 Edit 04/25/2023 04/30/2023 5.14 10767 - MENARDS INC. # 3182 25158 Edit 05/03/2023 07/10/2023 19.99 10767 - MENARDS INC. # 3182 25963 Edit 05/22/2023 07/10/2023 19.99 Invoice Transactions 7 $79.42 11072 - SHERWIN WILLIAMS CO.7349-0 Paid by Check # 132557 03/03/2023 04/30/2023 06/26/2023 44.18 11072 - SHERWIN WILLIAMS CO.7689-3 Paid by Check # 132557 03/03/2023 04/30/2023 06/26/2023 44.18 11072 - SHERWIN WILLIAMS CO.7842-8 Paid by Check # 132557 03/08/2023 04/30/2023 06/26/2023 60.65 11072 - SHERWIN WILLIAMS CO.7605-8 Paid by Check # 132557 03/09/2023 04/30/2023 06/26/2023 (16.47) 11072 - SHERWIN WILLIAMS CO.8570-4 Paid by Check # 132557 03/29/2023 04/30/2023 06/26/2023 58.19 11212 - TRANE 14368034 Edit 05/11/2023 07/10/2023 544.61 10274 - CUMMINS SALES AND SERVICE F2-26719 Edit 03/22/2023 04/30/2023 262.80 10767 - MENARDS INC. # 3182 25193 Edit 05/04/2023 07/10/2023 21.99 10767 - MENARDS INC. # 3182 25996 Edit 05/23/2023 07/10/2023 2.88 12585 - NEUCO INC 6784717 Edit 04/27/2023 04/30/2023 108.37 12585 - NEUCO INC 6806928 Edit 05/09/2023 07/10/2023 193.64 Invoice Transactions 11 $1,325.02 Invoice Transactions 34 $9,080.75 10238 - COMED 2024-00000214 Edit 06/19/2023 07/10/2023 54.74 10238 - COMED 2024-00000216 Edit 06/16/2023 07/10/2023 208.78 10238 - COMED 2024-00000217 Edit 06/16/2023 07/10/2023 182.31 10238 - COMED 2024-00000218 Edit 06/21/2023 07/10/2023 155.92 10238 - COMED 2024-00000219 Edit 06/21/2023 07/10/2023 1,409.92 Invoice Transactions 5 $2,011.67 Account 5040 - Supplies/Hardware Totals Account 8020 - Building Maintenance PW PW Supplies Supplies Supplies Supplies Supplies Account 5005 - Office Supplies/Postage Totals Account 5040 - Supplies/Hardware Supplies Supplies PW Office Supplies Ink Acct. 1101143016 Acct. 0768154178 Acct. 1171000026 Acct. 0066136025 Acct. 4293072110 Division 02 - Administration Program Totals Division 60 - Street Maintenance Program Account 4015 - Electricity/Gas Building Maintenance Building Maintenance Building Maintenance PW HVAC Account 8020 - Building Maintenance Totals PW PW Engineering PW HVAC PW Stationary Account 4015 - Electricity/Gas Totals Account 5020 - Gas/Oil/Mileage/Carwash Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 20 of 36 23 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 11888 - WORLD FUEL SERVICES 5189559-41501 Edit 06/13/2023 07/10/2023 20,429.00 11888 - WORLD FUEL SERVICES 5189560-41501 Edit 06/13/2023 07/10/2023 15,044.57 Invoice Transactions 2 $35,473.57 12470 - CARROLL CONSTRUCTION SUPPLY NA093550 Edit 06/07/2023 07/10/2023 222.16 10421 - GENUINE PARTS COMPANY 1236-080626 Edit 06/14/2023 07/10/2023 133.31 10437 - GRAINGER 9719520042 Edit 05/25/2023 07/10/2023 21.00 10767 - MENARDS INC. # 3182 26747 Edit 06/08/2023 07/10/2023 29.65 10767 - MENARDS INC. # 3182 27105 Edit 06/16/2023 07/10/2023 29.97 11240 - UNDERGROUND PIPE & VALVE CO 060513 Edit 05/16/2023 07/10/2023 440.00 13236 - UNIFIRST FIRST AID & SAFETY H850558 Edit 03/13/2023 04/30/2023 33.38 13236 - UNIFIRST FIRST AID & SAFETY H850557 Edit 03/13/2023 04/30/2023 51.48 Invoice Transactions 8 $960.95 10180 - CARGILL INC.-SALT DIVISION 2908370079 Edit 06/22/2023 07/10/2023 17,476.13 10180 - CARGILL INC.-SALT DIVISION 2908362501 Edit 06/20/2023 07/10/2023 15,531.42 10180 - CARGILL INC.-SALT DIVISION 2908358351 Edit 06/19/2023 07/10/2023 15,588.60 10180 - CARGILL INC.-SALT DIVISION 2908366353 Edit 06/21/2023 07/10/2023 7,764.57 Invoice Transactions 4 $56,360.72 12093 - KENDALL COUNTY CONCRETE, INC 55895 Edit 06/08/2023 07/10/2023 106.00 12093 - KENDALL COUNTY CONCRETE, INC 55865 Edit 06/06/2023 07/10/2023 216.00 Invoice Transactions 2 $322.00 13195 - ALEX HARRIS 2024-00000208 Edit 06/15/2023 07/10/2023 100.00 10218 - CINTAS CORPORATION #344 4158073423 Edit 06/08/2023 07/10/2023 111.81 10218 - CINTAS CORPORATION #344 4158756621 Edit 06/15/2023 07/10/2023 111.81 12728 - GBJ SALES, LLC 4817 Edit 03/23/2023 04/30/2023 203.29 Mechanic's Bay First Aid Account 5040 - Supplies/Hardware Totals Account 5040.003 - Supplies/Hardware-Salt Purchase Apprvd 11/7/22 BM. 22-23 Salt. NTE=$376,300. RMNG=$183,681.79 Supplies Supplies Supplies Supplies PW First Aid Account 5020 - Gas/Oil/Mileage/Carwash Totals Account 5040 - Supplies/Hardware Supplies Supplies Unleaded Fuel Diesel #2 Account 5095 - Uniforms/Clothing Boot Reimbursement Uniforms Uniforms Uniforms Account 5060 - Aggregate Materials PW 13710 Meadow Account 5060 - Aggregate Materials Totals Apprvd 11/7/22 BM. 22-23 Salt. NTE=$376,300. RMNG=$183,681.79 Apprvd 11/7/22 BM. 22-23 Salt. NTE=$376,300. RMNG=$183,681.79 Apprvd 11/7/22 BM. 22-23 Salt. NTE=$376,300. RMNG=$183,681.79 Account 5040.003 - Supplies/Hardware-Salt Purchase Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 21 of 36 24 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 13144 - SHEFFIELD SUPPLY & EQUIPMENT, LLC 5246 Edit 05/15/2023 07/10/2023 18.84 Invoice Transactions 5 $545.75 11128 - STATE TREASURER 2023-00001637 Edit 10/10/2022 04/30/2023 15,051.19 Invoice Transactions 1 $15,051.19 12093 - KENDALL COUNTY CONCRETE, INC 55808 Edit 06/02/2023 07/10/2023 376.00 10767 - MENARDS INC. # 3182 26712 Edit 06/07/2023 07/10/2023 (71.94) 13318 - ROBINSON ENGINEERING, LTD.23010334 Edit 06/23/2023 04/30/2023 1,555.50 13318 - ROBINSON ENGINEERING, LTD.23020501 Edit 02/28/2023 04/30/2023 2,768.25 13318 - ROBINSON ENGINEERING, LTD.23030052 Edit 03/08/2023 04/30/2023 2,185.50 13318 - ROBINSON ENGINEERING, LTD.23040383 Edit 04/24/2023 04/30/2023 490.75 11076 - SHREVE SERVICES, INC.8467 Edit 06/05/2023 07/10/2023 66.00 Invoice Transactions 7 $7,370.06 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20651 Edit 05/16/2023 04/30/2023 220.00 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20650 Edit 05/16/2023 04/30/2023 346.50 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20652 Edit 05/14/2023 04/30/2023 236.25 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20647 Edit 06/16/2023 07/10/2023 220.50 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20646 Edit 06/16/2023 07/10/2023 236.25 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20648 Edit 06/16/2023 07/10/2023 346.50 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 24.03 12090 - PHYSICIANS IMMEDIATE CARE 4318184 Edit 04/04/2023 04/30/2023 84.00 12090 - PHYSICIANS IMMEDIATE CARE 4324346 Edit 05/02/2023 07/10/2023 420.00 12890 - RAMIRO GUZMAN LANDSCAPING, INC. 08633 Edit 06/16/2023 07/10/2023 11,468.00 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 11 $13,661.88 10767 - MENARDS INC. # 3182 26575 Edit 06/05/2023 07/10/2023 33.44 Invoice Transactions 1 $33.44 Uniforms Account 5095 - Uniforms/Clothing Totals Account 8130 - Street/Traffic Light Maintenance 2nd Qtr. 2022 VH 04/27/23 Amphitheater 06/15/2023 VH 06/15/2023 PW 06/15/2023 06/25/2023 - 07/24/2023 Account 8131 - Street Maintenance Totals Account 8135 - Contractual Services PW 04/27/2023 PW 04/27/23 2022 Crack Sealing & Striping 2022 Crack Sealing & Striping 2022 Crack Sealing & Striping 2022 Crack Sealing & Striping Pulverized Dirt Account 8130 - Street/Traffic Light Maintenance Totals Account 8131 - Street Maintenance 13905 Briar Street Maintenance Account 8160 - Equipment Maintenance Account 8150 - Sidewalk Maintenance Sidewalk Repair & Maintenance Account 8150 - Sidewalk Maintenance Totals PW & PD PW Apprvd 4/17/23 BM. NTE=$94,753.05. 2023 06/07/2023 - 07/06/2023 Account 8135 - Contractual Services Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 22 of 36 25 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 13281 - CIT TRUCKS, LLC-MOKENA 111P343699 Edit 06/07/2023 07/10/2023 248.38 10404 - FREEWAY FORD TRUCK SALES, INC.564355 Edit 06/06/2023 07/10/2023 673.34 12064 - POMP'S TIRE SERVICE, INC.2120009984 Edit 06/09/2023 07/10/2023 1,607.28 11652 - RICK'S RV CENTER, INC 348632 Edit 06/12/2023 07/10/2023 18.95 12229 - RON TIRAPELLI FORD INC 638150 Edit 06/07/2023 07/10/2023 916.52 12294 - RUSH TRUCK CENTER-INTERSTATE BILLING 3032038626 Edit 04/06/2023 04/30/2023 327.84 12294 - RUSH TRUCK CENTER-INTERSTATE BILLING 3032636807 Edit 06/13/2023 07/10/2023 26.90 11075 - SHOREWOOD HOME & AUTO, INC.01-366959 Edit 06/12/2023 07/10/2023 47.38 11118 - STANDARD EQUIPMENT CO.W10401 Edit 04/25/2023 04/30/2023 373.10 Invoice Transactions 9 $4,239.69 Invoice Transactions 55 $136,030.92 10767 - MENARDS INC. # 3182 27055 Edit 06/15/2023 07/10/2023 44.97 11028 - RUSSO POWER EQUIPMENT SPI20282173 Edit 06/15/2023 07/10/2023 934.99 11028 - RUSSO POWER EQUIPMENT SPI20267836 Edit 06/06/2023 07/10/2023 233.93 13269 - WHITMORE ACE HARDWARE #18556 637080 Edit 06/09/2023 07/10/2023 167.96 Invoice Transactions 4 $1,381.85 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20545 Paid by Check # 132430 05/02/2023 04/30/2023 06/20/2023 7,400.00 Invoice Transactions 1 $7,400.00 Invoice Transactions 5 $8,781.85 Invoice Transactions 94 $153,893.52 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000161 Paid by EFT # 2086 05/29/2023 06/23/2023 06/23/2023 73.00 Invoice Transactions 1 $73.00 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 265.04 Invoice Transactions 1 $265.04 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 37.53 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 34.17 Account 8160 - Equipment Maintenance Totals Division 60 - Street Maintenance Program Totals Division 62 - Forestry Program 1082 1054 1075 Equipment Maintenance 1052 1020 1082 1033 Equipment Maintenance Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet 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 Account 5040 - Supplies/Hardware Totals Account 8135 - Contractual Services Emergency Hazard Pruning - Ottawa Park Area Account 8135 - Contractual Services Totals Account 5040 - Supplies/Hardware Supplies Settlers' Park Supplies Supplies Acct. 1211165 Acct. 1211165 Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 23 of 36 26 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 34.17 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 34.17 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 94.36 Invoice Transactions 5 $234.40 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 84.26 Invoice Transactions 1 $84.26 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000161 Paid by EFT # 2086 05/29/2023 06/23/2023 06/23/2023 9.65 11938 - PITNEY BOWES, INC. 2024-00000180 Paid by EFT # 2096 06/27/2023 06/27/2023 06/27/2023 100.00 Invoice Transactions 2 $109.65 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 39.62 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 2 $99.47 10953 - PLAINFIELD SIGNS, INC.19070 Edit 06/23/2023 07/10/2023 645.00 10953 - PLAINFIELD SIGNS, INC.19008 Edit 05/19/2023 07/10/2023 645.00 Invoice Transactions 2 $1,290.00 13249 - HOUSEAL LAVIGNE ASSOCIATES, LLC 6319 Edit 05/29/2023 04/30/2023 10,622.70 Invoice Transactions 1 $10,622.70 Invoice Transactions 15 $12,778.52 12949 - ROBERT STERIOTI 2024-00000205 Edit 06/27/2023 07/10/2023 65.00 Invoice Transactions 1 $65.00 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 462.90 Invoice Transactions 1 $462.90 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 12.51 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 11.39 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 11.39 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 11.39 12983 - FIRST COMMUNICATIONS LLC 125457455 Edit 06/06/2023 07/10/2023 31.45 Account 8050 - Legal Notices Public Notice Signs Public Notice Signs Account 8050 - Legal Notices Totals Account 8035 - Maintenance Contracts/Lease 06/25/2023 - 07/24/2023 06/07/2023 - 07/06/2023 Account 8035 - Maintenance Contracts/Lease Totals Account 5005 - Office Supplies/Postage Proulx VH Postage Account 5005 - Office Supplies/Postage Totals Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Acct. 1211165 Acct. 1211165 Acct. 00114799 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 1211165 Acct. 00114799 Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet Division 21 - Building Program Account 3000 - Travel/Training ISPSC Exam Account 3000 - Travel/Training Totals Account 8097 - Special Projects and Programs Comp. Plan-Board Approved 07/18/2022 Account 8097 - Special Projects and Programs Totals Division 20 - Planning Program Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 24 of 36 27 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 5 $78.13 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 94.15 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 252.78 Invoice Transactions 2 $346.93 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 143.94 11938 - PITNEY BOWES, INC. 2024-00000180 Paid by EFT # 2096 06/27/2023 06/27/2023 06/27/2023 80.00 11938 - PITNEY BOWES, INC. 2024-00000210 Edit 07/05/2023 07/05/2023 125.00 12957 - GARVEY'S OFFICE PRODUCTS PINV2437067 Edit 06/15/2023 07/10/2023 12.48 12957 - GARVEY'S OFFICE PRODUCTS PINV2437513 Edit 06/16/2023 07/10/2023 25.99 12957 - GARVEY'S OFFICE PRODUCTS PINV2436301 Edit 06/14/2023 07/10/2023 135.45 10891 - OFF THE PRESS 23590 Edit 05/23/2023 07/10/2023 121.00 12847 - PITNEY BOWES INC.1023276693 Edit 06/09/2023 07/10/2023 45.63 Invoice Transactions 8 $689.49 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 24.03 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 2 $83.88 Invoice Transactions 19 $1,726.33 Invoice Transactions 34 $14,504.85 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000163 Paid by EFT # 2088 05/29/2023 06/23/2023 06/23/2023 54.98 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000167 Paid by EFT # 2090 05/29/2023 06/23/2023 06/23/2023 60.76 Invoice Transactions 2 $115.74 Invoice Transactions 2 $115.74 Invoice Transactions 2 $115.74 Invoice Transactions 476 $986,232.19 10578 - INTERNAL REVENUE SERVICE 2024-00000144 Paid by Check # 132540 06/23/2023 06/23/2023 06/23/2023 5,430.45 10578 - INTERNAL REVENUE SERVICE 2024-00000186 Paid by Check # 132570 07/07/2023 07/07/2023 07/07/2023 4,858.97 Invoice Transactions 2 $10,289.42 Ink Account 5005 - Office Supplies/Postage Totals Account 8135 - Contractual Services 06/25/2023 - 07/24/2023 PW Postage Office Supplies Office Supplies Office Supplies Office Supplies Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Threewitt VH Postage Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Acct. 485081837-00002 Acct. 485081837-00001 Account 0210.220 - Federal W/H Payable FICA - FICA* FICA - FICA* Account 0210.220 - Federal W/H Payable Totals Unit 50 - Police Commission Totals Fund 01 - General Fund Totals Fund 02 - Water and Sewer Fund Ruggles Novak Account 8115 - Police Testing/Hiring Totals Division 02 - Administration Program Totals Unit 09 - Community Development Totals Unit 50 - Police Commission Division 02 - Administration Program Account 8115 - Police Testing/Hiring 06/07/2023 - 07/06/2023 Account 8135 - Contractual Services Totals Division 21 - Building Program Totals Account 0210.222 - FICA Payable Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 25 of 36 28 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10578 - INTERNAL REVENUE SERVICE 2024-00000144 Paid by Check # 132540 06/23/2023 06/23/2023 06/23/2023 3,273.59 10578 - INTERNAL REVENUE SERVICE 2024-00000186 Paid by Check # 132570 07/07/2023 07/07/2023 07/07/2023 3,068.52 Invoice Transactions 2 $6,342.11 10578 - INTERNAL REVENUE SERVICE 2024-00000144 Paid by Check # 132540 06/23/2023 06/23/2023 06/23/2023 765.61 10578 - INTERNAL REVENUE SERVICE 2024-00000186 Paid by Check # 132570 07/07/2023 07/07/2023 07/07/2023 717.62 Invoice Transactions 2 $1,483.23 10527 - ILL MUNICIPAL RETIREMENT REGULAR 2024-00000142 Paid by Check # 132538 06/23/2023 06/23/2023 06/23/2023 15,623.68 Invoice Transactions 1 $15,623.68 10774 - METLIFE 2024-00000145 Paid by Check # 132541 06/23/2023 06/23/2023 06/23/2023 311.29 13243 - MISSION SQUARE 2024-00000147 Paid by Check # 132543 06/23/2023 06/23/2023 06/23/2023 450.52 10315 - DIVERSIFIED INVESTMENT ADVISORS 2024-00000140 Paid by Check # 132536 06/23/2023 06/23/2023 06/23/2023 1,007.52 10315 - DIVERSIFIED INVESTMENT ADVISORS 2024-00000183 Paid by Check # 132567 07/07/2023 07/07/2023 07/07/2023 954.66 13243 - MISSION SQUARE 2024-00000188 Paid by Check # 132572 07/07/2023 07/07/2023 07/07/2023 444.15 10774 - METLIFE 2024-00000187 Paid by Check # 132571 07/07/2023 07/07/2023 07/07/2023 314.09 Invoice Transactions 6 $3,482.23 11244 - UNITED WAY OF WILL COUNTY 2024-00000151 Paid by Check # 132547 06/23/2023 06/23/2023 06/23/2023 1.34 11244 - UNITED WAY OF WILL COUNTY 2024-00000192 Paid by Check # 132576 07/07/2023 07/07/2023 07/07/2023 1.34 Invoice Transactions 2 $2.68 10030 - AFLAC 2024-00000139 Paid by Check # 132535 06/23/2023 06/23/2023 06/23/2023 30.49 10030 - AFLAC 2024-00000182 Paid by Check # 132566 07/07/2023 07/07/2023 07/07/2023 30.49 Invoice Transactions 2 $60.98 457-METLIFE-PCT - Deferred Comp Metlife 457-ICMA-FLAT - Deferred Comp ICMA* 457-IPPFA-PCT - Deferred Comp IPPFA* 457-IPPFA-PCT - Deferred Comp IPPFA* 457-ICMA-FLAT - Deferred Comp ICMA* Account 0210.237 - IMRF Payable IMRF - Illinois Municipal Retirement *Account 0210.237 - IMRF Payable Totals Account 0210.241 - Deferred Comp. Plan Account 0210.223 - Medicare W/H Payable FICA - FICA* FICA - FICA* Account 0210.223 - Medicare W/H Payable Totals FICA - FICA* FICA - FICA* Account 0210.222 - FICA Payable Totals AFLAC - PRETAX - AFLAC Pretax* Account 0210.244 - AFLAC Pre-Tax Totals Account 0210.245 - AFLAC Post-Tax UNITED WAY - United Way of Will County Account 0210.243 - United Way Donations Totals Account 0210.244 - AFLAC Pre-Tax AFLAC - PRETAX - AFLAC Pretax* 457-METLIFE-PCT - Deferred Comp Metlife Account 0210.241 - Deferred Comp. Plan Totals Account 0210.243 - United Way Donations UNITED WAY - United Way of Will County Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 26 of 36 29 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10030 - AFLAC 2024-00000139 Paid by Check # 132535 06/23/2023 06/23/2023 06/23/2023 21.85 10030 - AFLAC 2024-00000182 Paid by Check # 132566 07/07/2023 07/07/2023 07/07/2023 21.85 Invoice Transactions 2 $43.70 11124 - STATE DISBURSEMENT UNIT 2024-00000150 Paid by Check # 132546 06/23/2023 06/23/2023 06/23/2023 336.46 11124 - STATE DISBURSEMENT UNIT 2024-00000191 Paid by Check # 132575 07/07/2023 07/07/2023 07/07/2023 336.46 Invoice Transactions 2 $672.92 11154 - SWAHM-INSURANCE 2024-00000178 Paid by EFT # 2095 07/01/2023 07/03/2023 07/03/2023 18,974.52 Invoice Transactions 1 $18,974.52 11266 - VILLAGE OF PLAINFIELD 2024-00000152 Paid by Check # 132548 06/23/2023 06/23/2023 06/23/2023 187.65 11266 - VILLAGE OF PLAINFIELD 2024-00000193 Paid by Check # 132577 07/07/2023 07/07/2023 07/07/2023 187.65 Invoice Transactions 2 $375.30 10854 - NCPERS GROUP LIFE INS.2024-00000148 Paid by Check # 132544 06/23/2023 06/23/2023 06/23/2023 16.00 10854 - NCPERS GROUP LIFE INS.2024-00000189 Paid by Check # 132573 07/07/2023 07/07/2023 07/07/2023 16.00 Invoice Transactions 2 $32.00 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 150.00 Invoice Transactions 1 $150.00 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 256.95 Invoice Transactions 1 $256.95 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 52.63 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 49.59 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 49.45 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 49.56 Invoice Transactions 4 $201.23 CHILD SUPPORT - Child Support Wage Assignment* Account 0210.246 - Child Support/Maintenance Assignment Totals Account 0210.247 - Employee Insurance Benefit July 2023 Insurance AFLAC - PRETAX - AFLAC Pretax* Account 0210.245 - AFLAC Post-Tax Totals Account 0210.246 - Child Support/Maintenance Assignment CHILD SUPPORT - Child Support Wage Assignment* AFLAC - PRETAX - AFLAC Pretax* Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1211165 Threewitt Account 3000 - Travel/Training Totals Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 0210.301 - Employee Life Insurance Totals Unit 10 - Water Department Division 02 - Administration Program Account 3000 - Travel/Training Account 0210.249 - Flex 125-FSA Totals Account 0210.301 - Employee Life Insurance SUP LIFE INS - NCPERS SUP LIFE INS - NCPERS Account 0210.247 - Employee Insurance Benefit Totals Account 0210.249 - Flex 125-FSA FSA MED PT - Discovery Benefits Medical* FSA MED PT - Discovery Benefits Medical* Acct. 1211165 Acct. 1211165 Account 4000 - Telephone/Internet Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 27 of 36 30 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 236.12 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 212.58 Invoice Transactions 2 $448.70 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 254.13 11938 - PITNEY BOWES, INC. 2024-00000180 Paid by EFT # 2096 06/27/2023 06/27/2023 06/27/2023 80.00 10652 - KENDALL COUNTY RECORDER OF DEEDS 2024-00000179 Paid by Check # 132564 06/29/2023 06/29/2023 06/29/2023 33.50 11938 - PITNEY BOWES, INC. 2024-00000210 Edit 07/05/2023 07/05/2023 125.00 12957 - GARVEY'S OFFICE PRODUCTS CM201747 Edit 06/13/2023 07/10/2023 (5.32) 12957 - GARVEY'S OFFICE PRODUCTS PINV2437067 Edit 06/15/2023 07/10/2023 44.03 12957 - GARVEY'S OFFICE PRODUCTS PINV2441904 Edit 06/28/2023 07/10/2023 143.79 10470 - HENRICKSEN AND COMPANY INC.750408 Edit 06/27/2023 07/10/2023 471.79 12847 - PITNEY BOWES INC.1023276693 Edit 06/09/2023 07/10/2023 45.65 Invoice Transactions 9 $1,192.57 13236 - UNIFIRST FIRST AID & SAFETY H850558 Edit 03/13/2023 04/30/2023 33.38 Invoice Transactions 1 $33.38 12682 - CORE & MAIN LP S973253 Edit 06/05/2023 07/10/2023 2,159.00 12682 - CORE & MAIN LP S971280 Edit 06/05/2023 07/10/2023 8,762.10 12682 - CORE & MAIN LP S910435 Edit 05/25/2023 07/10/2023 3,116.00 Invoice Transactions 3 $14,037.10 10274 - CUMMINS SALES AND SERVICE F2-26719 Edit 03/22/2023 04/30/2023 262.72 12585 - NEUCO INC 6806928 Edit 05/09/2023 07/10/2023 193.65 11212 - TRANE 14368034 Edit 05/11/2023 07/10/2023 544.61 Invoice Transactions 3 $1,000.98 11838 - COMCAST - ACCOUNT #901868063 175028070 Edit 06/15/2023 07/10/2023 1,607.32 Invoice Transactions 1 $1,607.32 Invoice Transactions 25 $18,928.23 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 126.31 Office Supplies Office Supplies PW Ink Account 5005 - Office Supplies/Postage Totals Threewitt VH Postage 13026 Conifer Lien Release PW Postage Office Supplies Acct. 485081837-00002 Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Account 4005 - Cellular Phones Account 8135 - Contractual Services Acct. 901868063 Account 8135 - Contractual Services Totals Division 02 - Administration Program Totals Account 8020 - Building Maintenance PW Stationary PW HVAC PW HVAC Account 8020 - Building Maintenance Totals Account 5080 - Water Meters Water Meters Water Meters Water Meters Account 5080 - Water Meters Totals Account 5040 - Supplies/Hardware PW First Aid Account 5040 - Supplies/Hardware Totals Division 30 - Water Distribution Program Account 4000 - Telephone/Internet Acct. 1211165 Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 28 of 36 31 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 119.02 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 118.67 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 118.96 Invoice Transactions 4 $482.96 10868 - NICOR 2024-00000221 Edit 06/22/2023 07/10/2023 62.21 10868 - NICOR 2024-00000223 Edit 06/27/2023 07/10/2023 173.60 Invoice Transactions 2 $235.81 10421 - GENUINE PARTS COMPANY 1236-080626 Edit 06/14/2023 07/10/2023 133.32 11240 - UNDERGROUND PIPE & VALVE CO 061173 Edit 06/15/2023 07/10/2023 2,230.00 11240 - UNDERGROUND PIPE & VALVE CO 060404 Edit 05/09/2023 07/10/2023 473.75 11240 - UNDERGROUND PIPE & VALVE CO 060402-01 Edit 05/15/2023 07/10/2023 875.00 Invoice Transactions 4 $3,712.07 12728 - GBJ SALES, LLC 4817 Edit 03/23/2023 04/30/2023 203.30 13144 - SHEFFIELD SUPPLY & EQUIPMENT, LLC 5246 Edit 05/15/2023 07/10/2023 18.84 10378 - TRACY FEATHERLY 2024-00000207 Edit 05/01/2023 07/10/2023 142.57 Invoice Transactions 3 $364.71 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 24.03 12922 - M.E. SIMPSON CO., INC.40521 Edit 05/31/2023 07/10/2023 545.00 10760 - MEADE ELECTRIC COMPANY 705121 Edit 06/16/2023 07/10/2023 228.44 10986 - R & R SEPTIC AND SEWER SERVICE 23-1516 Edit 03/02/2023 04/30/2023 3,700.00 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 5 $4,557.32 13140 - MICROBAC LABORATORIES INC.C23000400 Edit 05/12/2023 07/10/2023 630.50 13140 - MICROBAC LABORATORIES INC.C23001326 Edit 06/12/2023 07/10/2023 596.75 Invoice Transactions 2 $1,227.25 Invoice Transactions 20 $10,580.12 Invoice Transactions 45 $29,508.35 Supplies Supplies Supplies Account 5040 - Supplies/Hardware Totals Acct. 84403020005 Account 4015 - Electricity/Gas Totals Account 5040 - Supplies/Hardware Supplies Acct. 1211165 Account 4000 - Telephone/Internet Totals Account 4015 - Electricity/Gas Acct. 82178910004 Acct. 1211165 Acct. 1211165 EPA Analytical Account 8200 - EPA Analytical Totals Division 30 - Water Distribution Program Totals 06/07/2023 - 07/06/2023 Account 8135 - Contractual Services Totals Account 8200 - EPA Analytical EPA Analytical Account 8135 - Contractual Services 06/25/2023 - 07/24/2023 Van Dyke & Lockport Van Dyke & Depot Drive Invoice for 24102 Main St Sewer Repair. Account 5095 - Uniforms/Clothing Uniforms Uniforms Boot Reimbursement Account 5095 - Uniforms/Clothing Totals Unit 10 - Water Department Totals Unit 11 - Sewer Department Division 02 - Administration Program Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 29 of 36 32 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 200.00 Invoice Transactions 1 $200.00 10391 - FIRST NONPROFIT UNEMPLOYMENT PROGRAM 2024-00000226 Edit 07/01/2023 07/10/2023 326.43 Invoice Transactions 1 $326.43 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 91.22 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 85.96 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 85.71 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 85.91 Invoice Transactions 4 $348.80 11262 - VERIZON WIRELESS 9937802119 Edit 06/21/2023 07/10/2023 44.05 11262 - VERIZON WIRELESS 9937802118 Edit 06/21/2023 07/10/2023 254.71 Invoice Transactions 2 $298.76 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000169 Paid by EFT # 2092 05/29/2023 06/23/2023 06/23/2023 1,471.36 11938 - PITNEY BOWES, INC. 2024-00000180 Paid by EFT # 2096 06/27/2023 06/27/2023 06/27/2023 80.00 10652 - KENDALL COUNTY RECORDER OF DEEDS 2024-00000179 Paid by Check # 132564 06/29/2023 06/29/2023 06/29/2023 33.50 11938 - PITNEY BOWES, INC. 2024-00000210 Edit 07/05/2023 07/05/2023 125.00 12847 - PITNEY BOWES INC.1023276693 Edit 06/09/2023 07/10/2023 45.65 12957 - GARVEY'S OFFICE PRODUCTS CM201747 Edit 06/13/2023 07/10/2023 (5.32) 12957 - GARVEY'S OFFICE PRODUCTS PINV2437067 Edit 06/15/2023 07/10/2023 44.04 12957 - GARVEY'S OFFICE PRODUCTS PINV2441904 Edit 06/28/2023 07/10/2023 143.79 10470 - HENRICKSEN AND COMPANY INC.750408 Edit 06/27/2023 07/10/2023 471.93 Invoice Transactions 9 $2,409.95 11845 - ILLINOIS CENTRAL RAILROAD COMPANY 91690422 Edit 06/13/2023 04/30/2023 555.96 11845 - ILLINOIS CENTRAL RAILROAD COMPANY 91690422A Edit 06/13/2023 07/10/2023 138.99 Invoice Transactions 2 $694.95 13236 - UNIFIRST FIRST AID & SAFETY H850558 Edit 03/13/2023 04/30/2023 33.39 Acct. 485081837-00002 Acct. 485081837-00001 Account 4005 - Cellular Phones Totals Account 5005 - Office Supplies/Postage Acct. 1211165 Acct. 1211165 Account 4000 - Telephone/Internet Totals Account 4005 - Cellular Phones Account 3015 - IL Unemployment Insurance Totals Account 4000 - Telephone/Internet Acct. 1211165 Acct. 1211165 Threewitt Account 3000 - Travel/Training Totals Account 3015 - IL Unemployment Insurance 3rd Qtr. 2023 Unemployment Insurance Account 3000 - Travel/Training Account 5040 - Supplies/Hardware PW First Aid Account 5015 - Dues & Subscriptions Crossing Protection Maint. 03/02/23 - 04/27/23 Crossing Protection Maintenance 05/24/2023 Account 5015 - Dues & Subscriptions Totals Office Supplies Office Supplies Office Supplies PW Account 5005 - Office Supplies/Postage Totals Threewitt VH Postage 13026 Conifer Lien Release PW Postage Ink Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 30 of 36 33 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 1 $33.39 10274 - CUMMINS SALES AND SERVICE F2-26719 Edit 03/22/2023 04/30/2023 262.73 10767 - MENARDS INC. # 3182 26037 Edit 05/24/2023 07/10/2023 6.58 12585 - NEUCO INC 6806928 Edit 05/09/2023 07/10/2023 193.71 11212 - TRANE 14368034 Edit 05/11/2023 07/10/2023 544.77 Invoice Transactions 4 $1,007.79 11838 - COMCAST - ACCOUNT #901868063 175028070 Edit 06/15/2023 07/10/2023 1,607.32 Invoice Transactions 1 $1,607.32 Invoice Transactions 25 $6,927.39 13154 - PEERLESS NETWORK, INC.588396 Paid by Check # 132490 01/15/2023 04/30/2023 06/20/2023 245.60 13154 - PEERLESS NETWORK, INC.20607 Paid by Check # 132490 04/15/2023 04/30/2023 06/20/2023 231.42 13154 - PEERLESS NETWORK, INC.23111 Paid by Check # 132490 05/15/2023 06/20/2023 06/20/2023 230.75 13154 - PEERLESS NETWORK, INC.25579 Paid by Check # 132490 06/15/2023 06/20/2023 06/20/2023 231.31 Invoice Transactions 4 $939.08 10238 - COMED 2024-00000215 Edit 06/16/2023 07/10/2023 63.00 10868 - NICOR 2024-00000220 Edit 06/22/2023 07/10/2023 174.71 10868 - NICOR 2024-00000224 Edit 06/27/2023 07/10/2023 174.68 Invoice Transactions 3 $412.39 12642 - NCL OF WISCONSIN INC.488363 Edit 06/07/2023 07/10/2023 64.74 11253 - USABLUEBOOK INV00025803 Edit 05/30/2023 07/10/2023 1,096.38 11253 - USABLUEBOOK INV00026261 Edit 05/31/2023 07/10/2023 662.66 Invoice Transactions 3 $1,823.78 10421 - GENUINE PARTS COMPANY 1236-080626 Edit 06/14/2023 07/10/2023 133.36 Invoice Transactions 1 $133.36 10961 - POLYDYNE INC 1746978 Edit 06/13/2023 07/10/2023 3,074.04 10961 - POLYDYNE INC 1744551 Edit 06/05/2023 07/10/2023 3,074.04 Invoice Transactions 2 $6,148.08 Account 5040 - Supplies/Hardware Totals Account 8020 - Building Maintenance Account 4015 - Electricity/Gas Acct. 0195025060 Acct. 05663020005 Acct. 39188020000 Account 4015 - Electricity/Gas Totals Acct. 1211165 Acct. 1211165 Acct. 1211165 Account 4000 - Telephone/Internet Totals Division 02 - Administration Program Totals Division 40 - Sewer Treatment Program Account 4000 - Telephone/Internet Acct. 1211165 Account 8135 - Contractual Services Acct. 901868063 Account 8135 - Contractual Services Totals PW Stationary Building Maintenance PW HVAC PW HVAC Account 8020 - Building Maintenance Totals Chemicals Clarifloc Account 5070 - Chemicals Totals Account 5085 - Industrial Flow Monitor Account 5040 - Supplies/Hardware Supplies Account 5040 - Supplies/Hardware Totals Account 5070 - Chemicals Account 5010 - Replacement Supplies Replacement Supplies Replacement Supplies Replacement Supplies Account 5010 - Replacement Supplies Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 31 of 36 34 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10386 - FIRST ENVIRONMENTAL LABORATORIES, INC. 176155 Edit 06/13/2023 07/10/2023 78.00 10386 - FIRST ENVIRONMENTAL LABORATORIES, INC. 176209 Edit 06/15/2023 07/10/2023 78.00 Invoice Transactions 2 $156.00 12728 - GBJ SALES, LLC 4817 Edit 03/23/2023 04/30/2023 203.36 13144 - SHEFFIELD SUPPLY & EQUIPMENT, LLC 5246 Edit 05/15/2023 07/10/2023 18.84 Invoice Transactions 2 $222.20 11075 - SHOREWOOD HOME & AUTO, INC.01-366127 Edit 06/07/2023 07/10/2023 148.09 Invoice Transactions 1 $148.09 12934 - COTG - A XEROX COMPANY IN4533265 Edit 06/20/2023 07/10/2023 24.01 10274 - CUMMINS SALES AND SERVICE F2-24366 Edit 03/09/2023 04/30/2023 709.40 10274 - CUMMINS SALES AND SERVICE F2-24678 Edit 03/10/2023 04/30/2023 690.40 10274 - CUMMINS SALES AND SERVICE F2-25146 Edit 03/13/2023 04/30/2023 764.00 10274 - CUMMINS SALES AND SERVICE F2-26174 Edit 03/18/2023 04/30/2023 1,126.00 10274 - CUMMINS SALES AND SERVICE F2-26175 Edit 03/18/2023 04/30/2023 1,088.00 10274 - CUMMINS SALES AND SERVICE F2-26173 Edit 03/18/2023 04/30/2023 1,064.25 10274 - CUMMINS SALES AND SERVICE F2-26453 Edit 03/20/2023 04/30/2023 882.04 10613 - JIM'S TRUCK INSPECTION & REPAIR 197869 Edit 06/22/2023 07/10/2023 41.00 10986 - R & R SEPTIC AND SEWER SERVICE 23-1516 Edit 03/02/2023 04/30/2023 3,700.00 11671 - STEWART SPREADING 3338 Edit 06/13/2023 07/10/2023 88,322.16 11138 - STUHLMAN ENGINEERING CO.11393 Edit 06/22/2023 07/10/2023 115.00 12910 - XEROX FINANCIAL SERVICES 4447614 Edit 06/17/2023 07/10/2023 59.85 Invoice Transactions 13 $98,586.11 11253 - USABLUEBOOK INV00035884 Edit 06/08/2023 07/10/2023 47.95 Invoice Transactions 1 $47.95 Invoice Transactions 32 $108,617.04 Uniforms Uniforms Account 5095 - Uniforms/Clothing Totals Account 8060 - Vehicle Maintenance Industrials Industrials Account 5085 - Industrial Flow Monitor Totals Account 5095 - Uniforms/Clothing Bore for Seal on Hub 06/07/2023 - 07/06/2023 Account 8135 - Contractual Services Totals Account 8185 - System Maintenance Wood Farm North Spring Hole Creek 1081 Invoice for 24102 Main St Sewer Repair. Biosolids Hauling & Disposal. $19.42/CY apprvd @ 11/21 BM. Wood Farm Rd. -Trailer Kohler Wood Farm Rd. -Trailer Detroit James St. Wood Farm Rd. - Unit 1 Wood Farm Rd. Unit 2 1557 Account 8060 - Vehicle Maintenance Totals Account 8135 - Contractual Services 06/25/2023 - 07/24/2023 System Maintenance Account 8185 - System Maintenance Totals Division 40 - Sewer Treatment Program Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 32 of 36 35 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 57 $115,544.43 10281 - D CONSTRUCTION INC.2024-00000229 Edit 06/26/2023 04/30/2023 318,032.04 Invoice Transactions 1 $318,032.04 10131 - BAXTER & WOODMAN 0247070 Edit 05/31/2023 07/10/2023 692.50 Invoice Transactions 1 $692.50 10131 - BAXTER & WOODMAN 0247072 Edit 05/31/2023 07/10/2023 10,671.25 Invoice Transactions 1 $10,671.25 13065 - INDEPENDENT MECHANICAL INDUSTRIES, INC. 58663 Edit 06/07/2023 04/30/2023 52,158.42 13065 - INDEPENDENT MECHANICAL INDUSTRIES, INC. 58607 Edit 05/05/2023 04/30/2023 387,386.22 Invoice Transactions 2 $439,544.64 Invoice Transactions 5 $768,940.43 Invoice Transactions 5 $768,940.43 Invoice Transactions 133 $971,375.98 10904 - PT FERRO CONSTRUCTION CO.2024-00000209 Edit 06/16/2023 07/10/2023 90,000.00 Invoice Transactions 1 $90,000.00 Invoice Transactions 1 $90,000.00 Invoice Transactions 1 $90,000.00 Invoice Transactions 1 $90,000.00 Account 9120.200 - Machinery and Equipment-ARPA Project-Aeration Blower Aeration Blower, Control, Diffuser Imp. Pmt. #12 B.A. 03/21/22 Aeration Blower, Control, Diffuser Imp. Pmt. #11 B.A. 03/21/22 Account 9120.200 - Machinery and Equipment-ARPA Project-Aeration Blower Totals Account 8134.001 - Lift Station Improvements Totals Account 8225 - Engineering Fees Sanitary Sewer Master Plan Update Account 8225 - Engineering Fees Totals Old Town Phase II Utility Improvements Pmt. 4 Account 8133.008 - Old Town Reconstruction Totals Account 8134.001 - Lift Station Improvements James Street PS-CS Unit 11 - Sewer Department Totals Unit 12 - Utility Expansion Division 91 - Capital Account 8133.008 - Old Town Reconstruction Fund 04 - Motor Fuel Tax Totals Fund 11 - Capital Improvement Fund Unit 00 - Non-Departmental Division 00 - Non-Divisional Account 9150 - Street Improvements Totals Division 91 - Capital Totals Unit 00 - Non-Departmental Totals Fund 04 - Motor Fuel Tax Unit 00 - Non-Departmental Division 91 - Capital Account 9150 - Street Improvements NTE=$2,280,789.87. Apprvd 5/1/23 BM. 2023 MFT Street Improv Prgm Division 91 - Capital Totals Unit 12 - Utility Expansion Totals Fund 02 - Water and Sewer Fund Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 33 of 36 36 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 12415 - AMERICAN TRAFFIC SOLUTIONS INV0051860 Edit 03/31/2023 04/30/2023 9,190.00 12415 - AMERICAN TRAFFIC SOLUTIONS INV0053579 Edit 04/30/2023 04/30/2023 9,190.00 Invoice Transactions 2 $18,380.00 Invoice Transactions 2 $18,380.00 12186 - STRAND ASSOCIATES, INC 0198274 Edit 06/12/2023 07/10/2023 2,791.62 Invoice Transactions 1 $2,791.62 10777 - METRO TANK AND PUMP CO.50% DEPOSIT Paid by Check # 132565 06/29/2023 06/30/2023 06/30/2023 49,815.00 12712 - HEARTLAND BUSINESS SYSTEMS, LLC 587311-H Edit 03/07/2023 04/30/2023 32,647.50 Invoice Transactions 2 $82,462.50 12284 - DAVIS CONCRETE CONSTRUCTION CO 2024-00000137 Paid by Check # 132455 06/06/2023 04/30/2023 06/20/2023 151,797.20 12284 - DAVIS CONCRETE CONSTRUCTION CO 2024-00000138 Paid by Check # 132455 06/06/2023 04/30/2023 06/20/2023 2,224.40 10131 - BAXTER & WOODMAN 0247063 Edit 05/31/2023 04/30/2023 116.24 Invoice Transactions 3 $154,137.84 13256 - AL PIEMONTE FORD SALES, INC 302093 Paid by Check # 132550 06/20/2023 06/23/2023 06/23/2023 42,795.00 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000173 Paid by EFT # 2094 05/29/2023 06/23/2023 06/23/2023 1,990.74 13316 - GJOVIK FORD, INC 76312 Paid by Check # 132553 06/20/2023 06/23/2023 06/23/2023 37,578.00 Invoice Transactions 3 $82,363.74 12656 - AXON ENTERPRISE, INC.INUS164864 Edit 06/15/2023 07/10/2023 175.60 Invoice Transactions 1 $175.60 Account 8135 - Contractual Services March 2023 April 2023 Account 8135 - Contractual Services Totals McQuaid 2022 Ford Edge - Admin Account 9120.005 - Machinery and Equipment-Police Totals Account 9120.050 - Machinery and Equipment-Police Body Camera-Reserved Fort Beggs Bike Path Account 9112 - Sidewalk Curb & Bikepath Replace Totals Account 9120.005 - Machinery and Equipment-Police 2023 Explorer - Support Services Account 9105 - Building Improvements Totals Account 9112 - Sidewalk Curb & Bikepath Replace 2022 Curb & Sidewalk Program apprvd @ 10/17/22 BM 2022 Curb & Sidewalk Replacement C.O. #1 and Final Account 8225 - Engineering Fees Totals Account 9105 - Building Improvements Apprvd 5/1/23 BM. NTE=$99,630. Fuel Island System Equip Updates PEMA BUILDING NETWORK AND SECURITY CAMERAS Division 00 - Non-Divisional Totals Division 91 - Capital Account 8225 - Engineering Fees Lockport St. Bypass Study Board App. 11/21/2022 Machinery & Equipment Account 9120.050 - Machinery and Equipment-Police Body Camera-Reserved Totals Account 9165 - Roadway Improvements Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 34 of 36 37 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description 10131 - BAXTER & WOODMAN 0247076 Edit 05/31/2023 04/30/2023 19,726.58 10131 - BAXTER & WOODMAN 0247066 Edit 05/31/2023 04/30/2023 174.89 Invoice Transactions 2 $19,901.47 12150 - BMO Harris, N.A.2024-00000181 Paid by Check # 132562 06/29/2023 04/30/2023 06/29/2023 335,000.00 Invoice Transactions 1 $335,000.00 13299 - NOVIELLI MEMORIALS 2024-00000211 Edit 05/23/2023 07/10/2023 175.00 Invoice Transactions 1 $175.00 Invoice Transactions 14 $677,007.77 Invoice Transactions 16 $695,387.77 Invoice Transactions 16 $695,387.77 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000164 Paid by EFT # 24 05/29/2023 06/23/2023 06/23/2023 227.93 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000166 Paid by EFT # 25 05/29/2023 06/23/2023 06/23/2023 512.84 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000170 Paid by EFT # 26 05/29/2023 06/23/2023 06/23/2023 1,237.30 10387 - BANKCARD PROCESSING CENTER- OLD NAT'L BANK 2024-00000172 Paid by EFT # 27 05/29/2023 06/23/2023 06/23/2023 69.37 12792 - NICK BOWRON 2024-00000199 Edit 06/20/2023 07/10/2023 150.00 Invoice Transactions 5 $2,197.44 Invoice Transactions 5 $2,197.44 Invoice Transactions 5 $2,197.44 Invoice Transactions 5 $2,197.44 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20562 Edit 05/09/2023 04/30/2023 215.00 10093 - ARBOR TEK LANDSCAPE SERVICES, INC. 20649 Edit 06/16/2023 07/10/2023 95.00 Invoice Transactions 2 $310.00 Fund 14 - D.A.R.E. Fund Unit 00 - Non-Departmental Division 00 - Non-Divisional Account 8245 - D.A.R.E. Program Zigterman - DARE Division 91 - Capital Totals Unit 00 - Non-Departmental Totals Fund 11 - Capital Improvement Fund Totals Account 9165.009 - 143rd St. East Extension Totals Account 9180.001 - Beautification Improvements Settlers' Park Memorial Account 9180.001 - Beautification Improvements Totals Phase III 2023 Streets Rehab. Program Account 9165 - Roadway Improvements Totals Account 9165.009 - 143rd St. East Extension Cashier's Ck. Bass and Gill Deed Restriction Phase III 2023 Streets Rehab. Program Account 8135 - Contractual Services Des Plaines St. Lot 03/25/23, 04/27/23 Des Plaines St. Lot 06/15/2023 Account 8135 - Contractual Services Totals Fund 14 - D.A.R.E. Fund Totals Fund 17 - Tax Increment Financing-Downtown Unit 00 - Non-Departmental Division 91 - Capital Division 00 - Non-Divisional Totals Unit 00 - Non-Departmental Totals Novak-DARE Miller-DARE McQuaid-DARE DARE Pool Party DJ Account 8245 - D.A.R.E. Program Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 35 of 36 38 Vendor Invoice No.Status Invoice Date G/L Date Payment Date Invoice AmountInvoice Description Invoice Transactions 2 $310.00 Invoice Transactions 2 $310.00 Invoice Transactions 2 $310.00 Invoice Transactions 633 $2,745,503.38Grand Totals Division 91 - Capital Totals Unit 00 - Non-Departmental Totals Fund 17 - Tax Increment Financing-Downtown Totals Run by Kristin Partyka on 07/06/2023 10:52:12 AM Page 36 of 36 39 1 1 tam MEMORANDUM I•II I I inw'UiUniI'I'TY VILLAGE OP PLAINFIELD To: Mayor Argoudelis and Trustees From: Robert Miller, Chief of Police Joshua Blakemore,Village Administrator Date: Monday,July 17, 2023 Re: Will County Intergovernmental Agreement Background Findings In October 2022, the Village Board approved the purchase of License Plate Reader (LPR) cameras from Flock Safety. As part of the installation of the cameras around the village, an intergovernmental agreement with Will County is needed for the installation of two cameras on Will County controlled roadways (Renwick Rd e/o Boulevard and Naperville- Plainfield Rd s/o 119th St). Policy Considerations There are no policy considerations needed. Financial Considerations There are no financial considerations needed. Recommendation It is Staff's recommendation the Village Board direct the President to sign the intergovernmental agreement with Will County for the installation of License Plate Reader Cameras on Will County controlled roadways. 40 INTERGOVERNMENTAL AGREEMENT FOR THE PLACEMENT OF LICENSE PLATE READING CAMERAS LOCATED ON COUNTY HIGHWAYS IN THE COUNTY OF WILL WHEREAS, the Village of Plainfield is a Municipal Corporation and situated in Will County, (hereinafter referred to as "MUNICIPALITY") under and by virtue of the Constitution and laws of the State of Illinois, and has acted in the exercise of its legal authority in the exercise of this Agreement; and WHEREAS,the County of Will is a body corporate and politic (hereinafter referred to as the "COUNTY"); and WHEREAS, Article VII, Section 10, of the Constitution of the State of Illinois of 1970 provides that units of local government may contract or otherwise associate among themselves to obtain or share services and to exercise, combine or transfer any power or function in any manner not prohibited by law or by ordinance; and WHEREAS,MUNICIPALITY and the COUNTY are public agencies within the meaning of the Illinois Intergovernmental Cooperation Act, 5 ILCS 220/1 et seq.; and WHEREAS, the Illinois Intergovernmental Cooperation Act authorizes municipalities to exercise jointly with any public agency of the State,including other units of local government, any power, privilege, or authority which may be exercised by a unit of local government individually, and to enter into contracts for the performance of governmental services, activities, and undertakings; and NOW THEREFORE, in consideration of the mutual promises, obligations and undertakings set forth herein, the COUNTY and MUNICIPALITY (hereinafter collectively referred to as "PARTIES") AGREE AS FOLLOWS: 1. That the COUNTY has jurisdiction over county highways located in the MUNCIPALITY. 2. That the MUNICIPALITY is desirous to install license plate reading cameras at the location(s) indicated in EXHIBIT A of THIS AGREEMENT. 3. That EXHIBIT A of THIS AGREEMENT may be amended to add or delete locations for license plate reading cameras. Such additions or deletions shall be considered upon written request from the MUNICIPALITY to the COUNTY's County Engineer,and upon approval of said request by the COUNTY's County Engineer, EXHIBIT A shall be revised to add or delete the subject intersection. 4. All PARTIES agree that the license plate reading cameras shall be installed by MUNICIPALITY under permit with the COUNTY. 5. That THIS AGREEMENT shall not be construed,in any manner or form,to limit the power or authority of the COUNTY or the COUNTY's County Engineer, to maintain operate, Page 1 of 5 41 improve,manage,construct,reconstruct,repair,widen or expand County Highways as best determined by the COUNTY and as provided by law. 6. The MUNICIPALITY agrees to promptly remove, or cause to be removed, at no expense to the COUNTY, the license plate reading cameras upon receipt of written notification from the COUNTY's County Engineer, at any time and for any reason, that its permit is revoked. 7. The MUNICIPALITY agrees to indemnify, defend and hold harmless the COUNTY, its elected and appointed officials,agents,employees and representatives,and the COUNTY's Division of Transportation, its duly appointed officials, agents, employees and representatives from and against any and all claims, suits, settlements, actions, losses, expenses,damages,injuries,judgements and demands(collectively referred to as"claims") arising from and relating to the use and/or placement of the license plate reading cameras at the location(s), including but not limited to misuse or improper sharing of private or personal information, constitutional challenge or personal injury. The MUNICIPALITY further agrees to pay all damages,judgements, settlements,costs and expenses incurred by the COUNTY, including all reasonable attorney's fees and court costs, in connection with or resulting from such claims against the COUNTY. Nothing contained in this paragraph 7 shall be construed as prohibiting the COUNTY, its elected and appointed officials, agents, employees and representatives, from defending through the selection and use of its own agents, attorneys and experts, any claims, suits, demands, proceedings and actions brought against them. Pursuant to Illinois law, 55 ILCS 5/3-9005,any attorney representing the COUNTY,under this paragraph,is to be appointed a Special Assistant State's Attorney. The COUNTY's participation in its defense shall not remove MUNICIPALITY's duty to indemnify, defend, and hold the COUNTY harmless, as set forth above. 8. That nothing contained in THIS AGREEMENT is intended or shall be construed as in any manner or form creating or establishing a relationship of co-partners between the parties hereto, or as constituting the MUNICIPALITY (including its elected officials, duly appointed officials,officers,employees and agents)as an agent,representative or employee of the COUNTY for any purpose or in any manner whatsoever. 9. That each party warrants and represents to the other party and agrees that (1) THIS AGREEMENT is executed by duly authorized agents or officers of such party and that all such agents and officers have executed the same in accordance with the lawful authority vested in them pursuant to all applicable and substantive requirements; (2) THIS AGREEMENT is binding and valid and will be specifically enforceable against each party; and, (3)THIS AGREEMENT does not violate any presently existing provisions of law nor any applicable order, writ, injunction or decree of any court or government department, commission,board, bureau, agency or instrumentality applicable to such party. Page 2 of 5 42 10. That THIS AGREEMENT shall be deemed to take effect as of the date on which the duly authorized agents of the last of the parties hereto to execute THIS AGREEMENT affix their signatures. 11. This document shall be the final embodiment of THIS AGREEMENT by and between the COUNTY and MUNICIPALITY. No oral changes or modifications for THIS AGREEMENT shall be permitted or allowed. Changes or modification to THIS AGREEMENT shall be made only in writing and upon the necessary and proper signature of the COUNTY and MUNICIPALITY. 12. In the event that a court of competent jurisdiction shall hold any provisions of THIS AGREEMENT invalid or unenforceable, such holdings shall not invalidate or render unenforceable any other provision hereto. 13. THIS AGREEMENT shall be binding upon and inure to the benefits of the parties hereto, their successors and assigns. 14. Venue for enforcement of this agreement shall be in the courts of the Twelfth Judicial Circuit,Will County, Illinois. 15. Except for data shared and or/retained on a case by case basis for legitimate law enforcement purposes only,the MUNICIPALITY shall not share or transfer data collected from license plate reading cameras placed on or within COUNTY highways or rights-of- way with any federal, state, local, or private entity for purposes of creating or adding to a vehicle location service or database. 16. The MUNICIPALITY shall, apply to the Illinois State Archives Records Management Section to establish a specific records retention plan for all records generated by or maintained pursuant to the operation of license plate reading cameras. No permit to place cameras in the COUNTY's highways or rights-of-way shall be issued by the County Engineer until such time as the MUNICIPALITY presents evidence of a certified plan of records retention from the Illinois State Archives Record Retention Section. 17. Any license plate reading camera data in the possession of MUNICIPALITY and not otherwise exempt, is subject to disclosure to the general public under the Illinois Freedom of Information Act(FOIA),5 ILCS 140/1,et seq.as a public record. In the event the County of Will(or any of its officers,agents,employees or officials)receives a request under FOIA for documents relating to this intergovernmental agreement or COUNTY's authorization for the MUNICIPALITY to install and operate license plate reading cameras on or within COUNTY highways or rights-of-way pursuant to this intergovernmental agreement, the MUNICIPALITY shall provide to the County of Will at no cost and within the timeframes required under FOIA, a copy of any such "public record" as required by FOIA and in compliance with the provisions of FOIA.MUNICIPALITY may identify any such records, or portions thereof, that it in good faith believes to be exempt from production, including its justification for such exemption. MUNICIPALITY shall be responsible for any costs or damages associated with defending the request for exempt treatment. Page 3 of 5 43 18. Any notices under this Agreement shall be sent as follows: If to the County: Will County Engineer Will County State's Attorney Will County Division of Transportation Attention: Civil Division 16841 West Laraway Road 57 N. Ottawa Street, 5th Floor Joliet, IL 60433 Joliet, Illinois 60432 If to MUNICIPALITY: d ue or= Pew -1.6 To i ,.A.;. 6-3_S Attention:k€:& MCOuk Village Attorney 0.4"wo s , c.tL Pt,uS UL l t2ao s . c a Lt_PtAAs 3a_ P( EL (oosA1Li PtADJps-oo IL (,O Lt4 19. The PARTIES agree that each shall be responsible to notify the other of any changes in notification procedures. 20. This AGREEMENT may be executed in one or more counterparts, each of which will be deemed an original, but all of which will constitute one instrument. 21. The term of this Agreement shall be for a period of three (3) years upon passage and approval by the Will County Board. Dated at Joliet, Illinois this day of 20_ WILL COUNTY ATTEST Will County Executive Will County Clerk Seal) Dated at Illinois,this day of 20_. OF ATTEST Mayor Village Clerk Page 4 of 5 44 Exhibit A LIST OF LICENSE PLATE READING CAMERA LCOATIONS THAT ARE APPROVED FOR INSTALLATION AND OPERATION OR THOSE PREVIOUSLY APPROVED NOW BEING DELETED) LOCATION EFFECTIVE EFFECTIVE PERMIT NUMBER DATE DATE ADDED REMOVED South side of CH 36 approx. 270 ft R-36-0012 east of Boulevard Pl. East side of CH 14 approx. 760 ft R-14-0014 south of 119th St. Page 5 of 5 45 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally Larson Tom Ruane Brian Wojowski MEMO TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: JAKE MELROSE, AICP, E.D. DIRECTOR MEETING DATE: JULY 10, 2023 SUBJECT: PULTE BRONK FARM BOND REDUCTIONS Cc: Scott Threewitt, P.E., Director of Public Works JoAnne Bowers, Pulte Homes On behalf of the Bronk Farm developer, Pulte, staff is submitting the attached bond reduction request associated with the security bonds provided for the necessary public and development improvements of the Bronk Farm subdivision located generally SWC of 127th Street and Van Dyke Road. At this time, substantial improvements have been completed associated with the bonds and the Village’s Subdivision Code allows for the development to request a reduction to reflect the completed work. The Village recommends reducing the bonds per the following: Phase 1 Site Improvement Bond #ES00009992: $912,097.55 Phase 1, 2, & 3 Mass Grading Bond #800140615: $269.105.99 Staff recommends approval. This matter will be placed on the consent agenda for the July 10, 2023 meeting of the Board of Trustees. Encl. Review Letters by Baxter Woodman and Attached Bond Reduction Request (6-21-23) 46 47 48 49 50 51 June 21, 2023 Mr. Jake Melrose, AICP Economic Development Manager Village of Plainfield 24401 West Lockport Street Plainfield, IL 60544 Subject: Village of Plainfield – Bronk Farm Phases 1 Site Improvements Bond Reduction Request – Bond # ES00009992 Dear Mr. Melrose: Baxter & Woodman completed a review of Pulte Homes to reduce the bond amounts on the above referenced project. Below is a breakdown of the current project status and our recommendations: PHASE 1 IMPROVEMENTS: A. Watermain Original Bond amount posted $ 1,200,167.50 Current Bond amount remaining $ 1,200,167.50 Cost of Remaining Improvements $ 0.00 Recommended Bond amount to remain (10% Maintenance) $ 120,016.75 B. Sanitary Sewer Original Bond amount posted $ 946,753.50 Current Bond amount remaining $ 946,753.50 Cost of Remaining Improvements $ 0.00 Recommended Bond amount to remain (10% Maintenance) $ 94,675.35 C. Storm Sewer Original Bond amount posted $ 2,387,164.50 Current Bond amount remaining $ 2,387,164.50 Cost of Remaining Improvements $ 0.00 Recommended Bond amount to remain (10% Maintenance) $ 238,716.45 52 D. Pavement Original Bond amount posted $ 2,043,490.00 Current Bond amount remaining $ 2,043,490.00 Cost of Remaining Pavement Improvements $ 219,700.00 Recommended Bond amount to remain (Cost of Remaining Improvements Plus 10% Maintenance of Original Bond amount) $ 424,049.00 E. Lighting Original Bond amount posted $ 346,400.00 Current Bond amount remaining $ 346,400.00 Cost of Remaining Pavement Improvements $ 0.00 Recommended Bond amount to remain (10% Maintenance) $ 34,640.00 Total Bond Value to Remain: $ 912,097.55 If you have any questions or need additional information, please contact us. Very truly yours, BAXTER & WOODMAN, INC. CONSULTING ENGINEERS Matt Abbeduto, P.E. Construction Services Department Manager C: Jonathan S. Proulx, AICP, Community Development Director Scott Threewitt, P.E., Director of Public Works JoAnne Bowers, Pulte Homes Ty Morris, Pulte Homes Dave Boyd, Baxter & Woodman, Inc. P:\PFLDV\212160-Bronk Farm PER\60-Construction\Closeout and Documentation Approval\Reduction Request\Bond Reduction Request Bronk PH 1 Site Improvements - 062123.doc 53 June 21, 2023 Mr. Jake Melrose, AICP Economic Development Manager Village of Plainfield 24401 West Lockport Street Plainfield, IL 60544 Subject: Village of Plainfield – Bronk Farm Phases 1, 2 and 3 Mass Grading Bond Reduction Request – Bond # 800140615 Dear Mr. Melrose: Baxter & Woodman completed a review of Pulte Homes request to reduce the bond amounts on the above referenced project. Below is a breakdown of the current project status and our recommendations: EROSION CONTROL IMPROVEMENTS: Original Bond amount posted $ 540,819.90 Current Bond amount remaining $ 540,819.90 Cost of Remaining Improvements $ 0.00 Recommended Bond amount to remain (10% - Maintenance) $ 54,081.99 MASS EARTHWORK IMPROVEMENTS: Original Bond amount posted $ 2,150,240.00 Current Bond amount remaining $ 2,150,240.00 Cost of Remaining Improvements $ 0.00 Recommended Bond amount to remain (10% Maintenance) $ 215,024.00 Total Bond Value to Remain: $ 269,105.99 54 If you have any questions or need additional information, please contact us. Very truly yours, BAXTER & WOODMAN, INC. CONSULTING ENGINEERS Matt Abbeduto, P.E. Construction Services Department Manager C: Jonathan S. Proulx, AICP, Community Development Director Scott Threewitt, P.E., Director of Public Works JoAnne Bowers, Pulte Ty Morris, Pulte Dave Boyd, Baxter & Woodman, Inc. 55 P:\PFLDV\212160-Bronk Farm PER\60-Construction\Closeout and Documentation Approval\Reduction Request\Bond Reduction Request Bronk PH 1, 2, 3 Mass Grading - 062123.doc 56 REPORT SUMMARY TACO BELL – 12441 S IL ROUTE 59 CASE NO. 2008-042423.SU.SPR SUMMARY The applicant, Black River Bells LLC, is proposing to construct a 2,046 square foot building for a Taco Bell on 1.16 acres of land generally located at the northeast corner of Route 59 & Industrial Drive. The applicant is requesting special use approval for a planned development and site plan approval. ISSUES ❖ The Plan Commission requested alternate designs to review at the June 6th meeting providing cross access to southerly adjacent existing commercial development. ❖ The Plan Commission reviewed the alternates at the June 20th meeting with the majority preferring the alternate design #2. ❖ The Commission voted on the original plan proposed per the applicant’s request and provided a negative recommendation. ❖ The applicant has amended all plans to accommodate the preferred alternate design #2 per the Commission’s direction. RECOMMENDATION Prior to any public comment or Village Board feedback, staff recommends approval of the proposed PD & site plan. Should the Village Board concur, the following motion is offered for your consideration: Special Use for P.U.D. I move we adopt Ordinance No. approving the Planned Development for Taco Bell located on Lot 6 of Plainfield Business Park, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; Site Plan Review I move we approve the site plan review for the Taco Bell located on Lot 6 of Plainfield Business Park, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; Prepared by ______________________________________, July 5, 2023 Jake Melrose, AICP, Economic Development Director JOHN F. ARGOUDELIS PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally J. Larson Tom Ruane Brian Wojowski 57 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: JAKE MELROSE, AICP, E.D. DIRECTOR AMANDA MARTINEZ, ASSOCIATE PLANNER DATE: JULY 10, 2023 SUBJECT: REPORT TO THE BOARD OF TRUSTEES TACO BELL SPECIAL USE & SITE PLAN REVIEW CASE NO. 2008-042423.SU.SPR REQUEST: Special Use (Public Hearing) & Site Plan Review LOCATION: 12441 Route 59; NEC Route 59 & Industrial Dr APPLICANT: Black River Bells LLC CURRENT ZONING: B-3 PUD Highway Business District COMP. PLAN: General Commercial DISCUSSION The applicant, Black River Bells LLC, is proposing to construct a 2,046 square foot building for a Taco Bell on 1.16 acres of land generally located at the northeast corner of Route 59 & Industrial Drive. The subject site is part of the Plainfield Business Park planned unit development that was approved by the Village Board in 2004 (Ordinance No. 2416) and is identified as Lot 6 within the commercial subdivision. The applicant is requesting special use approval for a planned development and site plan approval. Existing Conditions/ Site Context The subject site is an outlot located approximately at the northeast corner of Industrial Drive and Route 59 (PIN 07-01-27-301-014-0000). The property is a 1.16-acre outlot that is zoned B-3 PUD and is identified as general commercial in the Comprehensive Future Land Use Plan. The outlot is Lot 6 of the Plainfield Business Park and is one of the last remaining lots in the commercial subdivision that currently sits undeveloped. The adjacent land uses, zoning and street classifications are as follows: North: Lot 4 & 5 in Plainfield Business Park (B-3 PUD) East: Outlot A in Plainfield Business Park (detention pond) South: Lot 7 in Plainfield Business Park (B-3 PUD); Industrial Dr (local street) West: Jeff’s Small Engine (B-3 PUD); Village of Plainfield Pressure Adjusting Station (R-1 PUD and B-3 PUD); Route 59 (major arterial) John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski 58 REPORT TO THE BOARD OF TRUSTEES Page #2 of 7 2008-042423.SU.SPR 07/03/2023 TACO BELL – 12441 RT 59 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org ANALYSIS The applicant is proposing a 2,046 square foot stand-alone building with a drive-through for a Taco Bell generally located at the northeast corner of Route 59 & Industrial Drive. The applicant is requesting special use approval to permit a planned development and site plan review approval. SPECIAL USE FOR P.U.D. The applicant is proposing to construct a 2,046 square foot Taco Bell restaurant with a drive through operation; in the B-3 Highway Business District, a restaurant use is permitted by right and a drive through use requires special use approval. The proposed planned development ordinance would grant the special use approval for the drive-through as well as the two zoning deviations below: Zoning Deviations The planned development (PUD) would include the following deviations from the Zoning Code: • Section 9-116(1)(g): “All commercial establishments shall incorporate sidewalks at least five (5) feet in width along all sides of the lot that abut a public street...” o Staff suggests including a deviation from Section 9-116(1)(g) as a part of the planned development since there has been inconsistent implementation of sidewalks. The properties to the north and south of the subject site do not have a sidewalk, thus, requiring the Taco Bell development to implement a sidewalk would mean there would be a sidewalk stubbed at both ends along Route 59. • Section 9-99(a)(2): “One (1) rear sign per building or per unit shall be permitted on any commercial building that backs up to an internal commercial street”. o The applicant is currently allowed one sign that faces the public street, Route 59, and one that faces the internal commercial drive. The PUD will allow for all elevations to have signage; the sign area of each sign will be reviewed through a sign permit application review in accordance with Section 9-99 (a)(4)(a). Staff deems the relief on signage is appropriate given the proposed additional signs are smaller in nature. Special Use Findings (Drive Through) In order for the Village to approve a special use for the drive through operation, it must make two findings of fact based on the specific circumstances of this project as follows: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor would it substantially diminish property values within the neighborhood; and Staff submits that the special use request for a drive through operation will not diminish property values nor will it be injurious to the use and enjoyment of properties in the immediate area. The subject site is surrounded by commercial properties, except for the Village’s Pressure Adjusting Station. 59 REPORT TO THE BOARD OF TRUSTEES Page #3 of 7 2008-042423.SU.SPR 07/03/2023 TACO BELL – 12441 RT 59 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org b. The establishment of the special use will not impede normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. Staff submits that the special use request will not impose on the orderly development in the surrounding area. The proposed Taco Bell development would fill vacant land in the Plainfield Business Park that fronts Route 59. Staff notes that development has been growing in the near vicinity of the subject site and submits that drive through uses are well suited along highway corridors, such as Route 59. P.U.D. Findings In order for the Village to approve a special use for a planned development (PUD) and the deviations associated with the specific case, the applicant must demonstrate additional findings as follows: a. The special use will not be injurious to the use and enjoyment of other property in the immediate area for the purposes already permitted, nor would it substantially diminish property values; North and east of the commercial subdivision consists of unincorporated industrial uses. South of the commercial subdivision has an existing mix of housing and commercial along Route 59. Staff finds that the proposed drive through operation will not diminish the use and enjoyment of adjacent properties as the commercial corridor is already in existence in the area. b. The establishment of the special use will not impede normal and orderly development and improvement of the adjacent properties for uses permitted in the subject zoning district. The proposed planned unit development will not impede the normal and orderly development of the adjacent properties. The proposed site plan and special use request is compatible with the adjacent properties. Staff submits that the proposed Taco Bell will stimulate development within the commercial corridor along Route 59. c. The planned development fulfills the objectives of the comprehensive plan and the land use policies of the Village and presents an innovative and creative approach to the development of land and living environments; The proposed restaurant and drive through use fulfill the intent of the Comprehensive Plan’s Future Land Use designation as “General Commercial” for the subject property located in the B-3 Highway Business District. According to land use policies of the Village, in order to add a drive through operation to the business, special use approval is required, and properties located only in B-1, B-3, and B-5 districts can request special use approval for such matter. d. The proposed land uses fulfill, or can reasonably be expected to fulfill, a need or demand for such uses within the Village; Staff finds that the proposed development fulfills a demand for a Taco Bell in the Village as well as a demand for quick serve restaurants along the highway corridors. The nearest Taco 60 REPORT TO THE BOARD OF TRUSTEES Page #4 of 7 2008-042423.SU.SPR 07/03/2023 TACO BELL – 12441 RT 59 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org Bell is located in Naperville, Joliet, Oswego, Romeoville, Bolingbrook and Shorewood. Drive through uses are commonplace in the highway corridors such as IL Route 59. e. The physical design of the planned development efficiently utilizes the land, adequately provides for transportation and public facilities, and preserves natural features of the site, and that the property is suitable for the proposed purposes and land uses; The subject site is a vacant lot without any existing vegetation to preserve. Additionally, the sidewalk requirement from Code has not been implemented for the lots north and south of the subject site, making it difficult to implement now with this case. Staff finds that the proposed planned development utilizes land appropriately by providing abundant landscaped areas rather than excess parking spaces for the business. The site plan proposes the utilization of the cross-access agreement. f. Any exceptions to bulk and density regulations of the underlying zoning shall be solely for the purpose of promoting an efficient and coordinated site plan, no less beneficial to the residents or occupants of such development, as well as the neighboring property, than would be obtained under the bulk and density regulations of this ordinance for buildings developed on separate zoning lots; Staff submits that the applicant is not seeking relief from bulk and density regulation as set forth in the Village’s Zoning Ordinance. Therefore, staff finds there will not be any negative impacts from the proposed site plan in regard to building height, floor area ratio, or required setbacks. g. The planned development meets the requirements and standards of the planned development regulations; The proposed development complies with the intent of the planned development regulations. Staff submits that the use is compatible with the surrounding properties, the proposed site plan does not inflict negative impacts to adjacent properties, and the deviations from the Code are reasonable requests. h. Open spaces and recreational facilities are provided; Staff submits that the proposed site plan provides open space for landscaping, more than a typical outlot. In a commercial subdivision without any residential uses, there are no associated impact fees to the park district. i. The planned development is compatible with the adjacent properties and the neighborhood, and along the periphery of the planned development, yards or setbacks shall be provided that meet or exceed the regulations of the district in which the planned development is located; Staff submits that the proposed Taco Bell development is compatible with the adjacent properties. The proposed site plan complies with the zoning regulations. 61 REPORT TO THE BOARD OF TRUSTEES Page #5 of 7 2008-042423.SU.SPR 07/03/2023 TACO BELL – 12441 RT 59 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org j. That the land uses permitted are necessary or desirable and are appropriate with respect to the primary purpose of the planned development; The proposed restaurant use is permitted by right. With an average of 30,600 drivers a day along Route 59, a drive through operation is desirable for consumers to get in and out of the site. The planned development has the intent of providing commercial uses and restaurants of all types so staff deems the proposed Taco Bell as appropriate within the planned development. k. That the land uses are not of such a nature, or so located, as to exercise a detrimental influence on the surrounding neighborhood. Staff submits that the proposed drive through use is not located in a detrimental nature, the revised site plan complies with the Zoning Code requirement for the proposed drive through to not face a public street. The closest residential property is located to the west of the subject site and is approximately 325 feet away, lot line to lot line. The drive through placement ensures that headlights would be facing the opposite direction from residential properties. Site Plan Review Site Plan/Access/ Circulation The site plan illustrates a 2,046 square foot building, a drive through, and a bypass lane adjacent to the drive through. The proposed development utilizes the existing internal drive for the commercial subdivision for ingress/egress to the site. Staff submits that roadways will not be negatively impacted by the drive through/site circulation. However, there is a concern for stacking of cars spilling over into the internal dive. The applicant utilizes the easement agreement in both site plan #1 and site plan #2 located on the southern shared lot line. Staff has requested a revised auto turn exhibit and final approval of both the special use and site plan review is contingent upon Fire District approval. Parking For a restaurant use, the Village Zoning Ordinance requires 1 parking space per 100 square feet of gross floor area. For the 2,046 square foot Taco Bell, there would need to be twenty-three (23) parking spaces which conforms to the Village Code. Additionally, there two (2) bike racks at the rear of the building. Per the Village Zoning Ordinance, drive through facilities require a stacking of four (4) vehicles at each bay window, lane, ordering station or machine. The proposed site plan shows eight (8) vehicles stacked, four (4) at the ordering station and four (4) at the pick-up window. Elevations/Façade/Architecture The site plan review ordinance requires an incorporation of high-quality materials that extend from the ground level to the top of the windows, horizontal architectural relief for elevations exceeding fifty (50) linear feet, and at least one architectural treatment. The proposed building consists of a combination of light gray and dark gray full brick on all elevations, exceeding the requirements of the Zoning Code. The building provides architectural treatments such as aluminum awnings, a taller brick wall for a prominent entrance, prominent cornices constructed of t-groove metal panels, 62 REPORT TO THE BOARD OF TRUSTEES Page #6 of 7 2008-042423.SU.SPR 07/03/2023 TACO BELL – 12441 RT 59 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org lighting, and artwork panels. Staff also considers the artwork panels as an addition to the building façade, not to be reviewed through sign permitting. Lighting The light poles proposed for the site are twenty-three (23) feet in height which complies with the Code requirement of being comparable in height to the principal building which is also twenty- three (23) feet in height. The photometrics plan do not exceed 0.5 footcandles at the lot lines and the proposed light fixtures are downlit/flathead to avoid any outward glare. Landscaping The submitted landscape plan highlighted the following and staff finds the plan to be in conformance with the Village’s Zoning Ordinance. • The applicant is proposing a total of nine (9) evergreen trees, nineteen (19) deciduous trees, 40+ large shrubs, and 40+ small shrubs including 100+ smaller plantings. • The applicant provided 59 plant units for the foundation landscaping which exceeds the Code requirement of 21 plant units. • The applicant has submitted a plant list that complies with the recommended species specified in the Village’s list of Approved Plants for Development. Staff suggested inclusion of native plantings which the applicant modified its original landscape design to accommodate this request. Stormwater Management Final engineering for the site improvements is not required at this time of the review. The detention pond for the Plainfield Business Park commercial subdivision is provided just east of Lot 6. Staff does note that the detention pond has received complaints about maintenance; the Village has not been able to coordinate with the LLC that owns the parcel with the detention pond on it. The applicant has been notified of the issue; however, staff does not associate the Taco Bell development to the lack of maintenance of the pond adjacent to them. Trash Enclosure A 23’x13’ trash enclosure is located on the southeast corner of the site. The trash enclosure is constructed of brick embossed concrete walls that will be painted to match the color of the primary building. The proposed trash enclosure aligns with the Code requirement of matching the material to the primary building’s material. Zoning Code Compliance Staff notes the following with respect to additional development standards of the B-3 zoning district: Development Standard Required Proposed Minimum Lot Area (sq ft) 43,560 sq ft 50,653 sq ft Minimum Lot Width (sq ft) 100 ft complies Maximum Building Height 35 ft 23 ft Floor-Area Ratio 0.4 0.04 Maximum Impervious Surface 80% 38% Minimum Front Setback 30 ft complies Minimum Interior Side Setback 15 ft complies 63 REPORT TO THE BOARD OF TRUSTEES Page #7 of 7 2008-042423.SU.SPR 07/03/2023 TACO BELL – 12441 RT 59 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 436-7093 Fax (815) 436-1950 www.plainfieldil.org Minimum Rear Setback 30 ft complies Drive through facilities 5 24 (admin. adjustment) Restaurant 20 PLAN COMMISSION SUMMARY On June 6, 2023, the Plan Commission reviewed a site plan for the proposed Taco Bell development along with the planned development request holding the required public hearing. The original plan was orientated east-west with the drive through lanes abutting the neighboring commercial development to the south (Vita Bella building) not allowing to connect the cross access. The Commission asked the applicant to provide alternative designs for the site and continued the case. The Commission reviewed two alternatives at the June 20, 2023 meeting that adjusted the orientation of the building running parallel with IL 59. The majority of the Commissioners were in favor of alternate design #2 which did provide cross access to the south. The applicant did request that the Commissioners vote on the original site design as they still wanted to proceed with that; however, if the Commission provided a negative vote they would speak with their clients and change the plans to the preferred alternate design #2. The Commission’s vote denied the recommendation for the original site plan and the applicant submitted the preferred alternate design with corresponding landscape and photometric plans that was preferred by the Plan Commission majority. CONCLUSION/ RECOMMENDATION Staff submits that the proposed development meets the findings of fact for the special use provisions and complies with the site plan review ordinance of the Zoning Code. The Plan Commission voted against the original design however the majority of the Plan Commissioners did support the newly proposed site design that provides cross access. Should the Village Board of Trustees concur, the following motions are offered for your consideration: Special Use for P.U.D. I move we adopt Ordinance No. approving the Planned Development for Taco Bell located on Lot 6 of Plainfield Business Park, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; Site Plan Review I move we approve the site plan review for the Taco Bell located on Lot 6 of Plainfield Business Park, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; 64 DO NOTENTER©2023 EXCEL ENGINEERING, INC. SHEET NUMBER PROJECT INFORMATION PROFESSIONAL SEAL JOB NUMBER Always a Better Plan 100 Camelot Drive Fond du Lac, WI 54935 920-926-9800 excelengineer.com 230075400NEW BUILDING FOR:TACO BELL - BLACK RIVER BELLS12441 ILLINOIS RTE. 59 ● PLAINFIELD, IL 60585NOT FOR CONSTRUCTIONPRELIMINARY DATES C1.1 CIVIL SITE PLAN APR. 25, 2023 MAY 11, 2023 MAY 26, 2023 JUNE 14, 2023 JUNE 23, 2023 JUNE 29, 2023 ALTERNATE: PROVIDE HEAVY DUTY CONCRETE IN PLACE OF ASPHALT PAVEMENT 65 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.1 0.1 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.3 0.3 0.4 0.4 0.4 0.3 0.2 0.1 0.1 0.1 0.1 0.2 0.2 0.3 0.4 0.4 0.4 0.4 0.5 0.7 0.8 0.9 0.8 0.5 0.1 0.1 0.2 0.2 0.3 0.3 0.3 0.5 0.8 0.7 0.8 0.8 0.7 1.0 1.4 1.6 1.5 1.1 0.3 0.2 0.4 0.5 0.6 0.5 0.5 0.8 1.5 1.8 1.9 1.2 0.9 1.2 1.8 2.4 2.3 1.7 0.5 0.5 1.6 2.4 0.7 0.1 0.9 3.9 0.9 0.1 0.3 0.1 0.1 1.0 0.1 0.1 0.2 4.0 2.7 3.1 3.0 3.5 0.8 0.1 0.1 0.1 0.4 4.2 2.3 2.3 2.7 3.1 3.5 0.6 0.1 0.1 0.1 0.2 0.4 4.0 1.9 1.0 1.1 1.1 1.1 1.1 1.2 1.3 2.1 2.6 2.7 0.5 0.1 0.1 0.1 0.3 0.6 4.0 2.1 0.5 2.1 2.2 0.3 0.1 0.1 0.1 0.3 0.6 4.2 3.0 0.2 2.0 2.5 0.4 0.1 0.1 0.3 0.7 4.4 4.0 3.7 2.1 0.5 0.1 0.1 0.2 0.5 0.4 0.1 0.1 0.3 0.7 0.1 0.1 0.1 0.7 0.1 0.1 0.3 0.6 0.8 1.0 1.4 2.6 1.8 2.9 1.5 0.8 0.7 0.9 1.3 2.3 0.4 0.1 0.2 0.3 0.5 0.9 1.7 2.1 1.9 1.0 0.6 0.4 0.7 1.2 2.0 2.9 0.4 0.1 0.1 0.2 0.3 0.6 0.9 0.8 0.9 0.7 0.4 0.4 0.6 1.1 1.7 2.1 0.3 0.1 0.1 0.2 0.3 0.4 0.4 0.4 0.4 0.3 0.3 0.4 0.8 1.2 1.3 0.1 0.1 0.1 0.2 0.2 0.2 0.2 0.2 0.2 0.2 0.3 0.5 0.6 0.4 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.2 0.3 0.3 0.3 0.2 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.1 0.7 1.0 1.1 0.9 0.8 1.1 2.2 2.9 1.7 1.1 1.5 2.3 3.2 3.3 1.3 1.7 1.9 1.6 1.4 1.9 3.1 3.5 2.7 1.7 2.1 2.9 3.9 3.7 3.5 1.3 2.1 2.8 2.6 2.2 2.0 2.8 4.0 2.8 3.5 3.7 2.5 2.5 3.2 4.3 4.0 3.8 0.2 1.7 2.8 3.6 3.4 2.5 2.2 3.2 4.2 4.2 4.3 3.9 2.9 2.8 3.4 4.4 4.1 3.7 2.8 4.3 4.7 2.5 3.1 3.6 3.6 3.7 3.5 4.1 3.9 2.7 2.4 4.9 1.9 2.2 2.5 2.6 2.6 2.5 3.1 2.1 2.0 4.9 5.0 2.4 1.6 3.3 5.1 5.1 2.0 1.4 2.8 4.2 4.8 2.2 1.6 2.3 3.4 4.3 3.2 2.9 1.9 1.9 2.8 3.6 3.6 4.1 4.4 4.2 4.2 3.6 2.4 1.9 1.7 2.0 2.8 3.6 3.5 2.7 1.3 2.0 2.6 2.9 3.6 4.3 3.1 3.9 3.5 2.1 1.7 1.5 1.9 2.7 3.8 3.7 3.4 0.7 1.3 1.7 1.9 2.5 3.4 3.8 3.3 2.6 1.4 1.2 1.3 1.6 2.5 3.7 3.6 3.4 3.4 3.4 2.8 2.8 1.9 1.9 1.3 1.1 0.8 0.6 0.5 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 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 0.1 5.2 L14H @ 23' L13 @ 23' L13 @ 23' L13H @ 23' L14H @ 23' Statistics Description Symbol Avg Max Min Max/Min Avg/Min Calc Zone #1 0.7 fc 5.2 fc 0.0 fc N/A N/A PARKING LOT 2.8 fc 5.2 fc 0.1 fc 52.0:1 28.0:1 Schedule Symbol Label Quantity Manufacturer Catalog Number Number Lamps Lumens Per Lamp Light Loss Factor Wattage Wattage L14H 2 LSI INDUSTRIES, INC. MRM-LED-18L-SIL-FT- 40-70CRI-IL 1 12407 1 135 L13 2 LSI INDUSTRIES, INC. MRM-LED-18L-SIL-3-40- -70CRI 1 19469 1 135 L13H 1 LSI INDUSTRIES, INC. MRM-LED-18L-SIL-3-40- -70CRI-IL 1 13451 1 135 66 DO NOTENTER2 NS 1 BC 6 BMV2 BHS 1 BC 7 SGJ 1 VFE Lawn 1 SWO 4 KCPJ 2 MKL 7 BMV 5 DF 1 SWO 1 BC 1 BC Lawn Lawn Lawn Lawn 3 SBW Monument Sign 10 GVB 6 PDS 16 NFS 1 NRO 2 JTL-s 11 KCPJ 7 NFS 12 SGJ 20 NFS 1 TCH 2 JTL-s 4 BMV 13 KKC 9 PDS 2 NS 4 BMV 1 EWP 5 SBW 1 VFE 3 SVMG 7 GGA 1 PSG 3 SBW 3 EBH 3 GVB 3 SBW 6 EBH 6 GVB 5 KFRG 7 HRD 3 SBW 3 KCPJ 2 SBW 1 SHL 18 SBA 3 KFRG 3 KCPJ 6 KFRG 3 NFS 5 HRD 4 KKC 3 SBW 14 KFRG 3 SVMG 3 FVJ 8 MV 1 CLH 1 EWP 8 HC 1 NRO 1 EWP 8 MV 1 CLH Gravel Mulch 11 KCPJ SHEET NUMBER DATE PROJECT NUMBER SHEET TITLE PROJECT MANAGER PROJECT DESCRIPTIONDATE ISSUANCE AND REVISIONS 06.28.23 23-018 WDH 4.24.23 FIRST ISSUE TACO BELL RESTAURANT 12441 IL Route 59 Plainfield, IL 60585 Information contained herein is based on survey information, field inspection, and believed to be accurate. These plans were prepared by: W. David Heller, ASLA Registered Landscape Architect #157-000558 4.26.23 CLIENT REVISIONS 5.31.23 CITY COMMENTS 6.28.23 REV. SITE PLAN L 1.0 OVERALL LANDSCAPE PLAN OVERALL LANDSCAPE PLAN NORTH Scale: 1" = 16'0"HELLER &ASSOCIATES, LLCL A N D S C A P E A R C H I T E C T U R EP.O. Box 1359Lake Geneva, Wisconsin 53147-1359ph 262.639.9733david@wdavidheller.comwww.wdavidheller.comPLANT ABBREVIATIONS CODE REQUIREMENTS 67 DO NOTENTER2 NS 1 BC 6 BMV2 BHS 1 BC 7 SGJ 1 VFE Lawn 1 SWO 4 KCPJ 2 MKL 7 BMV 5 DF 1 SWO 1 BC 1 BC Lawn Lawn Lawn Lawn 3 SBW Monument Sign 10 GVB 6 PDS 16 NFS 1 NRO 2 JTL-s 11 KCPJ 7 NFS 12 SGJ 20 NFS 1 TCH 2 JTL-s 4 BMV 13 KKC 9 PDS 2 NS 4 BMV 1 EWP 5 SBW 1 VFE 3 SVMG 7 GGA 1 PSG 3 SBW 3 EBH 3 GVB 3 SBW 6 EBH 6 GVB 5 KFRG 7 HRD 3 SBW 3 KCPJ 2 SBW 1 SHL 18 SBA 3 KFRG 3 KCPJ 6 KFRG 3 NFS 5 HRD 4 KKC 3 SBW 14 KFRG 3 SVMG 3 FVJ 8 MV 1 CLH 1 EWP 8 HC 1 NRO 1 EWP 8 MV 1 CLH Gravel Mulch 11 KCPJ SHEET NUMBER DATE PROJECT NUMBER SHEET TITLE PROJECT MANAGER PROJECT DESCRIPTIONDATE ISSUANCE AND REVISIONS 06.28.23 23-018 WDH 4.24.23 FIRST ISSUE TACO BELL RESTAURANT 12441 IL Route 59 Plainfield, IL 60585 Information contained herein is based on survey information, field inspection, and believed to be accurate. These plans were prepared by: W. David Heller, ASLA Registered Landscape Architect #157-000558 4.26.23 CLIENT REVISIONS 5.31.23 CITY COMMENTS 6.28.23 REV. SITE PLAN L 1.1 ENLARGED LANDSCAPE PLAN ENLARGED LANDSCAPE PLAN NORTH Scale: 1" = 10'0"HELLER &ASSOCIATES, LLCL A N D S C A P E A R C H I T E C T U R EP.O. Box 1359Lake Geneva, Wisconsin 53147-1359ph 262.639.9733david@wdavidheller.comwww.wdavidheller.comPLANT ABBREVIATIONS 68 1. Contractor responsible for contacting JULIE - Utility Locators (811 or 800-892-0123) to have site marked prior to excavation or planting. 2. Contractor to verify all plant quantities shown on Plant & Material List and landscape planting symbols and report any discrepancies to Landscape Architect or General Contractor. 3. All plantings shall comply with standards as described in American Standard of Nursery Stock - Z60.1 ANSI (latest version). Landscape Architect reserves the right to inspect, and potentially reject any plants that are inferior, compromised, undersized, diseased, improperly transported, installed incorrectly or damaged. No sub-standard "B Grade" or "Park Grade" plant material shall be accepted. Plant material shall originate from nursery(ies) with a similar climate as the planting site. 4. Any potential plant substitutions must be approved by Landscape Architect or Owner. All plants must be installed as per sizes indicated on Plant & Material Schedule, unless approved by Landscape Architect. Any changes to sizes shown on plan must be submitted in writing to the Landscape Architect prior to installation. 5. Topspoil in Parking Lot Islands (if applicable): All parking lot islands to be backfilled with topsoil to a minimum depth of 12" to insure long-term plant health. Topsoil should be placed within 3" of finish grade by General Contractor / Excavation Contractor during rough grading operations/activity. The landscape contractor shall be responsible for the fine grading of all disturbed areas, planting bed areas, and lawn areas. Crown all parking lot islands a minimum of 4" to provide proper drainage, unless otherwise specified. 6. Tree Planting: Plant all trees slightly higher than finished grade at the root flare. Remove excess soil from the top of the root ball, if needed. Remove and discard non-biodegradable ball wrapping and support wire. Removed biodegradable burlap and wire cage (if present) from the top 1 3 of the rootball and carefully bend remaining wire down to the bottom of the hole. Once the tree has been placed into the hole and will no longer be moved, score the remaining 2 3 of the burlap and remove the twine. Provide three slow release fertilizer for each tree planted. 7. Tree Planting: Backfill tree planting holes 80% existing soils removed from excavation and 20% plant starter mix. Avoid air pockets and do not tamp soil down. Discard any gravel, rocks, heavy clay, or concrete pieces. When hole is 2 3 full, trees shall be watered thoroughly, and water left to soak in before proceeding to fill the remainder of the hole. Water again to full soak in the new planting. Each tree shall receive a 3" deep, 4-5' diameter (see planting details or planting plan) shredded hardwood bark mulch ring around all trees planted in lawn areas. Do not build up any mulch onto the trunk of any tree. Trees that are installed incorrectly will be replaced at the time and expense of the Landscape Contractor. 8. Shrub Planting: All shrubs to be planted in groupings as indicated on the Landscape Plan. Install with the planting of shrubs a 5050 mix of plant starter with topsoil. Install topsoil into all plant beds as needed to achieve proper grade and displace undesirable soil (see planting detail). Remove all excessive gravel, clay and stones from plant beds prior to planting. When hole(s) are 23 full, shrubs shall be watered thoroughly, and water left to soak in before proceeding. Provide slow-release fertilizer packets at the rater of 1 per 24" height/diameter of shrub at planting. 9. Mulching: All tree and shrub planting beds to receive a 3" deep layer of high quality shredded hardwood bark mulch (not pigment dyed or enviro-mulch). All perennial planting areas (groupings) shall receive a 2" layer of double-shredded hardwood bark mulch, and groundcover areas a 2" layer of the same mulch. Do not mulch annual flower beds (if applicable). Do not allow mulch to contact plant stems and tree trunks. 10. Edging: All planting beds shall be edged with a 4" deep spade edge using a flat landscape spade or a mechanical edger. Bedlines are to be cut crisp, smooth as per plan. A clean definition between landscape beds and lawn is required. Pack mulch against lawn edge to hold in place. 11. Plant bed preparation: All perennial, groundcover and annual areas (if applicable) are required to receive a blend of organic soil (Soil Amendments) amendments prior to installation. Roto-till the following materials at the following ratio, into existing soil beds or installed topsoil beds to a depth of approximately 8"-10" Per 100 SF of bed area: 3 4 CY Peat Moss or Mushroom Compost 3 4 CY blended/pulverized Topsoil 2 pounds starter fertilizer 14 CY composted manure 12. Installation preparation for all seeded areas: remove/kill off any existing unwanted vegetation prior to seeding. Prepare the topsoil (if adequate or provide as in item #6 above) and seed bed by removing all surface stones 1" or larger. Apply a starter fertilizer and specified seed uniformly at the specified rate, and provide mulch covering suitable to germinate and establish turf. Provide seed and fertilizer specifications to Landscape Architect and Owner prior to installation. Erosion control measures are to be used in swales and on slopes in excess of 1:3 and where applicable (see Civil Engineering Drawings). Methods of installation may vary are the discretion of the Landscape Contractor on his/her responsibility to establish and guarantee a smooth, uniform, quality turf. A minimum of 2" of blended, prepared and non-compacted topsoil is required for all lawn areas. If straw mulch is used as a mulch covering, a tackifier may be necessary to avoid wind dispersal of mulch covering. Marsh hay containing reed canary grass is NOT acceptable as a mulch covering. An acceptable quality seed installation is defined as having: No bare spots larger than one (1) square foot No more than 10% of the total area with bare areas larger than one (1) square foot A uniform coverage through all turf areas 13. Warranty and Replacements: All plantings are to be watered thoroughly at the time of planting, through construction and upon completion of project as required. Trees, Evergreens, and Shrubs (deciduous and evergreen) shall be guaranteed (100% replacement) for a minimum of one (1) year from the date of project completion. Perennials, groundcovers, and ornamental grasses shall be guaranteed for a minimum of one (1) growing season. Perennials, groundcovers, and ornamental grasses planted after September 15th shall be guaranteed through May 31st of the following year. Only one replacement per plant will be required during the warranty period, except for losses or replacements due to failure to comply with specified requirements. Watering and general ongoing maintenance instructions are to be supplied by the Landscape Contractor to the Owner upon completion of the project. 14. The Landscape Contractor is responsible for the watering and maintenance of all landscape areas for a period of 45 days after the substantial completion of the landscape installation. This shall include all trees, shrubs, evergreens, perennials, ornamental grasses, turf grass, no-mow grass, and native prairie seed mix / stormwater seed mix. Work also includes weeding, edging, mulching (only if required), fertilizing, trimming, sweeping up grass clippings, pruning and deadheading. 15. Project Completion: Landscape Contractor is responsible to conduct a final review of the project, upon completion, with the Landscape Architect, Client or Owner / Client Representative, and the General Contractor to answer questions, provide written care instructions for new plantings and turf, and insure that all specifications have been met. SHADE TREE PLANTING N.T.S.SECTION EVERGREEN TREE PLANTING SECTION PLANT TREE AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PLANT SLIGHTLY HIGHER THAN SURROUNDING FINISHED GRADE. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. N.T.S.N.T.S.SECTION GROUNDCOVER / PERENNIAL PLANTING N.T.S.SECTION DETAIL EVERGREEN SHRUB PLANTING N.T.S.SECTION BALLED & BURLAPPED POTTEDFIBER POT CONTAINER CAREFULLY REMOVE PLANT FROM PLASTIC POT & SCORE ROOTS 1" DEEP WITH A SHARP KNIFE. USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONG BEDLINE CAREFULLY REMOVE PLANT FROM PLASTIC POT & SCORE ROOTS 1" DEEP WITH A SHARP KNIFE. N.T.S.SECTION PE R S C H E D U L E (8- 2 4 " T Y P . ) DETAILDETAILDETAIL DETAIL DETAIL ORNAMENTAL GRASS PLANTING N.T.S.SECTION PER S C H E D U L E (15- 3 6 " T Y P . ) DETAIL PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE.USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONG BEDLINE N.T.S. DETAIL STONE MULCH / EDGE DETAIL SECTION DECIDUOUS SHRUB PLANTING (B&B) DECIDUOUS SHRUB PLANTING (POTTED) REMOVE 'V' CROTCHES, STUBS, DOUBLE LEADERS AND OVERLAPPING / RUBBING PRUNE PLANTS (IF NEEDED) ONLY AFTER PLANTING. PRUNING IS SUBJECT TO TIME OF YEAR, AND SPECIFIC TREE SPECIES. WRAP TREE IN FALL FOR PROTECTION FROM DEER (IF APPLICABLE). 3" DEPTH STONE MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST TREE TRUNK. REMOVE BURLAP, SYNTHETIC TWINE, AND WIRE CAGE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP ONCE TREE IS IN PLACE,AND STRAIGHTENED. CAREFULLY BEND REMAINING CAGE DOWN TO BOTTOM OF HOLE. INSTALL ONE (1) SLOW RELEASE FERTILIZER PACKET PER 1" CALIPER OF TREE. PLACE AGAINST ROOT BALL. LANDSCAPE FABRIC AROUND TREE EDGE RESTRAINT (SEE PLANT SCHEDULE) DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED SOIL - AVOID AIR POCKETS BY TAMPING SOIL MIXTURE IN 4" LIFTS. EXISTING SUBGRADE USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONG BEDLINE USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONG BEDLINE USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONGBEDLINE USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONGBEDLINE PLANT TREE AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PLANT SLIGHTLY HIGHER THAN SURROUNDING FINISHED GRADE. REMOVE STUBS, AND OVERLAPPING, BROKEN OR RUBBING BRANCHES. PRUNE PLANTS (IF NEEDED) ONLY AFTER PLANTING. PRUNING IS SUBJECT TO TIME OF YEAR, AND SPECIFIC TREE SPECIES. 3" DEPTH STONE MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST TREE TRUNK. REMOVE BURLAP, SYNTHETIC TWINE, AND WIRE CAGE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP ONCE TREE IS IN PLACE,AND STRAIGHTENED. CAREFULLY BEND REMAINING CAGE DOWN TO BOTTOM OF HOLE. INSTALL ONE (1) SLOW RELEASE FERTILIZER PACKET PER 24" HEIGHT OF TREE. PLACE AGAINST ROOT BALL. LANDSCAPE FABRIC AROUND TREE EDGE RESTRAINT (SEE PLANT SCHEDULE) DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED SOIL - AVOID AIR POCKETS BY TAMPING SOIL MIXTURE IN 4" LIFTS. EXISTING SUBGRADE WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PRUNE OUT DEAD & BROKEN BRANCHES; RETAIN NORMAL PLANT SHAPE. 3" DEPTH STONE MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST STEMS, OR BURY BOTTOM BRANCHES. REMOVE BURLAP AND SYNTHETIC TWINE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP. INSTALL ONE SLOW RELEASE FERTILIZER PACKETS AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED PLANTING MIX - AVOID AIR POCKETS BY TAMPING MIXTURE IN 4" LIFTS. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. LANDSCAPE FABRIC PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PRUNE OUT DEAD & BROKEN BRANCHES; RETAIN NORMAL PLANT SHAPE. 3" DEPTH STONE MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST STEMS, OR BURY BOTTOM BRANCHES. REMOVE BURLAP AND SYNTHETIC TWINE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP. INSTALL ONE SLOW RELEASE FERTILIZER PACKETS AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED PLANTING MIX - AVOID AIR POCKETS BY TAMPING MIXTURE IN 4" LIFTS. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. LANDSCAPE FABRIC PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. PRUNE OUT DEAD & BROKEN BRANCHES; RETAIN NORMAL PLANT SHAPE. 3" DEPTH STONE MULCH OVER SOIL RING; DO NOT PLACE MULCH AGAINST STEMS, OR BURY BOTTOM BRANCHES. REMOVE BURLAP AND SYNTHETIC TWINE FROM TOP 13 OF ROOTBALL. SCORE REMAINING 23 OF BURLAP. INSTALL ONE SLOW RELEASE FERTILIZER PACKETS AGAINST ROOT BALL. DIG HOLE 2X WIDER THAN DIAMETER OF ROOT BALL. BACK FILL WITH SPECIFIED PLANTING MIX - AVOID AIR POCKETS BY TAMPING MIXTURE IN 4" LIFTS. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. LANDSCAPE FABRIC SPACING OF PERENNIALS WILL VARY ON THE VARIETY OF PERENNIAL SELECTED. SPACING PLAN - IF NOT INDICATED ON PLANT & MATERIAL LIST. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PLANTING MIX DEPTH OF 9" TO BE ROTO-TILLED AT ALL PERENNIAL AREAS. 2" SMALL GRAVEL MULCH REMOVE BROKEN, BENT, DEAD OR DISEASED LEAVES/STEMS AFTER PLANTING. CAREFULL REMOVE PLANT FROM CONTAINER; SCORE ROOTS ON ALL SIDES; HAND TAMP INTO PLACE TO PROTECT PLANT. PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. LANDSCAPE FABRIC SCARIFY EXISTING SUBGRADE USE EDGING AROUND PERIMETER OF GRAVEL MULCH AREA OR ALONGBEDLINE SPACING OF PERENNIALS WILL VARY ON THE VARIETY OF PERENNIAL SELECTED. SPACING PLAN - IF NOT INDICATED ON PLANT & MATERIAL LIST. WATER IMMEDIATELY AFTER PLANTING WITH A THOROUGH AND DEEP, SLOW RELEASE WATERING. PLANTING MIX DEPTH OF 9" TO BE ROTO-TILLED AT ALL PERENNIAL AREAS. 2" SMALL GRAVEL MULCH REMOVE BROKEN, BENT, DEAD OR DISEASED LEAVES/STEMS AFTER PLANTING. CAREFULL REMOVE PLANT FROM CONTAINER; SCORE ROOTS ON ALL SIDES; HAND TAMP INTO PLACE TO PROTECT PLANT. PLANT SHRUB AT SAME LEVEL AS PREVIOUS GROWING CONDITION AT ROOT FLARE. LANDSCAPE FABRIC SCARIFY EXISTING SUBGRADE TOP OF GRAVEL SHOULD BE APPROXIMATELY 1/2" BELOW THE TOP LIP OF THE EDGE RESTRAINT. 18" x 4" ALUMINUM EDGE RESTRAINT; MILL FINISH;STAKED EVERY 24". TOPSOIL / PLANTING MIX TURFGRASS (TYPICAL) 3" (+/-) STONE MULCH (SEE PLAN FOR STONE TYPE) SUBGRADE PERMEABLE LANDSCAPING FABRIC 1 2 3 4 5 6 7 8 HELLER &ASSOCIATES, LLCL A N D S C A P E A R C H I T E C T U R EP.O. Box 1359Lake Geneva, Wisconsin 53147-1359ph 262.639.9733david@wdavidheller.comwww.wdavidheller.comSHEET NUMBER DATE PROJECT NUMBER SHEET TITLE PROJECT MANAGER PROJECT DESCRIPTIONDATE ISSUANCE AND REVISIONS 06.28.23 23-018 WDH 4.24.23 FIRST ISSUE TACO BELL RESTAURANT 12441 IL Route 59 Plainfield, IL 60585 Information contained herein is based on survey information, field inspection, and believed to be accurate. These plans were prepared by: W. David Heller, ASLA Registered Landscape Architect #157-000558 4.26.23 CLIENT REVISIONS 5.31.23 CITY COMMENTS 6.28.23 REV. SITE PLAN L 1.2 LANDSCAPE DETAILS, NOTES & SCHEDULES PLANTING & HARDSCAPE DETAILS PLANT & MATERIAL SCHEDULELANDSCAPE GENERAL NOTES 69 ORDINANCE NO. AN ORDINANCE AUTHORIZING THE ISSUANCE OF A SPECIAL USE PERMIT FOR A PLANNED DEVELOPMENT FOR PROPERTY LOCATED AT 12441 IL ROUTE 59, IN THE VILLAGE OF PLAINFIELD, WILL COUNTY, ILLINOIS WHEREAS, the Village of Plainfield has considered an application for a special use permit for a Planned Development and the Plainfield Plan Commission has made certain findings based on the evidence presented in said case that: a. The planned development fulfills the objectives of the comprehensive plan and the land use policies of the Village and presents an innovative and creative approach to the development of land and living environments; b. The proposed land uses fulfill, or can reasonably be expected to fulfill, a need or demand for such uses within the Village; c. The physical design of the planned development efficiently utilizes the land, adequately provides for transportation and public facilities, and preserves natural features of the site, and that the property is suitable for the proposed purposes and land uses; d. Any exceptions to bulk and density regulations of the underlying zoning shall be solely for the purpose of promoting an efficient and coordinated site plan, no less beneficial to the residents or occupants of such development, as well as the neighboring property, than would be obtained under the bulk and density regulations of this ordinance for buildings developed on separate zoning lots; e. The planned development meets the requirements and standards of the planned development regulations; f. Open spaces and recreational facilities are provided; g. The planned development is compatible with the adjacent properties and the neighborhood, and along the periphery of the planned development, yards or setbacks shall be provided that meet or exceed the regulations of the district in which the planned development is located; h. That the land uses permitted are necessary or desirable and are appropriate with respect to the primary purpose of the planned development; and i. That the land uses are not of such a nature, or so located, as to exercise a detrimental influence on the surrounding neighborhood. 70 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 President and Board of Trustees of the Village of Plainfield hereby adopt and incorporate as their own, the above findings recited. Section 2: Approval – Subject to the conditions set forth below, the President and Board of Trustees of the Village of Plainfield hereby approve the application for a Planned Development for a new Taco Bell development on certain property located at 12441 S IL Route 59 (Lot 6 of the Plainfield Business Park), legally described as follows: LOT I-6 IN PLAINFIELD BUSINESS PARK PUD, BEING A RESUB OF LOTS I- 1 THRU I-8 IN WOLF CREEK INDUSTRIAL PHASE III STERLING ESTATES, A SUB OF PRT OF THE SW1/4 OF SEC 27, T37N-R9E. PINs: 07-01-27-301-014-0000 Property Addresses: 12441 S IL Route 59 Section 4: Planned Development Requirements - Any deviation or variation to the Zoning Ordinance or Subdivision Ordinance shall be resolved in favor of the attached plans and exhibits, subject to the interpretation of the Village of Plainfield Planning Director. Any standards not addressed below shall be governed by the zoning code, as amended. 1. “Drive-through” shall be a permitted use. 2. One wall sign shall be permitted for every façade (front, side, side, rear) deviating from Section 9-99.a.3 however, the design and construction shall be in accordance with all other wall sign regulations in Section 9-99.a and all signage shall require a sign permit application with the Village prior to implementation. The two side and one rear wall signs shall adhere to the rear wall signage sizing per Section 9-99.4.a. 3. The development shall be allowed to not install a sidewalk across the IL Route 59 frontage deviating from Section 9-116(1)(g); however, the applicant shall provide a fee in lieu commensurate with the cost of the sidewalk construction for the subject property determined by the Village at final engineering review, unless waived by the Director of Public Works. Section 3: Conditions – That said special use permit shall be subject to the following conditions: 71 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; Section 4: 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 5: 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 6: Effective Date – This Ordinance shall be in full force and effect from and after its passage and approval. PASSED THIS ______ DAY OF ____________, 2023. AYES: NAYS: ABSENT: APPROVED THIS ______ DAY OF ____________, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK 72 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally Larson Tom Ruane Brian Wojowski REPORT SUMMARY 248TH AVE APARTMENTS CASE NUMBER 2015-052623.SPR.PP.FP SUMMARY The applicant, AR Building, is proposing a 13.3-acre age-restricted residential development for the property generally located at the northeast corner of W 127th Street and S 248th Avenue. The proposed development would include 102 apartment dwelling units and 55 townhome dwelling units. The proposed gross density is 11.8 dwelling units per acre. This proposal requires Site Plan Review, Preliminary Plat and Final Plat. ISSUES The Plan Commission considered the case at its meeting on June 20, 2023 and forwards a negative recommendation (3-2) to the Village Board. Although this case does not require a public hearing, neighbors wrote emails and appeared at the meeting to voice concerns, primarily traffic. This project was reviewed at the Committee of the Whole meeting on June 26, 2023. The applicant has not made any significant changes to the site plan layout or plats since that meeting. The plans and the use comply with the annexation agreement and the zoning code, as applicable. RECOMMENDATION Prior to discussion at the Committee of the Whole meeting, staff recommends approval of the proposed site plan, preliminary plat, & final plat of subdivision. Should the Village Board concur, the following motions are offered for your consideration: SITE PLAN REVIEW MOTION I move we recommend approval of the requested site plan review for the property located at the northeast corner of W 127th Street and S 248th Avenue, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 73 PRELIMINARY PLAT MOTION I move we recommend approval of the Preliminary Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. FINAL PLAT MOTION I move we recommend approval of the Final Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. Prepared by ______________________________________, July 5, 2022 Rachel Riemenschneider, Planner 74 John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Harry Benton Kevin M. Calkins Patricia T. Kalkanis Cally Larson Tom Ruane Brian Wojowski TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: RACHEL RIEMENSCHNEIDER, PLANNER MEETING DATE: JULY 10, 2023 SUBJECT: REPORT TO THE BOARD OF TRUSTEES 248TH AVE APARTMENTS CASE NUMBER 2015-052623.SPR.PP.FP REQUEST: Site Plan Review Preliminary Plat of Subdivision Final Plat of Subdivision APPLICANT: AR Building Company, Inc. LOCATION: Northeast corner of W 127th Street and S 248th Street ZONING: I-1 PUD (Office, Research, and Light Industrial District) COMP PLAN: Medical District DISCUSSION The applicant, AR Building, is proposing a 13.3-acre age-restricted residential development for the property generally located at the northeast corner of W 127th Street and S 248th Avenue (PINs: 07-01-28-301-001-0000, 07-01-28-301-002-0000, 07-01-28-301-003-0000). The proposed development would include 102 apartment dwelling units (in two apartment buildings) and 55 townhome dwelling units (in eleven townhome buildings). The proposed gross density is 11.8 dwelling units per acre. This proposal requires the following action: • Site Plan Review for two (2) apartment buildings (102 units), eleven (11) townhome buildings (55 units), a club house, and common area • Preliminary and Final Plat of Subdivision to combine the three (3) existing parcels into one (1) parcel The applicant originally applied for and brought before the Plan Commission a larger apartment project which required rezoning and amending the annexation agreement. Since their previously withdrawn application, the applicant has reduced the total number of dwelling units, has reduced 75 REPORT TO THE BOARD OF TRUSTEES Page #2 of 5 248TH AVE APARTMENTS 7/10/2023 CASE NUMBER 2015-052623.SPR.PP.FP the density adjacent to Northpointe, and has modified the use to senior independent living, which is a permitted use under the annexation agreement. Because this project is fully compliant with the annexation agreement, a public hearing was not required for this case. However, staff received a number of emails voicing concerns about the project; those emails are included in this packet. EXISTING CONDITIONS Site Context The subject site is located at the northeast corner of W 127th Street and S 248th Avenue, directly west of Edward-Elmhurst Hospital. These parcels are currently vacant, unimproved land. The adjacent land uses, zoning, and street classifications are as follows: North: Single Family Residential – Northpointe (R-1 PUD) East: Edward-Elmhurst Hospital (I-1 PUD) South: W 127th St (Minor Arterial); Single Family/Townhome Residential – Bronk Farm (R-1 PUD) West: S 248th Avenue (Major Collector); Vacant (B-1 PUD); Daycare – The Children’s Courtyard (B-1 PUD) History The subject property, along with the Edward-Elmhurst Hospital campus to the east, was annexed into the Village of Plainfield in 2004 (Ord. 2435). Along with this action, the Village approved: an annexation agreement (Ord. 2434); rezoning from R-1 to OCI (Office, Commercial, and Institutional District), which is now equivalent to the I-1 zoning district (Ord. 2436); and a special use for planned development (Ord. 2437). On the concept plans included in the annexation agreement, the subject property is identified as the “outlots”. The annexation agreement will expire in November 2024 and the property will revert to the underlying zoning – I-1 Office, Research, and Light Industrial District. SITE PLAN REVIEW A. Land Plan Site Plan The overall site encompasses approximately 13.3 acres. The plan includes 2 apartment buildings and 11 townhome buildings, open space, a private clubhouse, pool, and stormwater management. The table below shows the details of the proposed residential buildings within the development: Table 1. Building Summary Buildings 1 bedroom 2 bedroom Apartments (44’10.5” in height) 2 buildings 51 units per building 54 units 48 units 761 – 949 sq ft 875 – 1,170 sq ft Townhomes (18’10” in height) 11 buildings 4-6 units per building 0 units 55 units - +/- 1,600 sq ft 76 REPORT TO THE BOARD OF TRUSTEES Page #3 of 5 248TH AVE APARTMENTS 7/10/2023 CASE NUMBER 2015-052623.SPR.PP.FP The development would have a density of 11.8 dwelling units per acre; neither the Annexation Agreement nor the underlying zoning district provide a maximum density. The private clubhouse would be 3,380 square feet and include a mail area, fitness center, lounge, and sales office. Access and Circulation The project provides two points of access, both off S 248th Avenue. The southern access point, which is aligned with the access drive on the west side of S 248th Avenue, would be full access and features a landscape area. The northern access point would be restricted, right-in/right-out. The applicant has informed staff that they inquired about connecting to the access drive that circulates the Edward-Elmhurst campus. The owner of that property indicated that the applicant would not be permitted access. However, part of that drive is on the subject property. They have provided an access easement on this area. Regarding pedestrian circulation, the applicant has provided for a public sidewalk along S 248th Avenue to connect existing sidewalks at Northpointe and W 127th Street. There is also a network of internal sidewalks connecting each building to parking areas and the recreational amenities. The applicant has provided a traffic study which indicates that no road improvements are necessary to support traffic generated by this project. Parking The applicant has proposed 168 parking spaces for the apartments and club house. This exceeds the annexation agreement requirement, which is 0.5 parking spaces per dwelling unit. The applicant has provided 40 bicycle parking spaces, which exceeds the requirements of the zoning code. Each townhome has four parking spaces – two in the garage and two in the driveway. This also exceed the annexation agreement requirement of 0.5 parking spaces per dwelling unit. Elevations The applicant has provided the proposed building elevations for review. Both the townhome and apartment buildings include red brick, white fiber cement siding, and dark grey shingles. The current elevations comply with the annexation agreement. The annexation agreement also has provisions for architectural details on ground floor facades that face a public street; staff has determined that the applicant meets the intent of that standard. Additionally, the annexation agreement requires projections and recesses on facades facing public streets. Both apartment buildings and the townhome building #8 meet the requirements. 77 REPORT TO THE BOARD OF TRUSTEES Page #4 of 5 248TH AVE APARTMENTS 7/10/2023 CASE NUMBER 2015-052623.SPR.PP.FP The applicant has also provided a trash enclosure elevation; it would be constructed of masonry with wooden gates. This is in compliance with the requirements in the annexation agreement. School and Park Site Obligation The annexation agreement does not require any land dedication or fees to the school or park district for age-restricted residential uses. Engineering / Stormwater Management The applicant has provided a stormwater basin on the east side of the property. The project’s engineer has indicated that much of the required detention for this site is accommodated by the existing detention on the east side of the hospital. The stormwater calculations will be confirmed through the final engineering review; engineering approval is not required during consideration of the zoning entitlements. B. Landscape Plan The applicant has submitted an overall landscape plan for the project. The plan includes tree preservation, parkway tree plantings, foundation landscaping, buffering on the north property line, and landscaping in the front & corner side yards. The landscaping generally meets the requirements of the annexation agreement. On the north side of the property, the applicant has provided a buffer yard with a berm between the proposed development and Northpointe. The applicant has added shrubs to bring the berm into compliance with the annexation agreement. C. Lighting The proposed photometric plan conforms to the zoning code and annexation agreement, which indicates that no more than 0.5 footcandles can spill onto adjacent properties. Most notably, along the northern property line, there is no light spillage (0.0 footcandles). PRELIMINARY/FINAL PLAT OF SUBDIVISION Currently the subject property is divided into three separate parcels. The applicant proposes to combine the parcels into one, 13.3-acre parcel. The proposed preliminary and final plat generally comply with the requirements of the Village’s Zoning Code. PLAN COMMISSION This case came before the Plan Commission for consideration at the June 20, 2023 meeting. While this project is permitted by-right and no public hearing was required, staff did receive eleven emails from neighbors in opposition to the project and four residents spoke opposition at the meeting. Public concerns mainly centered on traffic and whether a non-medical use was appropriate. The Plan Commission discussed the “Medical District” designation from the Future Land Use map. While the Plan Commissioners were generally supportive of the Site Plan and agreed that this plan was an improvement over the previous proposal, they voted no forward a negative recommendation (3-2) because it is a non-medical use. 78 REPORT TO THE BOARD OF TRUSTEES Page #5 of 5 248TH AVE APARTMENTS 7/10/2023 CASE NUMBER 2015-052623.SPR.PP.FP CONCLUSION/RECOMMENDATION Prior to discussion at the Committee of the Whole meeting, staff recommends approval of the proposed site plan, preliminary plat, & final plat of subdivision. The plans and the use are in compliance with the annexation agreement and the zoning code, as applicable. Should the Village Board support the proposed development, as may be modified following discussion at the July 10, 2023 meeting, the following motions are offered for your consideration: SITE PLAN REVIEW MOTION I move we recommend approval of the requested site plan review for the property located at the northeast corner of W 127th Street and S 248th Avenue, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; 2. Compliance with the requirements of the Plainfield Fire Protection District; and 3. That the developer shall record covenants (or similarly binding document), including language substantially similar to the attached document labeled “Age Restriction Language”, memorializing the age restricted use. PRELIMINARY PLAT MOTION I move we recommend approval of the Preliminary Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. FINAL PLAT MOTION I move we recommend approval of the Final Plat of Subdivision of 248th Avenue Apartments Re-Subdivision, in accordance with the reviewed plans, subject to the following two (2) stipulations: 1. Compliance with the requirements of the Village Engineer; and 2. Compliance with the requirements of the Plainfield Fire Protection District. 79 PROJ. MGR.: DRAWN BY: DATE: SCALE: SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTMPROPOSED MULTIFAMILY DEVELOPMENTPLAINFIELD, ILLINOISCONCEPTUAL SITE PLANEXB June 15, 2023 - 16:19 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\01-Site Plan.dwg Updated By: DChowNORTH 27' B-B 140' 17' 18.5' 26'18'18'24' 18.5'18.5'26'18'18'24'18'17.4'39.5' B-B SITE DATA ZONING SUMMARY ORD PROP ZONING I1-PUD I1-PUD SETBACKS FRONT 30'30' REAR 40'40' SIDE 30' 30' CORNER SIDE 30'30' PARKING AISLE WIDTH 24'24' PARKING STALL WIDTH 9'9' PARKING STALL DEPTH 18'18' PARKING APARTMENT UNITS -153* ATTACHED UNITS -220** CLUBHOUSE 9***9 TOTAL STANDARD 9 162 ACCESSIBLE 6 6 GARAGE+DRIVEWAY -220 TOTAL -388 BIKE PARKING 40****40 * 1.5 PARKING SPACE PER UNIT ** 2 GARAGE + 2 DRIVEWAY SPACES PER UNIT *** 1 PARKING SPACE PER 400 S.F. GFA **** 0.25 BIKE PARKING SPACES PER APARTMENT UNIT TOTAL PROJECT SITE 13.35 AC SINGLE FAMILY ATTACHED HOMES NUMBER OF UNITS 55 51 UNIT APARTMENT BUILDING NUMBER OF BUILDINGS 2 TOTAL UNITS 102 TOTAL UNITS 157 DENSITY 11.8 DU/AC FRONT YARD SETBACK 30' REAR YARD SETBACK 30' INTERIOR SIDE SETBACK 40' CORNER SIDE SETBACK 30' PROPOSED TRASH ENCLOSURE OWNER / DEVELOPER CLIENT / CONTRACTOR PURCHASER: AR BUILDING COMPANY, INC. ADDRESS: 310 SEVEN FIELDS BOULEVARD, SUITE 350 CITY: SEVEN FIELDS, PA 16046 PHONE: 724-741-2331 OWNER: EDWARD HEALTH VENTURES ADDRESS: 4201 WINFIELD ROAD CITY: WARRENVILLE, IL 60555 PHONE: 331-221-6085 80 248TH AVENUE APARTMENTS for Proposed Improvements 127TH STREET AND 248TH AVENUE VILLAGE OF PLAINFIELD, ILLINOIS TM PROJECT LOCATION N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISTITLE SHEET1 5 June 13, 2023 - 15:48 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\TITLE SHEET.dwg Updated By: JFrazier81 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISEXISTING CONDITIONS AND DEMOLITION PLAN2 5 May 25, 2023 - 17:35 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\EXISTING CONDITIONS.dwg Updated By: JFrazier82 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISSITE DIMENSIONAL, PAVING, AND UTILITY PLAN3 5 June 15, 2023 - 17:30 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\OVERALL SITE PLAN.dwg Updated By: JFrazier83 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISGRADING PLAN4 5 May 26, 2023 - 13:13 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\OVERALL GRADING PLAN.dwg Updated By: JFrazier84 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISCONSTRUCTION DETAILS5 5 May 26, 2023 - 10:16 Dwg Name: P:\Arbpfil01\dwg\Eng\Preliminary\Plan Set\OVERALL UTILITY PLAN.dwg Updated By: JFrazier85 Age Restriction Language Section __ Age Restrictions. (a) It is intended that the “Development” shall at all times qualify for the “Housing for Older Persons” Exemption under the Fair Housing Amendments Act of 1988, as amended from time to time (the FHAA”). Accordingly, notwithstanding anything herein to the contrary, and at all times, at least 80% of the unit within the Development shall be occupied by at least one (1) Tenant who is fifty-five (55) years of age or older (the “80% Requirement”). To that end, to the extent not otherwise expressly permitted hereunder, or expressly approved, in writing, by the Developer, each unit shall at all times be occupied by at least one (1) Tenant who is 55 years of age or older (“55+ Year Old”). (b) A person who is nineteen (19) years of age or older (“19+ Year Old”) may reside in a unit with at least one (1) Tenant who is a 55+ Year Old. Upon the cessation of occupancy of the unit by the last 55+ Year Old, the 19+ Year Old may continue to occupy the unit, provided that the 80% Requirement is not violated. (c) A Person under 19 years of age may be a guest in a unit for no more than a total of ninety (90) days in a twelve (12) month period, subject to such reasonable rules and regulations as the Developer may adopt from time to time. (d) Any person under 55 years of age, but who is a 19+ Year Old may occupy a unit without a 55+ Year Old only upon prior written consent of the Developer (which consent will not be unreasonably withheld if the 80% Requirement will not be violated by such occupancy). (e) Unless otherwise approved by the Developer (in its sole discretion, and subject to compliance with the 80% Requirement), any unit that is leased or otherwise occupied by a Person other than the Tenant of the unit, must be occupied by at least one (1) person who is a 55+ Year Old. (f) The Developer shall adopt, implement and enforce rules, regulations and procedures to ensure that, at all times, the Development shall qualify for the “Housing for Older Persons” exemption under the FHAA, including, without limitation, rules, regulations, and procedures to verify such compliance. The Developer shall maintain appropriate records evidencing such compliance for a period of ten (10) years. However, the Developer shall at all times exercise discretion to do what is necessary in order to (i) maintain, at all times, the “Housing for Older Persons Exemption,” but at the same times (ii) show consideration for the situations of the residents by exercising flexibility in allowing exceptions to the standards and rules set forth in this Section __ as long as the 80% Requirement is not violated. (g) In the event of a violation of this Section, the Developer shall have any and all remedies available to it at law or in equity, including those provided for herein. (h) The age restrictions provided for in this Section may only be modified with the prior written consent of the Village of Plainfield, which consent may be withheld in its discretion. 86 Edward Health Ventures 4201 Winfield Road Warrenville, IL 60555 June 14, 2023 Village of Plainfield Plan Commission c/o Ms. Rachel Riemenschneider 24401 W. Lockport Street Plainfield, Illinois 60544 RE: A.R. Building Company, Inc. -- 248th Avenue Apartments Dear Plan Commissioners: Edward Health Ventures (“EHV”) is pleased to provide this letter of support for A.R. Building Company, Inc.’s (“A.R. Building”) application for the 157-unit age restricted independent senior housing community. Edward Health Ventures is the current owner of the site and is the owner and operator of the Edward- Elmhurst Health Center to the west of the proposed development. EHV is under contract to sell the subject property to A.R. Building for development purposes. EHV deems the proposed use of the site for age restricted housing as a compatible use to our center. EHV has no plans to use this proposed development site for additional medical uses. EHV retains and reserves the right to expand and add medical uses, and/or other uses consistent with our business as a healthcare organization, to our existing facility at some point in the future. Our support is provided with the understanding and condition that the proposed development plans by A. R Building will not preclude or otherwise adversely impact future development by EHV (and/or its affiliates) for the aforementioned medical and healthcare related uses on the property it is keeping. Thank you for your consideration of this letter of support. We look forward to the development of the site. Sincerely, Edward Health Ventures By: Name: Title: DocuSign Envelope ID: BEBFC27E-450E-455C-85CB-E0015A2C4DE4 CEO, South Region Joseph C. Dant 87 2045 ROUTE 35 WALL, NEW JERSEY 07719 (856) 429-2001 PLAINFIELD APARTMENTS PLAINFIELD, ILLINOISAR DEVELOPMENT 1/8” = 1’-0”JUNE 14, 2023© 2023 - GATE 17 ARCHITECTURE, LLC FRONT ELEVATION ARCHITECTURALASPHALT SHINGLES BRICKPVCTRIMALUMINUMRAILINGSHARDIE CLAPBOARD SIDING 44’-10 1/2”50’-11”Grade Mean Ht. of Roof Peak of Roof 88 2045 ROUTE 35 WALL, NEW JERSEY 07719 (856) 429-2001 PLAINFIELD APARTMENTS PLAINFIELD, ILLINOISAR DEVELOPMENT 1/8” = 1’-0”JUNE 14, 2023© 2023 - GATE 17 ARCHITECTURE, LLC REAR ELEVATION RIGHT SIDE ELEVATION LEFT SIDE ELEVATION ARCHITECTURALASPHALT SHINGLES BRICKPVCTRIMALUMINUMRAILINGSHARDIE CLAPBOARD SIDING 44’-10 1/2”50’-11”Grade Mean Ht. of Roof Peak of Roof 89 2045 ROUTE 35 WALL, NEW JERSEY 07719 (856) 429-2001 PLAINFIELD APARTMENTS PLAINFIELD, ILLINOISAR DEVELOPMENT 3/16” = 1’-0”JUNE 14, 2023© 2023 - GATE 17 ARCHITECTURE, LLC LEFT SIDE ELEVATION8'-1"1ST FLR. T.O. PLATE8'-4 1/2"2ND FLR. GRADE8"T.O. PLATE8'-4 1/2"3RD FLR.1'-6 3/4"1'-6 3/4"T.O. PLATE8'-4 1/2"4TH FLR.1'-6 3/4"MEAN ROOF HEIGHT T.O. PLATE 4:12 4:12 4:12 4:12 6:12 8:12 50'-11"PEAK ROOF HEIGHT 44'-10 1/2"6'-0 1/2"6'-0 1/2"90 2045 ROUTE 35 WALL, NEW JERSEY 07719 (856) 429-2001 PLAINFIELD APARTMENTS PLAINFIELD, ILLINOISAR DEVELOPMENT 1/8” = 1’-0”JUNE 14, 2023© 2023 - GATE 17 ARCHITECTURE, LLC ELEVATOR MAIL SPRINKLER ELECTRIC 48'-0" UNIT F 40'-0" UNIT AA 26'-6" UNIT A 114'-6" 26'-6" UNIT D 26'-6" UNIT B 26'-6" ENTRY/LOBBY10'-3 1/4" STAIR #137'-11 3/4" UNIT G - TYPE A34'-3 3/4" UNIT F39'-4" UNIT G - TYPE A7'-2 3/4"3'-6"48'-0" UNIT F40'-0" UNIT E26'-6" UNIT A 114'-6" 26'-6" UNIT D26'-6" UNIT B 10'-3 1/4"STAIR #2 37'-11 3/4" UNIT G 34'-3 3/4" UNIT F39'-4" UNIT G7'-2 3/4"3'-6"229'-0"87'-7 3/4"87'-7 3/4"CL CL CL CL CL CLCL CL CL CL CL CL CL CL CL7'-0"5'-4"12'-1"7'-1 1/2"7'-7"6'-5"13'-8"14'-0"2'-4"2'-9 3/4"6'-5"3'-6"7'-0"7'-0"3'-6"13'-5 1/2"24'-7 3/4"22'-5"14'-0"11'-7 1/2"14'-10 1/2"7'-0"26'-0 1/2"14'-10 1/2" 5 1/2"5 1/2" 11'-7 1/2"14'-0"22'-5"24'-7 3/4"13'-5 1/2"10'-6"3'-6"3'-6"14'-0"32'-4"14'-0"13'-8"6'-5"10'-6"7'-9 1/4"13'-5 3/4"14'-0"12'-11 3/4"12'-1" 11 1/4" 13'-0 1/4"5'-0"16'-11 1/2"5'-0"13'-0 1/4"12'-9"14'-0"13'-0 1/4"12'-0 1/2" 11 1/4" 14'-0"13'-5 3/4"7'-9 1/4"14'-0"12'-9"6'-5 1/2"2'-4"1'-2"DETAILED 1ST FLOOR BUILDING PLAN 91 2045 ROUTE 35 WALL, NEW JERSEY 07719 (856) 429-2001 PLAINFIELD APARTMENTS PLAINFIELD, ILLINOISAR DEVELOPMENT 1/8” = 1’-0”JUNE 14, 2023© 2023 - GATE 17 ARCHITECTURE, LLC OUTLINE 1ST FLOOR BUILDING PLAN 230'-1"87'-8"1'-4" 6'-6"14'-0"14'-0" 1'-6" 12'-1"12'-6"14'-0"12'-9"18'-7"15'-11"18'-7"12'-9"14'-0"12'-6"12'-1" 1'-6" 14'-0"14'-0"6'-6" 1'-4"5'-11"14'-3"13'-5"33'-5"6'-6"4'-3"6'-6"3'-6"13'-6"24'-8"23'-0"14'-0"11'-7"15'-4"26'-1"15'-4"11'-8"14'-0"23'-0"24'-8"13'-6"87'-8"5'-11"14'-3"13'-5"33'-5"6'-6"4'-3"6'-6"3'-6"230'-1" 92 FIRST FLOOR0"MIDPOINT OFROOF18'-4"18'-10" TO GRADEFIRST FLOOR0"MIDPOINT OFROOF18'-4"248TH AVENUE APARTMENTS - 4 UNIT BUILDINGPlainfield, IllinoisA.R. Development Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania 160461/8" = 1'-0"FRONT ELEVATION1/8" = 1'-0"REAR ELEVATION1/8" = 1'-0"SIDE ELEVATION1/8" = 1'-0"SIDE ELEVATIONBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrick Soldier CourseBrick Soldier Course93 FIRST FLOOR0"MIDPOINT OFROOF18'-4"18'-10" TO GRADEFIRST FLOOR0"MIDPOINT OFROOF18'-4"248TH AVENUE APARTMENTS - 4 UNIT BUILDINGPlainfield, IllinoisA.R. Development Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania 160461/8" = 1'-0"FRONT ELEVATION1/8" = 1'-0"REAR ELEVATION1/8" = 1'-0"SIDE ELEVATION1/8" = 1'-0"SIDE ELEVATIONBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrick Soldier CourseBrick Soldier Course94 11'-10"15'-10"9'-8"20'-0"20'-0"20'-0"9'-8"15'-10"11'-10"6'-0 5/256"39'-11 251/256"36'-0"40'-0"6'-0"134'-8"128'-0"4'-0"26'-8"17'-8"8'-0"56'-4"3'-4"26'-8"17'-8"8'-0"3'-4"4'-0"1" = 20'-0"4 UNIT BUILDINGTOWNHOME EXHIBIT - 4 UNIT BUILDINGRear ElevationLength = 134'-8"Length of Projections = 81'-8" (61%)Depth of Projections = 4' (3%)Front ElevationLength = 128'-0"Length of Projections = 80'-0" (63%)Depth of Projections = 8' (6%)Side ElevationsLength = 53'-8"Length of Projections = 44'-4" (83%)Depth of Projections = 3'-4" (6%)95 FIRST FLOOR0"MIDPOINT OFROOF18'-4"18'-10" TO GRADEFIRST FLOOR0"MIDPOINT OFROOF18'-4"248TH AVENUE APARTMENTS - 5 UNIT BUILDINGPlainfield, IllinoisA.R. Development Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania 160461/8" = 1'-0"FRONT ELEVATION1/8" = 1'-0"REAR ELEVATION1/8" = 1'-0"SIDE ELEVATION1/8" = 1'-0"SIDE ELEVATIONBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrick Soldier CourseBrick Soldier Course96 FIRST FLOOR0"MIDPOINT OFROOF18'-4"18'-10" TO GRADEFIRST FLOOR0"MIDPOINT OFROOF18'-4"FIRST FLOOR0"MIDPOINT OFROOF18'-4"FIRST FLOOR0"MIDPOINT OFROOF18'-4"248TH AVENUE APARTMENTS - 6 UNIT BUILDINGPlainfield, IllinoisA.R. Development Company310 Seven Fields Blvd., Suite 350, Seven Fields, Pennsylvania 160461/8" = 1'-0"FRONT ELEVATION1/8" = 1'-0"REAR ELEVATION1/8" = 1'-0"SIDE ELEVATION1/8" = 1'-0"SIDE ELEVATIONBrickFibercement Siding and TrimAsphalt ShinglesFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrickFibercement Siding and TrimAsphalt ShinglesBrick Soldier CourseBrick Soldier CourseBrick Soldier CourseBrickBrick Soldier Course97 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248 AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISTITLE SHEET AND LANDSCAPE SUMMARYL1 L5 July 6, 2023 - 12:04 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.4.dwg Updated By: JHendricksBall Dia. + 24" Note: The root collar/flair shall be 0 to 1 inch above ground level and not planted under ground level. Note that the root collar is typically 1 to 3 inches below top of root ball. No synthetic burlap will be accepted. DECIDUOUS TREE PLANTING 1/4" = 1'-0" Do not cut leader. Tree wrap as required. See specs. 4" Layer of mulch. 3' Dia. Mulch ring. Top of root ball shall be 3" above finish grade before backfilling. Remove burlap & rope from top 13 of ball. 4" Soil saucer around tree Existing grade. Planting mixture. See specs. 6" Compacted planting mixture. Loosen hardpan (24" min.) 1 32 9343.33-20 6' Min. Dia. 2-5x Root Ball Dia.8"Typ.CONIFER TREE PLANTING 1/4" = 1'-0" 2 -Ply rubber hose 23 up tree height. Guying cables @ 3 guys per tree. Galvanized turnbuckle. See specs. Top of root ball shall be 3" above finish grade before backfilling. White guy wire flag. 4" Layer of mulch. 3' Dia. Mulch ring. Remove burlap from top 1 3 of root ball; cut and remove as much wire basket as possible from the root ball. Existing grade. Steel guying stake- auger type. 18" min. set top of stake at grade. Planting mixture. Compacted planting mixture. See specs. Loosen hardpan (min. 24") Note: Remove all stakes and wires after one year of growth. 32 9343.46-012 SHRUB PLANTING DETAIL 3/4" = 1'-0"6"8"Ball Dia. ±12" Top of root ball shall be 2" above finish grade before backfilling. Cut and remove burlap, twine, and/or wire from top 1 3 of rootball. 4" layer of mulch. 6" saucer around pit. Trench. Vertically cut edge. Planting mixture. See specs. Existing grade Compacted planted mixture. See specs. Loosen hardpan (8" min.). 45° or Less 32 9333.16-053 8" MinSee Planting Plan ORNAMENTAL GRASS PLANTING 1" = 1'-0" Ornamental grassOrnamental grass. 2" Layer of mushroom compost. Finish grade. Planting mixture: 13 Mushroom compost, 1 3 Sand, 1 3 Topsoil Triangulate in mass plantings unless otherwise specified Note: 1.Spacing varies depending on plant species, see plant list. 2.Remove plastic planting container before planting. Use care to keep the root system intact. 32 9313-014 8" MinSee Planting Plan PERENNIAL / ANNUAL PLANTING 1" = 1'-0" PerennialsPerennials 2" Layer of mushroom compost. Finish grade. Planting mixture: 13 Mushroom compost, 1 3 Sand, 1 3 Topsoil Triangulate in mass plantings unless otherwise specified Note: 1.Spacing varies depending on plant species, see plant list. 2.Remove plastic planting container before planting. Use care to keep the root system intact.8" Min32 9313-025 4" Min.4"3" Note: All mulch beds for mass planting areas shall be installed in a uniform curvilinear fashion as indicated. Mulch shall extend a minimum of 12" beyond the outside edge of the root ball and installed according to the contract specifications. Example Bed Layout CONTINUOUS MULCH EDGING 1" = 1'-0" Lawn/ Sod area Spade cut edge Amended soil Hardwood mulch 32 9113.26-016 Landscape Notes: 1.Seed/ Sod limit line is approximate. Seed/ Sod to limits of grading and disturbance. Contractor responsible for restoration of any unauthorized disruption outside of designated construction area. 2.Contractor responsible for erosion control in all seeded/ sodded areas. Tree mulch rings in turf areas are 5' diameter. Contractor shall provide a mulch ring around all existing trees within the limits of work. Remove all existing grass from area to be mulched and provide a typical spade cut edge. Landscape Fabric shall not be installed under mulch. Root flares shall be at or above grade, per specifications, and all rope/cord shall be removed from the base of tree trunks. 3.Bedlines are to be spade cut to a minimum depth of 3". Curved bedlines are to be smooth and not segmented. 4.All planting, beds shall receive top dressing of mulch. Landscape fabric shall not be installed under mulch. 5.Do not locate plants within 10' of utility structures or within 5' horizontally of underground utility lines unless otherwise shown on plans. Consult with Landscape Architect if these conditions exist. 6.For Lump Sum Contracts, plants and other materials are quantified and summarized for the convenience of the Owner and jurisdictional agencies only. Confirm and install sufficient quantities to complete the work as drawn and specified. No additional payments will be made for materials required to complete the work as drawn and specified. 7.For Unit Price Contracts, payments will be made based on actual quantities installed as measured in place by the Owner's Representative. 8.It is the responsibility of the contractor to locate and provide plant material as specified on this plan. The contractor may submit a request to provide substitutions for the specified plant material under the following conditions: a.Any substitutions proposed shall be submitted to the project owner's representative within two weeks of the award of contract. Substitutions must meet equivalent design and functional goals of the original materials as determined by the owner's representative. Any changes must have the approval of the owner's representative, b.The request will be accompanied by at least three notices from plant material suppliers that the plant material specified is not available and will not be available prior to construction. 10.Verify site conditions and information on drawings. Promptly report any concealed conditions, mistakes, discrepancies or deviations from the information shown in the Contract Documents. The Owner is not responsible for unauthorized changes or extra work required to correct unreported discrepancies. Commencement of work shall constitute acceptance of conditions and responsibility for corrections 11.A minimum of two working days before performing any digging, call underground service alert for information on the location of natural gas lines, electric cables, telephone cables, etc. The contractor shall be responsible for location and protection of all utilities, and repair of any damage resulting from his work at no additional cost to the owner. 12.Contractor shall promptly repair all damages to existing site at no cost to owner. 13.Refer to landscape specifications for additional conditions, standards, and notes. City of Plainfield Required Landscaping PLANTING AREA REQUIREMENTS Required number of tree and shrub species for this development: 5 each. PLANT UNIT EQUIVALENTS Overstory/shade tree: 5 PU (min. 2.5" caliper/3" caliper for parkway trees) Single or multi- trunk ornamental tree: 4 PU (min. 6' height for multi) Evergreen tree: 4 PU (min. 6' height) Large shrub: 2 PU (min. 24" height) Small shrub: 1 PU (min. 18" height) PARKWAY TREES Parkway trees selected for planting in Plainfield shall be rated "specimen" grade, not "parkway" grade. The planting season for parkway trees shall be approximately March 15 to May 30, and September 15 to December 1. Parkway trees shall be provided at the equivalent of not more than forty (40) feet apart and no less than twenty-five (25) feet. Requirement is met. Street Tree species will be limited to the trees listed in the ordinance requirements. BUFFER YARDS Required where multi-family abuts single-family use. Shall be a combination of shade trees, evergreen trees, ornamental trees, and large shrubs (min. 4' at installation) and shall receive 100% year-round screening. If existing woodlands are located within the buffer yard, preservation of those woodlands may substitute for part or all of the required landscaping. Required: 15' setback * 591 linear feet = 8,865 sf. 30 PU per 1,000 sf of buffer yard area. North property line buffer yard: (8,865 sf / 1,000) * 30 = 266 PU required. Provided: 10 shade trees (50 PU), 22 evergreen trees (88 PU), 8 ornamental trees (32 PU), and 23 large evergreen shrubs (46 PU) , 2 small evergreen shrubs (2 PU) and 2 large deciduous shrubs (4 PU) = 222 PU. In addition, 12 mature existing trees will remain in between developed areas and the properties to the north, providing significant additional screening and buffer. At 5 PU per tree, this would account for 60 additional points and exceeds the north buffer yard requirement. PARKING LOT LANDSCAPING REQUIREMENT Interior parking lot landscaping. Required: 1 shade tree per 12 parking spaces, in islands. Trees in islands at ends of all rows. Islands shall not be used for snow storage. Islands shall be planted with shrubs, groundcover, or sod. 159 parking stalls / 12 = 14 shade trees required. 17 parking lot island shade trees provided on plan. Additional 3 trees shall be replacement trees for tree removals on-site. Replacement trees shall be 3" caliper and are marked on plan. Requirement is met. Parking lot screening. All parking areas shall be screened from view of adjacent properties and streets by either plantings that are a minimum height of three (3) feet, or will attain a minimum height of three (3) feet within three (3) years of planting or an undulating berm, fence or wall that is a minimum of three (3) feet in height. Requirement is met. Shrubs will be at a minimum of 3' in height in three years or less. Front and corner side yards (not adjacent to vehicular use areas). All front and corner side yards shall contain an undulating berm having a minimum height of two (2) feet higher than the nearest elevation of the parking lot or public sidewalk. A minimum of one (1) overstory/shade, ornamental or evergreen trees and ten (10) 24" min. shrubs for every thirty (30) feet of frontage shall be provided. Perennials and groundcovers are encouraged. All front and corner side yards shall include an irrigation system. 248th Avenue: 932 lf / 30 = 31 trees and 310 shrubs required. On Plan: 11 shade trees, 16 evergreen trees, 13 ornamental trees, 310 shrubs. Requirement is met. 9 additional trees provided as replacement trees, as shown. 127th Street: 667.9 lf / 30 = 22 trees and 230 shrubs required. 41 Additional shrubs required for parking lot screening. On Plan: 7 shade trees, 9 evergreen trees, 9 ornamental trees, 271 shrubs. Requirement is met. 3 additional trees provided as replacement trees, as shown. Interior side and rear yards. Required: Eastern Buffer - 943.5 linear feet * 5' buffer = 4,717.5 sf. Buffer is from non adjacent vehicular use area, 24" shrubs to screen. Minimum 20 plant units per 1,000 sf of area. East property line buffer yard: (4,717.5 / 1,000) * 20 = 95 PU On Plan: 1 shade trees (5 PU), 4 evergreen trees (18 PU), 2 ornamental trees (8 PU), 15 large deciduous shrubs (30 PU), and 36 small deciduous shrubs (36 PU) = 95 PU. Buffer ranges from 75' to 295' wide. Screening provided along east property line adjacent to neighboring vehicular use area includes 22 existing trees to remain in addition to existing naturalized and native areas, 132 additional PU and 5 additional replacement trees, as shown. Monument Sign Landscaping The area surrounding the entrance sign shall be landscaped in an attractive, dense cluster at the base of the sign that is equally attractive in winter and summer. A minimum of two (2) square feet of landscaping will be required for every one (1) square foot of sign face. On Plan: 1 - 2 Sided Signs with a total of 120 square feet (60 sf each) * 2 = 240 sf of Landscaping provided around monument sign. 6 shrubs (evergreen and deciduous), 20 ornamental grasses and 200 sf of perennials. SEAL Jennifer Hendricks, ASLA, PLA Illinois Registered Landscape Architect # 157-001253LICENSED LA N D SCAPE AR C HIT ECTS TATE O F I L L IN O ISJENNIFER HENDRICKS 157-001253 Expires 08/31/2023 Date: 06/15/23 SHADE TREE 102 Taxodium distichum / Bald Cypress Quercus macrocarpa / Burr Oak Quercus macrocarpa / Burr Oak Quercus muehlenbergii / Chinkapin Oak Celtis occidentalis / Common Hackberry Aesculus glabra 'JN Select' / Early Glow™ Ohio Buckeye Platanus x acerifolia 'Morton Circle' / Exclamation!™ London Plane Tree Platanus x acerifolia 'Morton Circle' / Exclamation!™ London Plane Tree Acer saccharum 'PNI 0285' / Green Mountain® Sugar Maple Gymnocladus dioica 'Espresso' / Kentucky Coffeetree Ginkgo biloba 'Magyar' / Magyar Maidenhair Tree Quercus rubra / Red Oak Tilia americana 'Redmond' / Redmond American Linden Gleditsia triacanthos inermis 'Skyline' / Skyline Honey Locust Quercus bicolor / Swamp White Oak EVERGREEN TREE 54 Picea pungens glauca / Colorado Blue Spruce Juniperus virginiana 'Corcorcor' / Emerald Sentinel™ Eastern Redcedar Picea abies / Norway Spruce Pinus strobus / White Pine ORNAMENTAL TREE 76 Amelanchier x grandiflora 'Autumn Brilliance' / Autumn Brilliance Apple Serviceberry Cornus mas / Cornelian Cherry Cercis canadensis 'Forest Pansy' / Forest Pansy Eastern Redbud Syringa reticulata 'Ivory Silk' / Ivory Silk Japanese Tree Lilac Magnolia x 'Jane' / Jane Magnolia Malus x 'Prairifire' / Prairifire Crabapple Viburnum prunifolium 'Summer Magic' / Summer Magic Blackhaw Viburnum NARROW EVERGREEN TREE 14 Thuja occidentalis 'Smaragd' / Emerald Green Arborvitae SMALL SHADE TREE 27 SUITABLE FOR PLANTING NEAR OVERHEAD POWER LINES - NARROW UPRIGHT SHADE TREE 4 - REPLACEMENT SHADE TREE 79 3" CALIPER - 6` DECIDUOUS SHRUB 285 - 4` DECIDUOUS SHRUB 744 - 5` EVERGREEN SHRUB 217 - 3` EVERGREEN SHRUB 612 - 3` DECIDUOUS SHRUB 400 - TALL ORNAMENTAL GRASS 283 - LOW ORNAMENTAL GRASS 2,304 - LARGE DECIDUOUS SHRUB 45 4` at installation - LARGE EVERGREEN SHRUB 23 - PERENNIALS 2,144 sf - GROUNDCOVER 2,769 sf - CONCEPT PLANT SCHEDULE See Conceptual Plant List on Sheet L3 and L4 98 4 NARROW UPRIGHT SHADE TREES, 3" CALIPER REPLACEMENT TREES N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248 AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISTREE PRESERVATION PLANL2 L5 July 6, 2023 - 12:04 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.4.dwg Updated By: JHendricksEXISTING VEGETATION A minimum of fifty (50) percent of the trees on the site that are greater than eight (8) inches diameter at breast height (DBH) shall be saved. In the event a tree has more than one trunk, each trunk which is greater than eight (8) inches DBH, shall count as a separate tree. The developer is encouraged to save as many trees as possible. Removal and replacement criteria. To the extent that the development is likely to result in the destruction of or material damage to any tree having a DBH of eight (8) inches or more, the applicant shall be required to replace such trees as specified below: Replacement trees shall be a minimum of three (3) inches in DBH and the species and location shall be identified on the plans. Replacement trees shall be in addition to other landscaping required by village Code. Diameter of Existing Tree (inches) Number of Replacement Trees 8 to 12 2 12.1 to 24 3 24.1 to 36 4 36.1 to 48 5 48.1 and greater 6 - plus 1 tree for each additional 12-inch diameter greater than 48.1 inches To be removed: 23 trees 78 replacement trees required 12 trees dead or poor/diseased quality 0 replacement trees To be preserved: 16 trees of 51 onsite (31.4%). Variance Requested because the removal is below 50% Replacement trees provided on plan: 7 provided in parking islands, 4 in median, 12 along west perimeter, 4 along south perimeter, 11 along east perimeter and 40 open space trees. 78 total replacement trees provided. Requirement is met. EXISTING TREE TO BE REMOVED EXISTING TREE TO REMAIN - TREE PRESERVATION TECHNIQUES TO BE IMPLEMENTED REPLACEMENT TREE: 3" CALIPER 99 4 NARROW UPRIGHT SHADE TREES, 3" CALIPER REPLACEMENT TREES N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248 AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISPRELIMINARY LANDSCAPE PLAN - NORTHL3 L5 July 6, 2023 - 12:04 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.4.dwg Updated By: JHendricksLegend Turf CONCEPTUAL PLANT LIST DECIDUOUS TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Acer platanoides 'Columnare'Columnar Norway Maple 2.5" Cal.B&B Acer saccharum 'PNI 0285'Green Mountain® Sugar Maple 2.5" Cal.B&B Celtis occidentalis Common Hackberry 2.5" Cal.B&B Gleditsia triacanthos inermis 'Skyline'Skyline Honey Locust 2.5" Cal.B&B Quercus macrocarpa Burr Oak 2.5" Cal.B&B Quercus rubra Red Oak 2.5" Cal.B&B Tilia americana 'Redmond'Redmond American Linden 2.5" Cal.B&B EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Picea abies Norway Spruce 6` Ht.B&B Picea pungens glauca Colorado Blue Spruce 6` Ht.B&B Pinus strobus White Pine 6` Ht.B&B Tsuga canadensis Eastern Hemlock 6` Ht.B&B ORNAMENTAL TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Betula nigra River Birch Multi-Trunk 6` Ht.B&B Cornus mas Cornelian Cherry 6` Ht.B&B Syringa reticulata 'Ivory Silk'Ivory Silk Japanese Tree Lilac 6` Ht.B&B DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Aronia melanocarpa `Morton` TM Iroquis Beauty Black Chokeberry 3 gal.Pot Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 3 gal.Pot Callicarpa x `NCCX2` TM Pearl Glam Beauty Berry 3 gal.Pot Cornus sericea `Isanti`Isanti Redosier Dogwood 5 gal.Pot Cotoneaster acutifolius lucidus Hedge Cotoneaster 5 gal.Pot Diervilla x `G2X88544` TM Kodiak Orange Honeysuckle 3 gal.Pot Fothergilla gardenii Dwarf Fothergilla 3 gal.Pot Fothergilla major `Mount Airy`Mount Airy Fothergilla 3 gal.Pot Hydrangea arborescens `Annabelle`Annabelle Hydrangea 5 gal.Pot Hydrangea paniculata `Kolmavesu` TM Lava Lamp Flare Hydrangea 3 gal.Pot Hydrangea paniculata `Little Lime`Little Lime Hydrangea 5 gal.Pot Hydrangea quercifolia `Alice`Alice Oakleaf Hydrangea 5 gal.Pot Itea virginica `SMNIVDFC` TM Scentlandia Virginia Sweetspire 3 gal.Pot Potentilla fruticosa `Jackmanii`Jackman`s Potentilla 5 gal.Pot Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac 5 gal.Pot Rosa rugosa `Rotesmeer`Purple Pavement Rose 5 gal.Pot Rosa x `Radtko`Double Knock Out Red Rose 3 gal.Pot Sorbaria sorbifolia `Sem`Sem Ash Leaf Spirea 3 gal.Pot EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Buxus x `Glencoe`Chicagoland Green Boxweed 5 gal.Pot Pinus mugo 'Compacta'Dwarf Mugo Pine 5 gal.Pot Taxus x media `Tauntonii`Taunton`s Yew 5 gal.Pot Thuja occidentalis `Smaragd`Emerald Green Arborvitae 5 gal.Pot FERNS BOTANICAL NAME COMMON NAME SIZE CONTAINER Dennstaedtia punctilobula Hay-scented Fern 1 gal.Pot Matteuccia struthiopteris Ostrich Fern 1 gal.Pot ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME SIZE CONTAINER Calamagrostis brachytricha Korean Feather Reed Grass 1 gal.Pot Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal.Pot Miscanthus sinensis `Purpurescens`Flame Grass 1 gal.Pot Panicum virgatum `Shenandoah`Shenandoah Switch Grass 1 gal.Pot Pennisetum alopecuroides `Hameln`Hameln Fountain Grass 1 gal.Pot Sporobolus heterolepis Prairie Dropseed 1 gal.Pot PERENNIALS BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Allium x `Summer Beauty`Summer Beauty Allium 1 gal.Pot 24" o.c. Astilbe chinensis `Pumila`Dwarf Pink Astilbe 1 gal.Pot 12" o.c. Geranium x `Rozanne`Rozanne Cranesbill 1 gal.Pot 24" o.c. Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 gal.Pot 18" o.c. Heuchera x `Obsidian`Coral Bells 1 gal.Pot 18" o.c. Hosta x `Royal Standard`Plantain Lily 1 gal.Pot 36" o.c. Lavandula x intermedia 'Niko' TM Phenomenal Lavendin 1 gal.Pot 36" o.c. Nepeta x faassenii `Early Bird`Early Bird Catmint 1 gal.Pot 18" o.c. Pachysandra terminalis `Green Carpet`Japanese Spurge flat Plug 12" o.c. Perovskia atriplicifolia Russian Sage 1 gal.Pot 36" o.c. Rudbeckia fulgida `Goldsturm`Goldsturm Coneflower 1 gal.Pot 24" o.c. Vinca minor `Dart`s Blue`Dart`s Blue Periwinkle flat Pot 12" o.c. Note: Installation size of deciduous and evergreen shrubs will be a minimum of 18" in height Note: Screening shrubs will be at minimum 3' in three years of installation 100 N PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248 AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISPRELIMINARY LANDSCAPE PLAN - SOUTHL4 L5 July 6, 2023 - 12:04 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.4.dwg Updated By: JHendricksLegend Turf Note: Installation size of deciduous and evergreen shrubs will be a minimum of 18" in height Note: Screening shrubs will be at minimum 3' in three years of installation CONCEPTUAL PLANT LIST DECIDUOUS TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Acer platanoides 'Columnare'Columnar Norway Maple 2.5" Cal.B&B Acer saccharum 'PNI 0285'Green Mountain® Sugar Maple 2.5" Cal.B&B Celtis occidentalis Common Hackberry 2.5" Cal.B&B Gleditsia triacanthos inermis 'Skyline'Skyline Honey Locust 2.5" Cal.B&B Quercus macrocarpa Burr Oak 2.5" Cal.B&B Quercus rubra Red Oak 2.5" Cal.B&B Tilia americana 'Redmond'Redmond American Linden 2.5" Cal.B&B EVERGREEN TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Picea abies Norway Spruce 6` Ht.B&B Picea pungens glauca Colorado Blue Spruce 6` Ht.B&B Pinus strobus White Pine 6` Ht.B&B Tsuga canadensis Eastern Hemlock 6` Ht.B&B ORNAMENTAL TREES BOTANICAL NAME COMMON NAME SIZE CONTAINER Betula nigra River Birch Multi-Trunk 6` Ht.B&B Cornus mas Cornelian Cherry 6` Ht.B&B Syringa reticulata 'Ivory Silk'Ivory Silk Japanese Tree Lilac 6` Ht.B&B DECIDUOUS SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Aronia melanocarpa `Morton` TM Iroquis Beauty Black Chokeberry 3 gal.Pot Aronia melanocarpa 'UCONNAM166' TM Low Scape Hedger Black Chokeberry 3 gal.Pot Callicarpa x `NCCX2` TM Pearl Glam Beauty Berry 3 gal.Pot Cornus sericea `Isanti`Isanti Redosier Dogwood 5 gal.Pot Cotoneaster acutifolius lucidus Hedge Cotoneaster 5 gal.Pot Diervilla x `G2X88544` TM Kodiak Orange Honeysuckle 3 gal.Pot Fothergilla gardenii Dwarf Fothergilla 3 gal.Pot Fothergilla major `Mount Airy`Mount Airy Fothergilla 3 gal.Pot Hydrangea arborescens `Annabelle`Annabelle Hydrangea 5 gal.Pot Hydrangea paniculata `Kolmavesu` TM Lava Lamp Flare Hydrangea 3 gal.Pot Hydrangea paniculata `Little Lime`Little Lime Hydrangea 5 gal.Pot Hydrangea quercifolia `Alice`Alice Oakleaf Hydrangea 5 gal.Pot Itea virginica `SMNIVDFC` TM Scentlandia Virginia Sweetspire 3 gal.Pot Potentilla fruticosa `Jackmanii`Jackman`s Potentilla 5 gal.Pot Rhus aromatica `Gro-Low`Gro-Low Fragrant Sumac 5 gal.Pot Rosa rugosa `Rotesmeer`Purple Pavement Rose 5 gal.Pot Rosa x `Radtko`Double Knock Out Red Rose 3 gal.Pot Sorbaria sorbifolia `Sem`Sem Ash Leaf Spirea 3 gal.Pot EVERGREEN SHRUBS BOTANICAL NAME COMMON NAME SIZE CONTAINER Buxus x `Glencoe`Chicagoland Green Boxweed 5 gal.Pot Pinus mugo 'Compacta'Dwarf Mugo Pine 5 gal.Pot Taxus x media `Tauntonii`Taunton`s Yew 5 gal.Pot Thuja occidentalis `Smaragd`Emerald Green Arborvitae 5 gal.Pot FERNS BOTANICAL NAME COMMON NAME SIZE CONTAINER Dennstaedtia punctilobula Hay-scented Fern 1 gal.Pot Matteuccia struthiopteris Ostrich Fern 1 gal.Pot ORNAMENTAL GRASSES BOTANICAL NAME COMMON NAME SIZE CONTAINER Calamagrostis brachytricha Korean Feather Reed Grass 1 gal.Pot Calamagrostis x acutiflora `Karl Foerster`Feather Reed Grass 1 gal.Pot Miscanthus sinensis `Purpurescens`Flame Grass 1 gal.Pot Panicum virgatum `Shenandoah`Shenandoah Switch Grass 1 gal.Pot Pennisetum alopecuroides `Hameln`Hameln Fountain Grass 1 gal.Pot Sporobolus heterolepis Prairie Dropseed 1 gal.Pot PERENNIALS BOTANICAL NAME COMMON NAME SIZE CONTAINER SPACING Allium x `Summer Beauty`Summer Beauty Allium 1 gal.Pot 24" o.c. Astilbe chinensis `Pumila`Dwarf Pink Astilbe 1 gal.Pot 12" o.c. Geranium x `Rozanne`Rozanne Cranesbill 1 gal.Pot 24" o.c. Hemerocallis x `Stella de Oro`Stella de Oro Daylily 1 gal.Pot 18" o.c. Heuchera x `Obsidian`Coral Bells 1 gal.Pot 18" o.c. Hosta x `Royal Standard`Plantain Lily 1 gal.Pot 36" o.c. Lavandula x intermedia 'Niko' TM Phenomenal Lavendin 1 gal.Pot 36" o.c. Nepeta x faassenii `Early Bird`Early Bird Catmint 1 gal.Pot 18" o.c. Pachysandra terminalis `Green Carpet`Japanese Spurge flat Plug 12" o.c. Perovskia atriplicifolia Russian Sage 1 gal.Pot 36" o.c. Rudbeckia fulgida `Goldsturm`Goldsturm Coneflower 1 gal.Pot 24" o.c. Vinca minor `Dart`s Blue`Dart`s Blue Periwinkle flat Pot 12" o.c. 101 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BY700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | PlannersTM248 AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISLANDSCAPE SPECIFICATIONSL5 L5 July 6, 2023 - 12:04 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\02-Landscape-Plan-Prelim.4.dwg Updated By: JHendricksPART 1 - GENERAL 1-01 DESCRIPTION: A.Provide trees, shrubs, perennials and groundcovers as shown and specified. This work includes: 1.Spreading of topsoil or soil preparation 2.Trees, shrubs, perennials and groundcovers 3.Planting mixes 4.Mulch and planting accessories 5.Fertilizer and herbicide 6.Maintenance 7.Warranty of plant material B.The Contractor shall verify all existing conditions and dimensions in the field prior to bidding and report any discrepancies to the Owner or his/her representative. 1-02 QUALITY ASSURANCE: A.Comply with site work requirements B.Plant names indicated must comply with 'Standardized Plant Names' as adopted by the latest edition of the American Joint Committee of Horticultural Nomenclature. Names of varieties which are not listed should conform with those generally accepted by the nursery trade. Stock should be legibly tagged. C.All plant materials shall conform to the 'American Standards for Nursery Stock' (ASNS), latest edition, published by the American Association of Nurserymen, Washington, D.C. D.All plant material shall be grown and supplied within a 50 mile radius of the project for a minimum of two full growing seasons. E.Adhere to sizing requirements as listed in the plant list and/or bid form for the project. A plant shall be measured in its natural standing position. F.Stock that is furnished shall be at least the minimum size shown. With permission of the landscape architect, substitution from the specified plant list will be accepted only when satisfactory evidence in writing is submitted to the landscape architect, showing that the plant specified is not available. Requests for approval of substitute plant material shall include common and botanical names and size of substitute material. Only those substitutions of at least equivalent size and character to that of the specified material will be approved. Stock which is larger than that which is specified is acceptable with permission of the landscape architect, providing there is no additional cost and that the larger plant material will not be cut down in order to conform to the size indicated. G.All shrubs shall be dense in form. Shrub liners do not meet these specifications. Shrubs specified by height shall have a spread that is equal to the height measurement. Shrubs which are specified by spread shall exhibit the natural growth habit of the plant by having a greater spread than height. H.All plant materials are subject to inspection and approval. The landscape architect and Owner reserve the right to select and tag all plant material at the nursery prior to planting. The landscape architect and Owner reserve the right to inspect plant material for size and condition of root systems, the presence of insects and diseases, injuries and latent defects (due to Contractor negligence or otherwise), and to reject unacceptable plant material at any time during progress of the project. I.Container grown deciduous and/or evergreen shrubs will be acceptable in lieu of balled and burlapped shrubs subject to specified limitations for container grown stock. Size of container grown material must conform to size/height requirements of plant list. 1-03 DELIVERY, STORAGE & HANDLING: A.Fertilizer shall be delivered in original, unopened and undamaged packaging. Containers shall display weight, analysis and manufacturer's name. Store fertilizer in a manner that will prevent wetting and deterioration. B.Take all precautions customary concerning proper trade practice in preparing plants for transport. Plants shall be dug, packed and transported with care to ensure protection against injury. Inspection certificates required by law shall accompany each shipment invoice or order to stock and on arrival, the certificate shall be filed with the landscape architect . All plants must be protected from drying out. If plant material cannot be planted immediately upon delivery, said material should be properly protected in a manner that is acceptable to the landscape architect . Heeled-in plants must be watered daily. No plant shall be bound with rope or wire in a manner that could strip bark or break or shear branches. C.Plant material transported on open vehicles should be covered with a protective covering to prevent wind burn. D.Dry, loose topsoil shall be provided for planting bed mixes. Muddy or frozen topsoil is unacceptable as working with medium in this condition will destroy its structure, making root development more difficult. 1-04 PROJECT CONDITIONS: A. Notify landscape architect at least seven (7) working days prior to installation of plant material. B. It shall be the Contractor's responsibility to locate and protect all existing above and below ground utilities. Utilities can be located and marked (in Illinois) by calling J.U.L.I.E. at (800)892-0123. C. The Contractor shall provide, at his/her own expense, protection against trespassing and damage to seeded areas, planted areas, and other construction areas until the preliminary acceptance. The Contractor shall provide barricades, temporary fencing, signs, and written warning or policing as may be required to protect such areas. The Contractor shall not be responsible for any damage caused by the Owner after such warning has been issued. D. The Contractor shall be responsible for the protection of crowns, trunks and roots of existing trees, plus shrubs, lawns, paved areas and other landscaped areas that are to remain intact. Existing trees, which may be subject to construction damage, shall be boxed, fenced or otherwise protected before any work is started. The Owner desires to preserve those trees within and adjacent to the limits of construction except those specifically indicated to be removed on the Drawings. The contractor shall erect protective tree fencing and tree armor at locations indicated on the drawings and around all trees on site which are to be preserved. Protective fencing shall be erected between the limits of construction and any tree preservation areas shown on the Drawings. E. A complete list of plants including a schedule of sizes, quantities and other requirements is shown on the Drawings and on the bid form. In the event that quantity discrepancies or material omissions occur in the plant materials list, the planting plans shall govern. 1-05 PRELIMINARY ACCEPTANCE: A.All plantings shall be maintained by the Contractor for a period of 90 days after preliminary acceptance by the Owner or his/her representative. Maintenance shall include, but is not limited to: mowing and edging turf, pulling weeds, watering turf and plant material and annual flower maintenance. 1-06 WARRANTY: A.All plant material (excluding annual color), shall be warranteed for one (1) year after the end of the 90 day maintenance period. The end of the maintenance period is marked by the final acceptance of the Contractor's work by the Owner or his/her representative. Plant materials will be warranteed against defects including death and unsatisfactory growth, except for defects resulting from abuse or damage by others, or unusual phenomena or incidents which are beyond the control of the Contractor. The warranty covers a maximum of one replacement per item. PART 2 - PRODUCTS 2-01 PLANT MATERIALS: A.Plants: Provide typical of their species or variety, with normal, densely developed branches and vigorous, fibrous root systems. Only sound, healthy, vigorous plants which are free from sunscald injuries, disfiguring knots, frost cracks, abrasions of the bark, plant diseases, insect eggs, borers, and all forms of infestation shall be provided. All plants shall have a fully developed form without voids and open patches. 1.Balled and burlapped plants shall have a firm natural ball of earth of sufficient diameter and depth to encompass a root system necessary for a full recovery of the plant. Root ball sizes shall comply with the latest edition of the 'American Standards for Nursery Stock' (ASNS). Root balls that are cracked or mushroomed are unacceptable. 2.Container grown stock should be grown for an amount of time that is of sufficient length for the root system to have developed enough to hold its soil togehter, firm and whole. Plants will not be loose in their containers, nor shall they be pot-bound and all container grown stock will comply with the sizes stated on the plant list. 3.No evidence of wounds or pruning cuts shall be allowed unless approved by the Landscape Architect. 4.Evergreen trees shall be branched to the ground. The height of evergreen trees are determined by measuring from the ground to the first lateral branch closest to the top. Height and/or width of other trees are measured by the mass of the plant not the very tip of the branches. 5.Shrubs and small plants shall meet the requirements for spread and/or height indicated in the plant list. The height measurement shall be taken from ground level to the average height of the top of the plant, not the longest branch. Single stem or thin plants will not be accepted. Side branches shall be flushed with growth and have good form to the ground. Plants shall be in a moist, vigorous condition, free from dead wood, bruises or other root or branch injuries. 2-02 ACCESSORIES: A.Topsoil: 1.Topsoil shall be fertile, natural topsoil of a loamy character, without admixture of subsoil material. Topsoil shall be reasonably free from clay, lumps, coarse sand, stones, plants, roots, sticks and other foreign materials with a pH between 6.5 to 7.0. B. Topsoil for seed areas shall be a minimum of 6". C. Soil amendments shall be as follows: 1.For trees and shrubs the plant pit will be backfilled with pulverized black dirt. 2.For perennials and ornamental grasses the soil mixture will be as follows: CM-63 General Purpose Peat Based Mix as supplied by Midwest Trading. Top beds with 8" of CM-63 and till into existing beds to a depth of 8". Soil mixtures are available from Midwest Trading. Midwest Trading, St. Charles, IL 60174 (630) 365-1990 D. Fertilizer: 1.For trees and shrubs use: 14-4-6 briquettes 17 g or equivalent available from Arthur Clesen, Inc. Follow manufacturer's recommendation for application. Arthur Clesen, Inc. 543 Diens Drive, Wheeling, IL 60090 (847)537-2177 2. For turf areas use 6-24-16 Clesen Fairway with micronutrients with minor elements 3.0 % S, .02% B, .05% Cu, 1.0% Fe, .0006% Mo, .10% Mn available from Arthur Clesen or approved equal. E.Herbicide: 1.Round-Up or approved equal F.Mulch: 1.Bark mulch shall be finely shredded hardwood bark which has been screened and is free of any green foliage, twigs, rocks, sawdust, wood shavings, growth or germination inhibiting ingredients, or other foreign materials. Bark mulch is available from Midwest Trading. 2.Mushroom compost as available from Midwest Trading. G.Water: 1.Water service will be available on the site, with the cost of water being paid by the Owner. Transporting of the water from the source to the work areas shall be the responsibility of the Landscape Contractor. All necessary hose, piping, tank truck, etc. shall be supplied by the Landscape Contractor. H.Guying: 1. Stakes: 5/8" x 40" steel eye anchor with 4" helix 2. Cable: a. Trees under 5": flexible 1/8" galvanized aircraft cable, 7x7 strand or approved equal b. Trees 5" and over: flexible 3/16" galvanized aircraft cable, 7x7 strand or approved equal. 3. Turnbuckles: 5/16", eye and eye, with 4" takeup. 4. Hose: new two-ply reinforced rubber hose, minimum 1/2" I.D. I.Tree wrap: Burlap tree wrap 4" wide. J.Twine: Soft nursery jute. PART 3 - INSTALLATION OF PLANT MATERIAL 3-01 FIELD VERIFICATION: A.Examine proposed planting areas and conditions of installation. Do not start planting work until unsatisfactory conditions are corrected. 3-02 PREPARATION: A.All planting techniques and methods shall be consistent with the latest edition of 'Horticulture Standards of Nurserymen, Inc.' and as detailed on these Drawings. B.Planting shall be performed by experienced workmen familiar with planting procedures under the supervision of a qualified supervisor. C.All underground utilities must be located and marked clearly. D.Apply Round-Up or approved equivalent to kill any existing vegetation in all areas to be planted. Confirm length of waiting period between chemical application and plant installation with manufacturer. Do not begin planting operations until prescribed post-application waiting period has elapsed. Take extreme care to avoid chemical drift to adjoining properties of landscape plantings. E.Prior to all planting, rototill all areas to be landscaped to prepare for plant installation to a minimum depth of 12". Eliminate uneven areas and low spots. Maintain lines, levels, profiles and contour. Changes in grade are to be gradual. Blend slopes into level areas. Remove all debris, weeds and undesirable plants and their roots from areas to be planted. Remove all concrete slag larger than 2" in diameter. F.Topsoil shall be spread over the site at a minimum depth of 6". Those areas which are indicated as prairie or natural areas on the Drawings shall have a minimum topsoil depth of 18". G.It shall be the responsibility of the landscape contractor to prepare all seeded areas by disking and raking prior to planting seed. Soil shall be loosened and scarified to a minimum depth of 6". Fine grading of all seeded areas is required. Maximum size of stone or topsoil lump is 1". H.Locate all plant material as indicated or as approved in the field by the Landscape Architect. If obstructions are encountered which are not shown on the drawings, then do not proceed with planting operations until alternate plant locations have been selected. I.Planting holes shall be constructed as shown on the planting details. Holes shall be hand dug or machine dug. Great care will be taken to not excavate the hole deeper than the root ball and the diameter shall be a minimum of two times the root ball width. Remove any materials encountered in excavation that may be injurious to plant growth, including stones larger than 2" in diameter or other debris. Soil to be used as backfill should be pulverized. J.Provide pre-mixed planting mixture for use around root systems and root balls of the plants. The mixtures are outlined in section B of part 2-02. K.Prior to planting, provide additional topsoil to all planting beds to bring the finish grade of the bed to 2" above lawn grade and to finish grade of adjacent hard surface grades. L.Add 2" thickness of mushroom compost to all annual, perennial and groundcover beds. Finish grade bed and install plants. 3-03 PLANTING PROCEDURES: A.Set plant material in the planting hole to proper grade and alignment. Set plants upright and plumb. Set plant material root flare 2" above the adjacent finish grade. Remove burlap from top 1/3 of root ball. Remove treated burlap (green). Cut and remove or cut and fold down upper half of wire basket, dependent upon tree size. Backfill hole by firmly tamping soil to avoid any air pockets or voids. All ropes/cords shall be removed from base of plant/top of root ball. B.Set balled and burlapped plants in the planting hole and compact 8" of soil around the base of the ball. Backfill remaining space with planting mixture. Water plants immediately after planting to eliminate all voids and thoroughly soak the plant root ball. C.Space groundcover plants according to dimensions given on the plans. Adjust spacing as necessary to evenly fill planting bed with indicated number of plants. Plant to within 18" of the trunks of trees and shrubs or at the edge of the plant ball, whichever is closest. Plant to within 12" of edge of bed. D.Mulching: 1.Install 4" depth of mulch around all tree and shrub beds as indicated on drawings or planting details. Mulch shrub planting areas as continuous beds. Do not place mulch directly against tree trunk; form mulch to create an inverted cone around trunk. 2.Mulch perennial, groundcover and annual planting beds with 2" mushroom compost. Water mulched areas thoroughly after placing mulch. E.Tree wrapping is not required, unless the Contractor feels it is necessary due to characteristics of a particular species or past experience with the species. The landscape architect will be notified as to which trees are to be wrapped and shall inspect the trunk(s) before wrapping. Tree wrap will not be used to cover damage or defects. When wrapping is done, trunks will be wrapped spirally with approved tree wrapping tape that is not less than 4" wide, and securely tied with suitable cord at the top, bottom and 2" intervals along the trunk. Wrap from ground to the height of the first branch. F.Staking and guying of trees is optional. If the Contractor chooses to stake all or part of the trees, he/she shall use the method specified in the planting details. One (1) stake is to be used on trees of 1" caliper and under, or 4' height and under. Two (2) stakes are to be used on trees of 1" to 2 3/4" caliper. Guy trees of 3" caliper or larger at three (3) per tree. The root ball will not be pierced with a stake. Stakes are to be driven at least eighteen (18) inches into subsoil below the planting hole. Stakes and wire attachments shall be removed after three months for spring planted material and by the following May for fall planted stock by the Contractor. Staking and guying should be done immediately after lawn seeding or sodding operations. G.Seeding of specified lawn areas on plans will be treated as follows: 1.Topsoil shall be spread over all areas to be seeded to a minimum depth of 6" when compacted (to be performed by others). 2.Seed mixture and application rate - use Premium seed mix as supplied by Arthur Clesen, Inc. Apply at a rate of 5 lbs./1000 s.f. 3.Apply fertilizers and conditioners at the rate specified per soil test findings. In lieu of soil test results, apply two (2) tons of ground agricultural limestone and 1000 lbs. 10-10-10 or equivalent analysis fertilizer per acre. At least 40% of the fertilizer nitrogen shall be of an organic origin. 4.Soil preparation areas where vehicular traffic has compacted the soil shall be loosened/scarified to a minimum depth of 6" before fertilizing and seeding. Fine grading of all seeded areas is required. Maximum size of stone or topsoil lump is 1". 5.Watering seeded areas shall be done to ensure proper germination. Once seeds have germinated, watering may be decreased but the seedlings must never be allowed to dry out completely. Frequent watering should be continued approximately four (4) weeks after germination or until grass has become sufficiently established to warrant watering on an 'as needed' basis. 6.Turf is being established on a variety of slope conditions. It shall be the Contractor's responsibility to determine and implement whatever procedures he/she deems necessary to establish the turf as part of his/her work. Seeded areas will be accepted when all areas show a uniform stand of the specified grass in healthy condition and at least 90 days have elapsed since the completion of this work. The Contractor shall submit with his/her bid a description of the methods and procedures he/she intends to use. H.Erosion Control Blanket 1.Erosion Control Blanket shall be installed per manufacturer's recommendation in all areas shown on the plan. 2.Install S-75 Erosion Control Blanket as manufactured by North American Green or approved equal. 3.Blanket should be premarked with staple pattern. 4.Staples should be 8" wire staples, applied at two (2) per square yard minimum. 5.Suitable erosion control practices shall be maintained by the CONTRACTOR in accordance with Illinois Urban Manual and all applicable Soil Erosion and Sedimentation Control ordinances and the PLANS. I.Sodding of specified lawn areas on plans will be completed as follows: 1.Rake soil surface to receive sod to completely remove any soil crust no more than one day prior to laying sod. 2.Moisten prepared surface immediately prior to laying sod. Water thoroughly and allow surface moisture to dry before planting lawns. Do not create a muddy soil condition. 3.Sod shall be laid within 24 hours from the time of stripping. Do not plant dormant sod or if the ground is frozen. 4.Lay sod to form a solid mass with tightly fitted joints. Butt ends and sides of sod strips; do not overlap. Stagger strips to offset joints in adjacent courses. Work from boards to avoid damage to subgrade or sod. Work sifted soil into minor cracks between pieces of sod; remove excess to avoid smothering of adjacent sod. 5.Place top elevation of sod 1/2 inch below adjoining edging or paving. 6.Water sod thoroughly with a fine spray immediately after planting. 7.After sod and soil have dried, roll seeded areas to ensure a good bond between the sod and soil, and to remove minor depressions and irregularities. 8.Sodded slopes 3:1 or greater shall be staked to prevent erosion and washout. 9.Warranty sodding for a period of one (1) year from the end of the 90 day maintenance period. If sod fails or lacks vigor and full growth as determined by the Landscape Architect, the Contractor will repeat site preparation operations and re-sod affected areas at the Contractor's expense. 10.Note: Sod shall be a premium Kentucky Bluegrass blend, and is required in all areas indicated on the plans as well as areas which have been affected by construction. Sod can be placed as long as water is available and the ground surface can be properly prepared. Sod shall not be laid on frozen or snow-covered ground. Sod shall be strongly rooted, not less than two (2) years old and free of weeds and undesirable native grasses. Sod should be machine cut to pad thickness of 3/4" (plus or minus 1/4"), excluding top growth and thatch. Provide only sod capable of vigorous growth and development when planted (viable, not dormant). Provide sod of uniform pad sizes with maximum 5% deviation in either length or width. Broken pads or pads with uneven ends will not be acceptable. Sod pads incapable of supporting their own weight when suspended vertically with a firm grasp on the upper 10% of pad will not be accepted. J.Timing of plant material and seeding operations: 1.Seeding of specified areas shall occur when the soil temperature is above 55° F. No seed shall be sown during periods of high winds, or when the ground is not in proper condition for seeding (see section 3-02 (G)). Seeding operations for the specified mixes shall occur in the spring time frame of April 15 through June 30 and in the summer time frame of August 15 through December 1. The mixes containing bluegrass and fescue seed must have six weeks to harden off for winter survival. 2.Sod shall be installed when the ground is not frozen or snow covered and temperatures are less than 80° F. It shall not be placed during a period of extended drought. 3.Herbaceous ornamental plants shall be planted between May 1 and June 15 or between August 15 and December 1. 4.Spring planting of woody ornamental plants shall be performed from the time the soil can be easily worked until June 1, except that evergreen planting shall end on May 15. Oak, hawthorn and red maple species will only be planted during this spring planting period. Fall planting will begin August 15 and will continue until the ground cannot be worked satisfactorily, except that evergreen planting shall be performed between August 15 and December 1. 3-04 MAINTENANCE: A.All plantings shall be maintained by the Contractor for a period of 90 days after preliminary acceptance by the Owner or his/her representative. Maintenance shall include but is not limited to: mowing and edging turf, pulling weeds, watering turf areas and plant material plus annual flower maintenance. The Contractor will reset settled plants to proper grade and position. Dead material will be removed. Stakes and guy wires will be tightened and repaired as required. 3-04 ACCEPTANCE: A.All plant material (excluding annual color), shall be warranteed for one (1) year after the end of the 90 day maintenance period. The end of the maintenance period is marked by the final acceptance of the Contractor's work by the Owner or his/her representative. 3-06 SITE CLEAN-UP: A.The Contractor shall protect the property of the Owner and the work of other contractors. The Contractor shall also be directly responsible for all damage caused by the activities and for the daily removal of all trash and debris from his/her work area to the satisfaction of the landscape architect . GENERAL PLANTING SPECIFICATIONS: 102 Plainfield Parking Lots, 2392-A0DesignerRMorganDate05/24/2023ScaleNot to ScaleDrawing No.A0SummarySymbol Label QTY Manufacturer Catalog DescriptionNumberLampsLampOutputLLFInputPower2American ElectricLightingATB0 P305 R4 4K Autobahn Small P305 Package RoadwayType IV 4000K/5000K1 19809 0.9 2904American ElectricLightingATB0 P305 R4 4K/5KHSSAutobahn Small P305 Package RoadwayType IV 4000K/5000K House side shield1 16359 0.9 1448American ElectricLightingATB0 P305 R2 4K HSS Autobahn Small P305 Package RoadwayType II 4000K House side shield1 16840 0.9 145Luminaire LocationsNo. Label X Y ZLocationMH Orientation Tilt X YAimZ2 B -735.60 420.43 25.00 25.00 0.00 0.002 C -968.43 558.36 25.00 25.00 91.11 0.00 -967.18 558.33 0.003 C -841.22 561.41 25.00 25.00 270.00 0.00 -842.47 561.41 0.004 C -1042.11 786.42 25.00 25.00 180.00 0.00 -1042.11 785.17 0.005 C -1012.87 666.94 25.00 25.00 177.51 0.00 -1012.82 665.70 0.001 D -1006.16 1003.47 25.00 25.00 178.60 0.00 -1006.13 1002.22 0.002 D -783.48 1010.30 25.00 25.00 182.20 0.00 -783.53 1009.05 0.003 D -710.48 874.90 25.00 25.00 266.82 0.00 -711.72 874.83 0.004 D -966.00 876.89 25.00 25.00 268.41 0.00 -967.24 876.86 0.006 D -837.23 774.58 25.00 25.00 180.00 0.00 -837.23 773.33 0.007 D -712.47 671.81 25.00 25.00 77.09 0.00 -711.25 672.09 0.008 D -660.04 483.33 25.00 25.00 75.68 0.00 -658.83 483.63 0.009 D -649.42 355.23 25.00 25.00 90.00 0.00 -648.17 355.23 0.001 B -889.21 413.44 25.00 25.00 358.60 0.00Note1. Luminaires depreciated to 0.9 LLF2. See Location Schedule for aimingand orientation.3. Vist acuitybrands.com for full specinformation.Total103 Plainfield Parking Lots, 2392-A0DesignerRMorganDate05/24/2023ScaleNot to ScaleDrawing No.A0SummaryNorth Lots104 Plainfield Parking Lots, 2392-A0DesignerRMorganDate05/24/2023ScaleNot to ScaleDrawing No.A0SummaryMiddle Lots105 Plainfield Parking Lots, 2392-A0DesignerRMorganDate05/24/2023ScaleNot to ScaleDrawing No.A0SummarySouth Lots106 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | Planners248TH AVENUE APARTMENTS RE-SUBDIVISIONVILLAGE OF PLAINFIELD, ILLINOISPRELIMINARY PLAT OF SUBDIVISION1 1 May 25, 2023 - 08:57 Dwg Name: P:\Arbpfil01\dwg\Surv\Final Drawings\Plat of Subdivision\Preliminary Plat\ARB.PFIL01-PR.dwg Updated By: bstrohl107 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | Planners248TH AVENUE APARTMENTS RE-SUBDIVISIONVILLAGE OF PLAINFIELD, ILLINOISFINAL PLAT OF SUBDIVISION1 2 March 27, 2023 - 15:00 Dwg Name: P:\Arbpfil01\dwg\Surv\Final Drawings\Plat of Subdivision\ARB.PFIL01-PS.dwg Updated By: MSchmitt108 PROJ. MGR.: DRAWN BY: DATE: SCALE: OF SHEET PROJ. ASSOC.:DATEREVISIONSDRAWN BYTM700 Springer Drive, Lombard, IL 60148 ph:630.691.8500 fx: 630.691.8585 manhard.comCivil Engineers | Surveyors | Water Resource Engineers | Water & Waste Water EngineersConstruction Managers | Environmental Scientists | Landscape Architects | Planners248TH AVENUE APARTMENTS RE-SUBDIVISIONVILLAGE OF PLAINFIELD, ILLINOISFINAL PLAT OF SUBDIVISION2 2 March 27, 2023 - 15:00 Dwg Name: P:\Arbpfil01\dwg\Surv\Final Drawings\Plat of Subdivision\ARB.PFIL01-PS.dwg Updated By: MSchmitt3686 3686 062-068509 109 1 From:Christopher Ming-Wei Cheung Sent:Monday, June 19, 2023 11:11 PM To:Planning Department Subject:Opposition regarding the construction of apt at 127th and 248th street. To whom it may concern, We (, Plainfield, IL, 60585) are oppose to the construcƟon plans. The reasons: ‐ increase of traffic ‐ if so, the safety of the families with kids who play outside in the neighborhoods. Please count our vote in as we are unable to aƩend the meeƟng regarding to this issue. Thank you, Julie Tai ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise cauƟon when replying to this message or clicking on links or aƩachments. 110 1 From:Erin Thomas Sent:Monday, June 19, 2023 7:58 PM To:Planning Department Cc:Erin Thomas Subject:Vote against apartments at 127th and 248th Hello, My name is Erin Thomas, and I live in the Northpointe subdivision. I (again) am voicing my strong opposiƟon to apartments being built at 127th and 248th. With Bronk Farm, the train, Plainfield North, Canterbury Woods, Heritage Oaks, and other subdivisions already in place, we cannot handle another apartment complex or subdivision in the area. The traffic is already a problem (please remind the builder there is no such thing as ‘complementary traffic.’) The area is zoned as Plainfield’s medical district, and while I understand no one has come forward yet to build, there is no way Plainfield can conƟnue to grow if you stunt it’s access to good medical care. We are becoming a suburb that only offers residenƟal living, nothing interesƟng or helpful in the village. I suggest we focus as a village on how to grow culturally, not just by adding bodies. One of the board members already stated that she avoids our area due to congesƟon, and the new apartments will only make that problem worse. I am frankly irritated that it was obvious at the last meeƟng that the board was against the building of the apartments, however rather than vote you allowed them to come back again(aŌer mulƟple delays). Many families are now on vacaƟon therefore we cannot voice our dissent in person, however let me be clear that no one in NP supports this build. Thank you for reading and I trust you will make the right decision for Plainfield. Sincerely, Erin Thomas Sent from my iPhone ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise cauƟon when replying to this message or clicking on links or aƩachments. 111 1 From:Leslie Johnson Sent:Monday, June 19, 2023 3:50 PM To:Planning Department Subject:Proposed apartments at 248th and 127th Good Afternoon, We are residents of the Northpointe neighborhood sandwiched between 248th & Van Dyke, just off of 127th. We are writing today opposing the proposed apartment complex being discussed on the corner of 248th & 127th. While we oppose the complex for four main reasons; increased traffic, additional stress on our schools, concern regarding decreased property values and the Bronk Farms subdivision. My communication will only focus on traffic. Traffic in our area is already heavy and poorly managed. 127th takes on the traffic from all of the homes, townhomes and apartments on 127th into Oswego as they try to reach Route 59 or head further down to get onto I-55. 127th is a single lane road that crosses over a set of active railroad tracks, thus throwing off the flow of traffic throughout the day. We usually have to wait through two stoplights (at least) to cross over Route 59 from 127th. During the workweek, trying to cross over Route 59 westbound on 127th usually has us sitting through an average of 3 stoplights as we make our way home from I-55. Not to mention there are no turn lanes at multiple intersections in north Plainfield. Traffic also is a large problem before and after school times at Plainfield North. The line to turn onto 248th from 127th to make the first bell is backed up daily onto 127th. Our concern with residents attempting to exit the apartment complex through this traffic to be an accident waiting to happen. Northpointe has already had to contact the police department and high school on many occasions due to the increased volume of cars racing through from surrounding neighborhoods trying to get into line. A resident has clocked multiple cars at over 40 MPH as our own children walk to the high school or we leave our homes for work. Adding an apartment complex and increasing the volume of traffic at these “rush hour” times will put our neighborhood at greater risk. What the village has not been able to study yet, is the increased volume of traffic once Bronk Farms has been completed, which is years from now. We ask the city of Plainfield to not approve any additional housing until the major residential project at 127th and Van Dyke is 100% complete. The volume of stress those homes will put onto our roads and schools cannot accurately be accounted for right now. There are multiple builders still building on 127th, which puts Plainfield at a huge disadvantage of understanding how these already approved projects are going to stress our roads and schools. Please do not approve this complex, as it is not the right time or place. Please stop saturating the town with residences, and provide more business and areas where we can enjoy the town we decided to raise our children in. Thank you for your time, Jeff and Leslie Johnson ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 112 1 From:Megan Hammond <> Sent:Sunday, June 18, 2023 2:53 PM To:Planning Department Subject:Proposed apartment complex at 127 Hi I am a Resident of Northpointe and I am VERY against an apartment building being built at the corner of 127. Have you driven down 248 during school release time? The traffic is already insane and will only be worse with the new neighborhood already being built. Our schools will be overfilled and it will only hurt plainfield. We don’t haven have a full grocery store in this general area because they claim it wasn’t making money. So we take alway grocery stores and add more homes to shop at the other stores in the area that can’t keep up with the supply? I urge you to vote no on this building proposal. Thank you so much for your time Have a magical day! Megan Hammond ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 113 1 From:Pritesh Bhadane <> Sent:Monday, June 19, 2023 2:21 PM To:Planning Department Subject:248th Apartment Project Dear Brian Minnis, Chairman, Village of Plainfield Planning Commission, I hope this email finds you well. I am writing as a concerned resident and member of our community to express my strong opposition to the proposed new apartment development at the intersection of 127th Street and 248th Avenue. I firmly believe that this development will have a detrimental impact on our neighborhood and the quality of life for its residents. First and foremost, our neighborhood has always been characterized by its tranquil, residential nature. Introducing a large apartment complex in this area would disrupt the peaceful atmosphere that we have all come to appreciate and enjoy. The increased population density, traffic congestion, and noise pollution resulting from this project would significantly alter the character of our neighborhood and diminish our overall quality of life. Moreover, the introduction of a large apartment complex could have negative effects on property values in the neighborhood. Many residents have invested significant time and resources into their homes, and the sudden presence of a towering apartment building could devalue their properties. This potential decline in property values could have long-term consequences for the financial stability and well-being of current residents. Lastly, it is crucial to take into account the sentiments of the community. As neighbors who have built relationships and a sense of belonging in this area, we should have a say in the future development that directly impacts us. The proposed project appears to disregard the wishes and concerns of the residents who have made this neighborhood their home, and it is vital that our voices are heard and considered during this decision-making process. In conclusion, I urge the Village of Plainfield Planning Commission to reconsider the proposed apartment development at the intersection of 127th Street and 248th Avenue. Its approval would disrupt the peaceful nature of our neighborhood and potentially diminish property values. I implore you to prioritize the well- being and interests of the current residents, who have invested in making this neighborhood the desirable place it is today. Thank you for your attention to this matter. I trust that you will give careful consideration to the concerns raised by the community and make a decision that reflects the best interests of our neighborhood and its residents. Yours sincerely, Pritesh Bhadane Plainfield, IL 60585. ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 114 1 From:Swati Amin Sent:Monday, June 19, 2023 10:16 PM To:Planning Department Subject:248th ave and 127th street apartments To, Brian Minnis Plan Commissioners, Chairman Good evening sir. I am a resident of Northpointe. We moved to Plainfield in 2019 because we loved what Plainfield had to offer to our family for better quality of life compared to Naperville. When we bought our property we knew that the farm/land behind us is zoned for medical service related development. Now, I understand that Edward Elmhurst group wants to sell this land to AR builders, a for profit commercial rental property development company. Two months ago, AR builder saw a very good opportunity to make money by proposing 6 high‐rise commercial rental buildings without having much consideration of the surrounding neighborhood, appropriateness of the structures, traffic congestion and safety. After the first hearing, AR builders withdrew the proposal when the proposal was not well received. Now, at the last minute on Friday the 16th new proposal showed up on the village planning agenda meeting scheduled to take place on June 20th, which gives very little time for the surrounding community to be aware of the new proposed agenda or read thru and understand the full proposal. As I saw at the last meeting, AR Builders have high powered attorney and seven other professional staff representing their financial interest. Who do we the people turn to for help to protect the value of our property and the privacy? Who is looking out for the village tax payers interest? We can’t afford an attorney representation. Well, we turn to you Mr. Minnis. I believe that you and your fellow commissioners will think thru this proposal and do what is right for the neighboring community and what is best for the Village of Plainfield by not supporting this project. The followings are my concerns. 1: Two high‐rise buildings with peak roof height of 50 ft 11 inches which are the tallest residential structures in Plainfield. This height /tall structures does not fit 115 2 well in the surrounding neighborhoods. This will negatively impact the property values of homes in Northpointe. 2: Density of the proposed buildings: too many buildings in a smaller piece of land. 157 total units is a lot on 13 acre parcel. 2: Proposed 157 units will add too much traffic on 248 Ave and 127st street because 450+ Plute homes will be added. This means that 600+ homes will add tremendous traffic to the already heavily used 248 ave. This will cause a concern for safety for Northpointe residents and children. 3: Tree removal is a big concern for the environment. Proposed tree replacement height will not replace the current well established trees. 4: Entry exit only on 248Th ave. My question is this: if Edward Elmhurst group thinks and supports that this proposal is compatible with their medical complex then why would not they permit the commercial residential development entry/exit access thru their property? They are ready to sell the land and cash out but don’t want to be thoughtful to the surrounding community which has supported their existence for 20 years. Thank you for reading this long Email. Sincerely, Swati Amin Northpointe resident ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 116 1 Tracey Erickson From:Manuel Magallanes <> Sent:Tuesday, June 20, 2023 11:24 AM To:Planning Department Subject:new building at 248 and 127th proposal I’m writing this letter in opposal to the new proposal of apartments. I live near by in the Northpointe subdivision on Magnetic Way and am aware of the amount of traffic there already is on a daily basis. I believe adding a apartment complex would be a disaster to the already high traffic street. Considering there is already construction being done by Pulte and more traffic will be added by them once done, I can’t imagine how much worse it would be adding on top of that a new apartment complex. Please take in consideration the families living in this neighborhood when approving the proposal. Sent from Mail for Windows ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 117 1 From:Maria Katny-Loefer Sent:Tuesday, June 20, 2023 1:46 PM To:Planning Department Cc:Maria Katny-Loefer Subject:RE: 248TH Apartments (CASE 2015-052623.SPR.PP.FP I want to thank the Plainfield Planning Commission for their Ɵme and efforts in keeping Plainfield’s best interests in mind when making their decisions. I have several concerns regarding proposed development: Im truly concerned about the traffic and safety that will be an issue if proposed development goes in. Only having access in and out of proposed development off 248th seems very problemaƟc and unsafe. As you are very aware that is a very heavily populated area to begin with, and Bronk Farm has not even been fully developed. It also seems like the traffic studies cannot possibly be accurate without that development being established yet. Im also concerned about the height of the proposed apartment buildings. Can the height of the buildings be modified? Lastly, Im concerned about the landscaping. I understand it meets the minimum requirement however, can there be addiƟonal mature landscaping to act as a buffer between property lines. Thank You, Maria Loefer NorthPointe Resident ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise cauƟon when replying to this message or clicking on links or aƩachments. 118 1 From:John Newcomb Sent:Tuesday, June 20, 2023 3:53 PM To:Planning Department Cc:John Argoudelis Subject:FW: Agenda for Plan Commission on Tuesday, June 20, 2023 at 7:00 PM CDT has been posted Resending to the correct Plan Commission mailbox. Sent from Mail for Windows From: John Newcomb Sent: Tuesday, June 20, 2023 3:47 PM To: plainfieldil@public.govdelivery.com Cc: jargoudelis@goplainfield.com Subject: RE: Agenda for Plan Commission on Tuesday, June 20, 2023 at 7:00 PM CDT has been posted Plan Commission, It is very exciting to see the strong growth in Plainfield. Appreciate the effort to develop neighborhoods and bring new businesses to the area. One area of concern is whether the current infrastructures –roads/highways/intersections can handle this growth in a safe way while limiting growing traffic congestion. We live in the Tuttle Estates neighborhood (roughly at 127th and Route 30). The intersection at 127th and Route 30 is poorly designed for the current volume of traffic. Drivers trying to get to Route 59 (or back) from this area can get significant delays from trains, slow recovery from trains, lack of right turn lanes and poor traffic signal timing. Several times a day this area is backed up. During the school year it can become a gridlock. Besides congestion safety is an issue. In this meeting you will be discussing adding an apartment complex at 127th and 248th. This combined with the new Bronk Farm neighborhood almost across the street will add more traffic to this problem. No issue with this development but would like the Planning Committee to consider evaluating the current traffic volume, patterns and road structures to determine what steps can be made to prevent additional congestion and safety issues. This is not isolated to our area. 135th Street near Route 59 has the same issues. Right turn lanes, improvements in left‐ turn lanes and improvements in traffic signal timing would make a significant difference. Let me know if you have any questions. Based on what I see posted on various social media sites and what I hear from neighbors everyone loves Plainfield but everyone hates Plainfield traffic safety and congestion issues. Thank you for your time. John Newcomb 119 120 1 Tracey Erickson From:rohitamin <> Sent:Tuesday, June 20, 2023 12:02 PM To:Planning Department Subject:248th Ave Apts Brian Minnis Plan Commissioners, Chairman Good Afrernoon Mr Minnis I am a resident of Northpointe. We moved to Plainfield in 2019 because we loved what Plainfield had to offer to our family for better quality of life compared to Naperville. When we bought our property we knew that the farm/land behind us is zoned for medical service related development. On friday I was notified by email that the planning committee has a meeting on the 20th of June, which is very short notice to the citizens. Two months ago, AR builder had made a presentation by proposing Six high-rise commercial rental buildings without having much consideration of the surrounding neighborhood, appropriateness of the structures, traffic congestion and safety. After the first hearing, AR builders withdrew the proposal when the proposal was not well received. Now, at the last minute on Friday the 16th new proposal showed up on the village planning agenda meeting scheduled to take place on June 20th, which gives very little time for the surrounding community to be aware of the new proposed agenda or read thru and understand the full proposal. As I saw at the last meeting, AR Builders have high powered attorney and seven other professional staff representing their financial interest. Who do we the people turn to for help to protect the value of our property and the privacy? Who is looking out for the village tax payers interest? We can’t afford an attorney representation. Well, we turn to you Mr. Minnis. I believe that you and your fellow commissioners will think thru this proposal and do what is right for the neighboring community and what is best for the Village of Plainfield by not supporting this project. The followings are my concerns. 1: Two high-rise buildings with peak roof height of 50 ft 11 inches which 'will' be the tallest residential structures in Plainfield. This height /tall structures does not fit well in the surrounding neighborhoods. This will negatively impact the property values of homes in Northpointe. 2: Density of the proposed buildings: too many buildings in a smaller piece of land. 157 total units is a lot on 13 acre parcel. 2: Proposed 157 units will add too much traffic on 248 Ave and 127st street because 450+ Plute homes will be added. This means that 600+ homes will add tremendous traffic to the already heavily used 248 ave. This will cause a concern for safety for Northpointe residents and children. 3: Tree removal is a big concern for the environment and privacy. Proposed tree replacement height will not replace the current well established trees. 4: Entry exit only on 248Th ave. My question is this: if Edward Elmhurst group thinks and supports that this proposal is compatible with their medical complex then why would not they permit the commercial residential development entry/exit access thru their property? To be fair, i thought I time traffic patterns today, when I go to and from work it took me 3.5mins to get out of my subdivision at 8:30 AM (from west priare grove road). Now that the" Covid" is over the traffice patterns have changed drastically. the previous traffic study was performed during "Covid" that should be made note off. I have compared the previous and current plan. It acomodates the Edward complex more than the residents of Northpointe. Rohit A. Sincerely, ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 121 1 Tracey Erickson From:Swati Amin <> Sent:Thursday, June 22, 2023 5:41 PM To:Planning Department Subject:248 ave and 127th street apartments proposal To, Brian Minnis Plan Commissioners, Chairman Good afternoon Mr. Minnis. I would like to thank you for listening to my family and neighbors’ concerns carefully at the June 20th planning meeting and voting "no". Your fellow commissioners who also voted "no" are truly appreciated and we are thankful to them as well. Your commitment to the community shows that you will do what is right for the taxpayers of Plainfield. I strongly believe that residents of the Plainfield and local community have the best interest in preserving and developing their neighborhoods than the out of state developer. After hearing from the AR builder, I have a few questions and concerns. * Please note we are not against the development of this land but if somehow "age restricted community" qualifies under the current annexation code then the Northpointe community would like our privacy and home values to be protected. * I still strongly believe that 50ft 11 inches tall apartment buildings just don't belong to an age restricted community. Tall buildings will create a disconnect amongst the surrounding single family home subdivisions. Two tall apartment buildings should be completely eliminated from the proposed plan and the entire "age restricted community " should be townhomes only. That will be a better fit with surrounding communities. * The AR Builder can negotiate with the Edward group about getting permission on 127 th entry/exit to ease the burden on 248 during rush hours. I can't even imagine how much traffic will back up when a southbound vehicle on 248 would want to make a left turn in the proposed age restricted complex, how much traffic will back up on a one lane each way road. Furue Pulte homes and proposed community will add 600+ household traffic in the area. Especially in the morning hours and after school hours, when the Plainfield North high school traffic is the heaviest. At that time traffic through Northpointe will increase, compromising our children's safety. * The proposed vegetation and landscaping meets the village required minimum criteria but landscaping needs to be taller evergreens to provide year round dense green screening between the homes and proposed townhomes for privacy. * AR Builder stated on June 20th that the proposed distance is more than last time between Northpointe home and their nearest building. I am unable to find this info in the June 20th report they have submitted. Where can I find that info? For your reference on April 5th report, it is clearly stated on page 3: SPECIAL USE FOR PLANNED DEVELOPMENT AMENDMENT (PUBLIC HEARING) “The shortest distance (measured building to building) between the homes in Northpointe and the proposed development are: +/- 245 feet from apartments and +/- 190 feet from the townhome” My questions are as follows: 1) What is the shortest distance (measured building to building) between the homes in Northpointe and the proposed development Blg#1 and Blg#2 which are townhomes right behind the Northpointe home? (My home is right behind the Blg#1) 2) What is the height of the Edward building? Is it 45 feet? I believe that Edward's building's 3 story height is less than 50 ft 11 inches. (Proposed 4 story apartment peak roof height is 50ft 11inches) Thank you again for reading this long email. Best Regards, Swati Amin Northpointe resident ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise caution when replying to this message or clicking on links or attachments. 122 1 Tracey Erickson From:GamEZ <> Sent:Friday, June 23, 2023 9:19 AM To:Planning Department Subject:Northpointe resident Hello Good morning, This email is for commi ee chairman Brian Minnis and any other chairman who makes decision on planning development for village of Plainfield. With 127 th and 248 traffic is the big issue especially with bronk farm coming up with mix of town home and houses it will get even more crowded and traffic will be even more challenging. With my kids who goes at PNHS . For me to pick him up and drop him off , I only live 5 min away and takes me over 30 minutes with the current traffic, If we have apt building coming up I could imagine that can take even be more longer me because of traffic conjunc on. PULTE sold us our lot knowing at that me it was medical zone. We request that Village of Plainfield keep it that way . Which gave Northpointe community a peace of mind knowing we will have quite peaceful neighborhood with having x amount of traffic can be challenging. My request is that let the residents decide in the area what will they like . For example we don’t have playing ground like commissioner park . Our community Park is very li le and would love to have park that will have residents of Northpointe and surrounding communi es can benefit of it . As community grow we want to have a balance of parks for residents of Plainfield which can benefit out of it . 2 nd idea keep it same and consistent like having more houses that will help us with the value of our homes. PULTE or any other builders can build homes and I am sure Neighbour community will not oppose to that idea . PULTE bought land across Northpointe and develop Bronk Farm but le the middle area empty, that’s a big ques on to think about , they charged us lots of money for a north facing lot due to keeping as medical zone . PULTE knew that North pointe residents will be oppose to have 51 feet tall buildings going in front of our house , that’s why they chose not to build anything there. Ecsta c point of view it’s not something we are looking forward to it . Right now we have nice open view and having medical zone or parks or having houses will remain almost same but with Apartments it will fill like having giant wall in front of your house and I am sure no one would like that, where they had there house built knowing that they would be facing wall . PULTE charged us extra amount of money for the lot because of the facing of the lot and we paid happily knowing what we were ge ng out of it . If we would have known Apartment are going to be right in front of the house I think lot of people would have considered different op ons. Last but not least I was living in Bolingbrook for over 20 and one thing I learned about Plainfield that they are very popular about few things. They are very strict in rules , regula ons and zones , and making sure that they will do what’s right for the community and make sure that they are building community where people will enjoy over years to come and my humble request is that we con nue to do that . Thank you for your considera on. Vikas Patel Sent from my iPhone ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise cau on when replying to this message or clicking on links or a achments. 123 1 Tracey Erickson From:Vamsi <> Sent:Friday, June 23, 2023 9:17 PM To:Planning Department Subject:Hightrise on 127st n 258 Dear All, This is with great concern with the new uprise buildings proposal from the builder on 248 and 127 intersec on. I personally do not have any conflict with the town knows as being built, but with any buildings with more than two floors will have big impact on the privacy and also with the large apartment complex there will be issues with the traffic and school systems and everything related to high crowds . And also, I would like to men on if the entrance would be on 248, rather than 127. Regards, Vamsi ATTENTION: This email originated from a sender that is outside the Village of Plainfield's email system. Please exercise cau on when replying to this message or clicking on links or a achments. 124 Traffic Impact Study Proposed Residential Development Plainfield, Illinois Prepared For: May 26, 2023 SITE 125 Proposed Residential Development Plainfield, Illinois 1 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 a proposed senior residential development to be located in Plainfield, Illinois. The site, which is currently vacant, is located in the northeast corner of the intersection of 127th Street with 248th Avenue. As proposed, the site will be developed with an age-restricted senior residential development with 55 single family attached homes and two apartment buildings with 51 units each for a total of 157 residences. Access to the development will be provided via two full-movement access drives off 248th Avenue. 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 additional 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. Year 2023 Base Conditions – Analyzes the capacity of the existing roadway system using existing peak hour traffic volumes in the surrounding area. 2. Year 2029 No-Build Conditions – Analyzes the capacity of the existing roadway system using existing traffic volumes increased by an ambient area growth factor not attributable to any particular development and the traffic that will be generated by the Bronk Farm development. 3. Year 2029 Total Projected Conditions – Analyzes the capacity of the future roadway system using the projected traffic volumes that include the Year 2029 no-build volumes and the traffic estimated to be generated by the proposed development. 4. Year 2023 Base and Year 2029 Total Projected Conditions (School Peak) – Analyzes the capacity of the existing and future roadway system during the peak hours of Plainfield North High School activity. 126 Proposed Residential Development Plainfield, Illinois 2 Site Location Figure 1 SITE 127 Proposed Residential Development Plainfield, Illinois 3 Aerial View of Site Figure 2 Van Dyke Road127th Street 248th AvenueSITE 128 Proposed Residential Development Plainfield, Illinois 4 2. Existing Conditions Existing transportation conditions in the vicinity of the site were documented based on field visits conducted by KLOA, Inc. 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, which is currently vacant, is bounded by the North Point residential subdivision to the north, Edward Elmhurst Health to the east, 127th Street to the south, and 248th Avenue to the west. Land uses within the vicinity of the site are primarily residential. The Children’s Courtyard of Plainfield is located on the west side of 248th Avenue opposite the site. The Plainfield North High School is located in the southeast corner of 248th Avenue with 119th Street. Existing Roadway System Characteristics The characteristics of the existing roadways near the development are described below and illustrated in Figure 3. 127th Street is an east-west major collector roadway that generally provides one lane in each direction. Between Van Dyke Road and 248th Avenue, 127th Street provides one eastbound lane and two westbound lanes and is generally divided by a landscape median. 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. 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. 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 the Edward Elmhurst Health 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. The access drive provides an exclusive left-turn lane and an exclusive right-turn lane on the southbound approach. 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. 127th Street is under the jurisdiction of the Village of Plainfield within the Village limits and is otherwise 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. 129 HEALTH EDWARD ELMHURST NORTH POINTE (PLANNED DEVELOPMENT) BRONK FARM WOODS CANTERBURY COURTYARD THE CHILDREN'S CROSSING KINGS SITE 30 Figure: 3 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Existing Roadway Characteristics - TRAVEL LANE - TRAFFIC SIGNAL - STOP SIGN - SPEED LIMITXX - HIGH VISIBILITY CROSSWALK - STANDARD CROSSWALK - HIGH VISIBILITY CROSSWALK - HIGH VISIBILITY CROSSWALK LEGEND - RAILROAD CROSSING Plainfield, Illinois Development Proposed Residential N NOT TO SCALEAVENUE248TH ROADVAN DYKEDRIVE PRAIRIE GROVE B O U LE V A R DWA TE R F O R D ACCESS DRIVEEDWARD ELMHURSTSTREET 127THHIGHWAYLINCOLN ACCESS DRIVE CHILDREN'S COURTYARD 45 55 45 55 25 25 45 25 45 40 40 35 45 45 45 130 Proposed Residential Development Plainfield, Illinois 6 248th Avenue is a north-south local roadway that extends north from 127th Street and provides one lane in each direction. At its signalized intersection with 127th Street, 248th Avenue provides an exclusive left-turn lane and an exclusive right-turn lane on the southbound approach. At its unsignalized intersection with Prairie Grove Drive, 248th Avenue provides an exclusive left-turn lane and a shared through/right-turn lane on both approaches. At its unsignalized intersection with the Children’s Courtyard access drive, 248th Avenue provides an exclusive left-turn lane and a through lane on the northbound approach and a shared through/right-turn lane on the southbound approach. The access drive provides a left-turn lane and a right-turn lane on the eastbound approach. 248th Street is under the jurisdiction of the Village of Plainfield, carries an AADT volume of 7,400 vehicles (IDOT 2019), and has a posted speed limit of 45 miles per hour. U.S. Route 30 (Lincoln Highway) is a north-south other principal arterial roadway that in the vicinity of the site provides one 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 and an exclusive left-turn lane and a shared through/right-turn lane on the southbound approach. 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 16,300 vehicles (IDOT 2021) 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. Van Dyke Road is a north-south major collector roadway that in the vicinity of the site provides two 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. Van Dyke Road is under the jurisdiction of the Village of Plainfield within the Village limits and is otherwise under the jurisdiction of Wheatland Township. Van Dyke Road carries an AADT volume of 5,550 vehicles north of 127th Street and 9,250 vehicles south of 127th Street (IDOT 2019) and has a posted speed limit of 45 miles per hour. Waterford Boulevard is a north-south local roadway that provides one lane in each direction generally 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 on the northbound approach and is under stop sign control. Waterford Boulevard is under the jurisdiction of the Village of Plainfield and has a posted speed limit of 25 miles per hour. Prairie Grove Drive is an east-west local roadway that provides one lane in each direction generally separated by a landscaped median. At its unsignalized intersection with 248th Avenue, Prairie Grove Drive provides a shared left-turn/through/right-turn lane on both approaches and is under stop sign control. Prairie Grove Drive is under the jurisdiction of the Village of Plainfield and has a posted speed limit of 25 miles per hour. 131 Proposed Residential Development Plainfield, Illinois 7 Year 2023 Base Traffic Volumes In order to determine current traffic conditions within the study area, KLOA, Inc. conducted peak period traffic counts at the following intersections: Tuesday, February 28, 2023 • 127th Street with 248th Avenue • 248th Avenue with Prairie Grove Drive Tuesday, September 21, 2021 • 127th Street with U.S. Route 30 • 127th Street with Waterford Boulevard • 127th Street with Edward Elmhurst Health Access Drive • 127th Street with Van Dyke Road The traffic counts were conducted 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. The results of the traffic counts show that the peak hours of traffic generally occur between 7:30 A.M. and 8:30 A.M. during the weekday morning peak period and between 5:00 P.M. and 6:00 P.M. during the weekday evening peak period. When the 2021 traffic counts were compared to the 2023 traffic counts, total traffic volumes on 127th Street were found to be comparable and, as such, the 2021 traffic counts were not increased. In order to provide a conservative analysis, 2021 and 2023 traffic volumes along 127th Street were increased to balance the traffic between the intersections. Copies of the traffic count summary sheets are included in the Appendix. Turning movements to and from the Children’s Courtyard were based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE). Table A, included in the appendix, shows the estimated trip generation. It should be noted that the area roadways in the vicinity of the site, especially 248th Avenue, experience additional peak hours related to the traffic activities at Plainfield North High School. These peak hours are discussed later in the report. The Year 2023 base traffic volumes are illustrated in Figure 4. 132 SITE 30 101 (271)308 (621) 371 (438)238 (187)107 (137)160 (467) 350 (332) 297 (416)138 (237)216 (291)142 (142)131 (225)194 (291)101 (215) 243 (588) 166 (141) 397 (455)335 (339) 330 (757) 481 (582) 271 (697) 526 (559) 25 (13) 1 (0) 33 (19)13 (23)6 (24)12 (19) 2 (0) 4 (9)2 (28)4 (36)73 (65)41 (47)44 (40)62 (70) 4 (11) 20 (53) 137 (128) 43 (153) 41 (111)1 (8) 2 (12) 23 (44)51 (153)58 (15)14 (46)24 (58)74 (34) 71 (44) 63 (158)45 (77)25 (59)32 (50) 65 (168)71 (111)4 (9)37 (37)1 (28) 72 (86) Figure: 4 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Year 2023 Base Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B A AVENUE248THROADVAN DYKEB DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN ACCESS DRIVE CHILDREN'S COURTYARD 248TH AVENUE @ 133 Proposed Residential Development Plainfield, Illinois 9 Crash Analysis KLOA, Inc. obtained accident data for the most recent available past six years (2017 to 2021) for the study area intersections. A review of the data revealed the following: • Four crashes were reported at the intersection of 127th Street with Waterford Boulevard. • One crash was reported at the intersections of 127th Street with the Edward Elmhurst Health access drive. • Two crashes were reported at the intersection of 248th Avenue with Prairie Grove Drive. • No fatalities were reported at any intersection during the reviewed period. Summaries of the crash data at the intersections of 127th Street with U.S. Route 30, 248th Avenue, and Van Dyke Road are shown in Tables 1 through 3. Table 1 127TH STREET WITH U.S. ROUTE 30 - CRASH SUMMARY Year Type of Crash Frequency Angle Pedestrian Object Rear End Sideswipe Turning Other Total 2017 0 0 0 5 0 1 0 6 2018 1 0 1 6 0 1 0 9 2019 1 0 0 4 1 1 0 7 2020 1 0 0 1 0 0 0 2 2021 0 0 1 5 0 0 0 6 Total 3 0 2 21 1 3 0 30 Average <1.0 -- <1.0 4.2 <1.0 <1.0 -- 6.0 134 Proposed Residential Development Plainfield, Illinois 10 Table 2 127TH STREET WITH 248TH AVENUE - CRASH SUMMARY Year Type of Crash Frequency Angle Pedestrian Object Rear End Sideswipe Turning Other Total 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 2021 0 0 0 1 0 1 0 2 Total 0 0 2 9 0 5 0 16 Average -- -- <1.0 1.8 -- 1.0 -- 3.2 Table 3 127TH STREET WITH VAN DYKE ROAD - CRASH SUMMARY Year Type of Crash Frequency Angle Pedestrian Object Rear End Sideswipe Turning Other Total 2017 2 1 0 3 0 4 0 10 2018 3 0 1 3 0 4 0 11 2019 1 0 0 2 0 2 0 5 2020 1 0 0 2 0 2 0 5 2021 0 0 0 3 0 1 0 4 Total 7 1 1 13 0 13 0 35 Average 1.4 <1.0 <1.0 1.6 -- 1.6 -- 7.0 135 Proposed Residential Development Plainfield, Illinois 11 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 site will be developed with an age-restricted senior residential development with 55 single family attached homes and two apartment buildings with 51 units each for a total of 157 residences. Access to the development will be provided as follows: • A proposed full-movement access drive on the east side of 248th Avenue approximately 620 feet north of 127th Street aligned opposite the Children’s Courtyard access drive. The access drive will provide one inbound lane and two outbound lanes striped to provide a thorough/left-turn lane and a right-turn lane and divided by a landscape median. Outbound movements should be under stop sign control. • A proposed full-movement access drive on the east side of 248th Avenue approximately 840 feet north of 127th Street, 220 feet north of the Children’s Courtyard access drive. The access drive will provide one inbound lane and one outbound lane with outbound movements under stop sign control. The existing striped median on 248th Avenue should be restriped to provide a continuous southbound left-turn lane serving both proposed access drives. A copy of the preliminary site plan is included in the Appendix. Directional Distribution The directions from which residents 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. Figure 5 also shows the distance, in feet, between the existing and proposed access intersections. 136 SITE 30 10% 25%10%15%2 0 %2 0 %620'165'745'Figure: 5 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Directional Distribution LEGEND 00' 00%- PERCENT DISTRIBUTION - DISTANCE IN FEET Plainfield, Illinois Development Proposed Residential N NOT TO SCALEAVENUE248TH ROADVAN DYKEDRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTSTREET 127THHIGHWAYLINCOLN 137 Proposed Residential Development Plainfield, Illinois 13 Peak Hour Traffic Volumes The number of peak hour trips estimated to be generated by the proposed residential development was based on vehicle trip generation rates contained in Trip Generation Manual, 11th Edition, published by the Institute of Transportation Engineers (ITE). The “Senior Adult Housing - Single-Family” (Land-Use Code 251) and “Senior Adult Housing - Multifamily” (Land-Use Code 252) rates were used to determine the traffic to be generated by the development. Table 4 shows the weekday morning and weekday evening peak hour traffic to be generated by the proposed residential development as well as the daily total traffic volumes. Table 4 PROJECTED DEVELOPMENT-GENERATED TRAFFIC VOLUMES ITE Land Use Code Type/Size Weekday Morning Peak Hour Weekday Evening Peak Hour Daily Trips In Out Total In Out Total In Out Total 251 Senior Adult Housing, Single-Family (55 Units) 8 17 25 17 11 28 178 178 356 252 Senior Adult Housing, Multifamily (102 Units) 7 13 20 14 12 26 160 160 320 Total 15 30 45 31 23 54 338 338 676 138 Proposed Residential Development Plainfield, Illinois 14 4. Projected Traffic Conditions The total projected traffic volumes include the base 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 traffic assignment for the development is illustrated in Figure 6. Background (No-Build) Traffic Conditions The Year 2023 base 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 Average Daily Traffic (ADT) projections provided by the Chicago Metropolitan Agency for Planning (CMAP), the base traffic volumes were increased by an annually compounded growth rate of 1.5 percent per year for six years (buildout year plus five years) for a total of approximately 9.0 percent to project Year 2029 no-build conditions. A copy of the CMAP 2050 projections letter is included in the Appendix. In addition the traffic that will be generated by the planned Bronk Farm development was added to the Year 2023 base traffic volumes, increased by the ambient growth factor, to determine the Year 2029 no-build conditions. The Year 2029 no-build conditions are illustrated in Figure 7. Total Projected Traffic Volumes The development-generated traffic (Figure 6) was added to the Year 2029 no-build traffic volumes (Figure 7) to determine the Year 2029 total projected traffic volumes, illustrated in Figure 8. 139 SITE 30 3 (2) 18 (14)9 (18)1 (3)2 (1)15 (12)2 (5)5 (3)4 (8)3 (2)3 (6) 6 (5) 3 (2) 6 (5) 15 (12) 5 (11)5 (11)3 (8)2 (3)3 (2)2 (3) 3 (6) 7 (6)1 (3)1 (2)4 (8)7 (6)8 (15) 8 (15)10 (8)10 (8)7 (6) Figure: 6 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Site-Generated Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B C A AVENUE248THACCESS DRIVE ACCESS DRIVE/SOUTH CHILDREN'S COURTYARD 248TH AVENUE @ ROADVAN DYKEB C DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN NORTH ACCESS DRIVE 248TH AVENUE @ 140 SITE 30 114 (309)333 (695) 431 (488)267 (209)133 (159)109 (115) 195 (523) 389 (386) 324 (453)156 (264)240 (323)155 (155)149 (252)218 (323)110 (234) 311 (671) 181 (154) 445 (546)365 (3 70) 358 (826) 527 (634) 344 (794) 589 (663) 25 (13) 1 (0) 33 (19)13 (23)6 (24)12 (19) 2 (0) 4 (9)2 (28)4 (36)73 (65)41 (47)44 (40)62 (70) 4 (12) 22 (58) 149 (140) 47 (167) 56 (157)1 (9) 5 (20) 23 (44)56 (167)58 (15)14 (46)24 (58)74 (34) 90 (57) 69 (172)49 (84)30 (74)35 (55) 80 (210)77 (121)7 (11)37 (37)1 (31) Figure: 7 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 Year 2029 No-Build Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B A AVENUE248THROADVAN DYKEB DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN ACCESS DRIVE CHILDREN'S COURTYARD 248TH AVENUE @ 141 SITE 30 114 (309)336 (703) 431 (488)267 (209)133 (159)115 (120) 198 (525) 391 (389) 324 (453)158 (269)245 (326)165 (163)156 (258)222 (331)115 (245) 311 (671) 189 (169) 445 (546)262 (372)194 (295)365 (3 70) 363 (837) 537 (642) 359 (806) 597 (678) 25 (13) 1 (0) 33 (19)13 (23)6 (24)12 (19) 2 (0) 4 (9)2 (28)4 (36)3 (2) 0 (0) 18 (14)73 (65)5 (17)41 (47) 0 (0)1 (3)44 (40)62 (70) 2 (1) 4 (12) 22 (58) 152 (146) 53 (172) 59 (163)1 (9) 5 (20) 23 (44)71 (179)58 (15)14 (46)24 (58)74 (34) 90 (57) 69 (172)49 (84)30 (74)35 (55) 80 (210)77 (121)7 (11)37 (37)1 (31) 7 (6)1 (2)4 (8)Figure: 8 Kenig,Lindgren,O'Hara,Aboona,Inc. Job No: 23-030 N NOT TO SCALE Year 2029 Total Traffic Volumes LEGEND 00 (00) - AM PEAK HOUR (7:30-8:30 AM) - PM PEAK HOUR (5:00-6:00 PM) B C A AVENUE248THNORTH ACCESS DRIVE 248TH AVENUE @ ACCESS DRIVE ACCESS DRIVE/SOUTH CHILDREN'S COURTYARD 248TH AVENUE @ ROADVAN DYKEB C DRIVE PRAIRIE GROVE B O U L E V A R DWA T E RF O R D ACCESS DRIVEEDWARD ELMHURSTRI/RO ACCESS DRIVE 248TH AVENUE @ A STREET 127THHIGHWAYLINCOLN Plainfield, Illinois Development Proposed Residential 142 Proposed Residential Development Plainfield, Illinois 18 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 modifications are required. Traffic Analyses Roadway and adjacent or nearby intersection analyses were performed for the weekday morning and weekday evening peak hours for the Year 2023 base, Year 2029 no-build, and Year 2029 total projected 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 software. The analysis for the traffic-signal controlled intersections were accomplished using actual and field-measured cycle lengths and phasings to determine the average overall vehicle delay and levels of service. 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 Year 2023 base, Year 2029 no-build, and Year 2029 total projected conditions are presented in Tables 5 through 10. A discussion of each intersection follows. Summary sheets for the capacity analyses are included in the Appendix. 143 Proposed Residential Development Plainfield, Illinois 19 Table 5 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH U.S. ROUTE 30– SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T/R L T/R L T R L T/R Year 2023 Base Traffic Volumes Weekday Morning Peak Hour D 53.2 D 35.8 D 48.0 C 23.5 D 54.0 C 31.0 C 27.4 D 51.2 C 24.4 C 30.5 D – 36.0 C – 27.3 C – 30.0 C – 27.6 Weekday Evening Peak Hour E 72.5 E 59.0 E 68.8 D 36.7 E 74.7 D 50.9 D 40.1 E 74.2 D 41.9 D 49.2 E – 59.4 D – 43.7 D – 49.4 D – 48.6 Year 2029 No-Build Traffic Volumes Weekday Morning Peak Hour E 58.8 D 42.8 D 54.8 C 26.6 E 59.0 C 36.7 C 31.0 E 60.3 C 27.2 D 35.4 D – 43.0 C – 30.3 D – 35.1 C – 32.1 Weekday Evening Peak Hour E 76.7 E 69.4 E 78.1 D 43.6 F 83.2 E 58.5 D 43.0 F 94.8 D 46.7 E 57.6 E – 69.6 D – 50.8 E – 55.9 E – 58.9 Year 2029 Total Projected Traffic Volumes Weekday Morning Peak Hour E 59.0 D 43.1 E 55.6 C 26.8 E 60.0 C 37.0 C 31.3 E 61.1 C 27.4 D 35.7 D – 43.2 C – 31.0 D – 35.3 C – 32.6 Weekday Evening Peak Hour E 76.8 E 70.3 F 79.5 D 44.4 F 83.6 E 59.0 D 43.6 F 96.8 D 46.9 E 58.4 E – 70.5 D – 51.8 E – 56.3 E – 59.9 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 144 Proposed Residential Development Plainfield, Illinois 20 Table 6 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH 248TH AVENUE– SIGNALIZED Peak Hour Eastbound Westbound Southbound Overall L T T R L R Year 2023 Base Traffic Volumes Weekday Morning Peak Hour A 5.8 A 7.4 B 17.8 A 4.6 C 24.5 A 7.7 B 11.4 A – 6.9 B – 13.9 C – 20.1 Weekday Evening Peak Hour A 6.8 A 7.3 C 21.8 A 2.7 D 37.7 A 8.5 B 14.4 A – 7.2 B – 16.7 C – 22.6 Year 2029 No-Build Traffic Volumes Weekday Morning Peak Hour A 6.3 A 7.8 B 19.7 A 4.4 C 28.3 A 8.2 B 12.8 A – 7.4 B – 15.7 C – 22.9 Weekday Evening Peak Hour B 11.1 A 8.5 C 25.7 A 3.4 D 39.8 A 8.3 B 16.6 A – 9.0 B – 20.0 C – 23.4 Year 2029 Total Projected Traffic Volumes Weekday Morning Peak Hour A 6.6 A 8.0 C 20.3 A 4.4 C 28.8 A 7.7 B 13.1 A – 7.6 B – 16.0 C – 22.4 Weekday Evening Peak Hour B 13.8 A 8.7 C 26.6 A 3.5 D 40.2 A 8.1 B 17.1 A – 9.9 B – 20.4 C – 23.4 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 145 Proposed Residential Development Plainfield, Illinois 21 Table 7 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH VAN DYKE ROAD – SIGNALIZED Peak Hour Eastbound Westbound Northbound Southbound Overall L T R L T/R L T/R L T/R Year 2023 Base Traffic Volumes Weekday Morning Peak Hour B 11.7 C 28.4 A 1.5 B 11.5 C 29.5 B 16.6 C 21.5 B 16.7 C 20.8 C 22.8 C – 22.7 C – 26.6 C – 20.7 B – 19.7 Weekday Evening Peak Hour B 10.7 C 27.5 A 4.3 B 13.5 D 38.5 B 18.7 B 15.8 B 17.6 C 24.8 C 25.0 C – 20.6 C – 33.5 B – 16.6 C – 23.4 Year 2029 No-Build Traffic Volumes Weekday Morning Peak Hour B 12.2 C 30.1 A 1.8 B 12.4 C 28.8 B 18.1 C 23.5 B 18.4 C 21.7 C 23.8 C – 24.0 C – 25.9 C – 22.6 C – 20.9 Weekday Evening Peak Hour B 11.7 C 29.3 A 4.1 B 18.7 D 52.3 B 19.9 B 16.0 B 18.1 C 26.0 C 29.9 C – 21.9 D – 45.0 B – 17.0 C – 24.6 Year 2029 Total Projected Traffic Volumes Weekday Morning Peak Hour B 12.2 C 30.5 A 2.0 B 12.5 C 28.8 B 18.2 C 23.6 B 18.4 C 21.8 C 23.9 C – 24.3 C – 25.9 C – 22.7 C – 20.9 Weekday Evening Peak Hour B 11.7 C 29.8 A 4.1 B 19.3 D 54.6 C 20.1 B 16.0 B 18.2 C 26.1 C 30.5 C – 22.2 D – 47.0 B – 17.1 C – 24.6 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 146 Proposed Residential Development Plainfield, Illinois 22 Table 8 CAPACITY ANALYSIS RESULTS – YEAR 2023 BASE CONDITIONS – UNSIGNALIZED Intersection Weekday Morning Peak Hour Weekday Evening Peak Hour LOS Delay LOS Delay 127th Street with Waterford Boulevard • Westbound Left Turn A 9.1 A 9.1 • Northbound Left Turn C 19.0 E 40.1 • Northbound Right Turn B 13.3 B 13.7 127th Street with the Edward Elmhurst Health Access Drive • Eastbound Left Turn A 8.5 A 10.0 • Southbound Left Turn C 16.9 D 27.3 • Southbound Right Turn A 9.8 B 12.3 248th Avenue with Prairie Grove Drive • Eastbound Approach B 10.7 B 13.3 • Westbound Approach B 10.7 B 12.8 • Northbound Left Turn A 7.5 A 7.9 • Southbound Left Turn A 7.7 A 8.1 248th Avenue with the Children’s Courtyard Access Drive • Eastbound Left Turn B 13.0 C 15.7 • Eastbound Right Turn A 9.4 B 10.1 • Northbound Left Turn A 7.7 A 7.9 LOS = Level of Service Delay is Measured in Seconds 147 Proposed Residential Development Plainfield, Illinois 23 Table 9 CAPACITY ANALYSIS RESULTS – YEAR 2029 NO-BUILD CONDITIONS UNSIGNALIZED Intersection Weekday Morning Peak Hour Weekday Evening Peak Hour LOS Delay LOS Delay 127th Street with Waterford Boulevard • Westbound Left Turn A 9.4 A 9.6 • Northbound Left Turn C 22.9 F 58.5 • Northbound Right Turn B 14.3 C 15.4 127th Street with the Edward Elmhurst Health Access Drive and Vicarage Drive • Eastbound Left Turn A 8.5 B 10.3 • Westbound Left Turn A 8.8 A 9.5 • Northbound Left Turn C 20.1 F 58.9 • Northbound Through/Right Turn B 13.2 B 14.3 • Southbound Left Turn C 23.4 F 53.0 • Southbound Through/Right Turn A 9.9 B 12.8 248th Avenue with Prairie Grove Drive • Eastbound Approach B 11.1 B 14.0 • Westbound Approach B 11.1 B 13.5 • Northbound Left Turn A 7.6 A 8.0 • Southbound Left Turn A 7.8 A 8.2 248th Avenue with the Children’s Courtyard Access Drive • Eastbound Left Turn B 13.6 C 16.7 • Eastbound Right Turn A 9.5 B 10.3 • Northbound Left Turn A 7.8 A 8.0 LOS = Level of Service Delay is Measured in Seconds 148 Proposed Residential Development Plainfield, Illinois 24 Table 10 CAPACITY ANALYSIS RESULTS – YEAR 2029 TOTAL PROJECTED CONDITIONS UNSIGNALIZED Intersection Weekday Morning Peak Hour Weekday Evening Peak Hour LOS Delay LOS Delay 127th Street with Waterford Boulevard • Westbound Left Turn A 9.5 A 9.7 • Northbound Left Turn C 23.7 F 61.8 • Northbound Right Turn B 14.4 C 15.8 127th Street with the Edward Elmhurst Health Access Drive and Vicarage Drive • Eastbound Left Turn A 8.76 B 10.4 • Westbound Left Turn A 8.9 A 9.6 • Northbound Left Turn C 20.4 F 61.4 • Northbound Through/Right Turn B 13.3 B 14.4 • Southbound Left Turn C 23.8 F 54.9 • Southbound Through/Right Turn A 9.9 B 12.9 248th Avenue with Prairie Grove Drive • Eastbound Approach B 11.2 B 14.1 • Westbound Approach B 11.1 B 13.6 • Northbound Left Turn A 7.6 A 8.0 • Southbound Left Turn A 7.8 A 8.2 248th Avenue with the North Site Access Drive • Westbound Approach B 11.3 B 13.6 • Southbound Left Turn A 7.8 A 8.1 248th Avenue with the Children’s Courtyard Access Drive and the South Site Access Drive • Eastbound Left Turn B 14.9 C 19.7 • Eastbound Through/Right Turn A 9.5 B 10.3 • Westbound Left Turn/Through C 15.6 C 20.2 • Westbound Right Turn A 9.5 B 10.2 • Northbound Left Turn A 7.8 A 8.0 • Southbound Left Turn A 7.7 A 8.0 LOS = Level of Service Delay is Measured in Seconds 149 Proposed Residential Development Plainfield, Illinois 25 Discussion and Recommendations The following summarizes how the intersections are projected to operate and identifies any roadway and traffic control improvements necessary to accommodate the development-generated traffic. 127th Street with U.S. Route 30 The results of the capacity analysis indicate that overall, this intersection currently operates at Level of Service (LOS) C during the weekday morning peak hour and LOS D during the weekday evening peak hour. It should be noted that the left-turn movements currently operate at LOS D or E as a result of the long cycle length (150 seconds) and their protected-only operations. The protected-only operations of the left turns cannot be altered due to intersection geometry and the at-grade railroad crossing. The left-turn movements operate below capacity. Under Year 2029 no- build conditions, this intersection is projected to operate at LOS D during the weekday morning peak hour and LOS E during the weekday evening peak hour. Under Year 2029 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 less than one second. Further, all left-turn movements are projected to continue to operate below capacity. Overall, the proposed development is projected to increase the volume of traffic traversing this intersection by approximately one percent during the 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 248th Avenue The results of the capacity analysis indicate that overall, this intersection currently operates at LOS B during the weekday morning and weekday evening peak hours. Further, all movements currently operate at LOS D or better during both peak hours. Under Year 2029 no-build conditions, this intersection is projected to continue to operate at LOS B during both peak hours. Under Year 2029 total projected conditions, this intersection is projected to continue operating at LOS B during both peak hours with increases in delay of approximately one second or less over no-build conditions. Further, all movements are projected to continue to operate at LOS D or better during both peak hours. It should be noted that under total projected conditions, 95th percentile eastbound left-turn queues are not projected to exceed the existing storage. Overall, the proposed development is projected to increase the volume of traffic traversing this intersection by two to three percent during the 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 Van Dyke Road 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 2029 no-build conditions, this intersection is projected to continue to operate at LOS C during both peak hours. 150 Proposed Residential Development Plainfield, Illinois 26 Under Year 2029 total projected conditions, this intersection is projected to continue to operate at LOS C during both peak hours with increases in delay of less than one second. Overall, the proposed development is projected to increase the volume of traffic traversing this intersection by less than one percent during the 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 Waterford Boulevard The results of the capacity analysis indicate that all critical movements at this intersection currently operate at LOS C or better during the weekday morning and weekday evening peak hours except the northbound left-turn movement, which operates at LOS E during the weekday evening peak hour. Under Year 2029 no-build conditions, all critical movements are projected to operate at LOS C or better except the northbound left-turn movement, which is projected to operate at LOS F during the weekday evening peak hour. It should be noted that this delay is typical and expected for left-turn movements at unsignalized intersections of local roadways with major collectors such as 127th Street. Under Year 2029 total projected conditions, all critical movements are projected to continue to operate at LOS C or better except the northbound left-turn movement, which is projected to continue to operate at LOS F during the weekday evening peak hour. The proposed development is not projected to increase the volume of turning vehicles at this intersection. 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. 127th Street with the Edward Elmhurst Health Access Drive and Vicarage Drive. The results of the capacity analysis indicate that all critical movements at this intersection currently operate at LOS D or better during the weekday morning and weekday evening peak hours. As part of the Bronk Farm development, Vicarage Drive will be extended from its current terminus to 127th Street and will form the fourth (south) leg of this intersection. Under Year 2029 no-build conditions, all critical movements are projected to operate at LOS C or better except the northbound and southbound left-turn movements, which are projected to operate at LOS F during the weekday evening peak hour. It should be noted that this delay is typical and expected at unsignalized intersections of local roadways with major collectors such as 127th Street. Under Year 2029 total projected conditions, all critical movements are projected to continue to operate at LOS C or better except the southbound left-turn movement which is projected to continue to operate at LOS F during the weekday evening peak hour. The proposed development is not projected to increase the volume of turning vehicles at this intersection. 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. 248th Avenue with Prairie Grove Drive The results of the capacity analyses indicate that all critical movements at this intersection operate at LOS B or better during the weekday morning and weekday evening peak hours. 151 Proposed Residential Development Plainfield, Illinois 27 Under Year 2029 no-build and total projected conditions, all critical movements at this intersection are projected to continue to operate at the same levels of service during both peak hours with increases in delay of one second or less. 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. 248th Avenue with the Proposed North Site Access Drive As proposed, a full-movement access drive will be provided on the east side of 248th Avenue approximately 840 feet north of 127th Street. The access drive will provide one inbound lane and one outbound lane with outbound movements under stop sign control. The existing striped median on 248th Avenue should be restriped to provide a continuous southbound left-turn lane serving both proposed access drives. Under Year 2029 total projected conditions, outbound movements from the access drive are projected to operate at LOS B during the weekday morning and weekday evening peak hours. Further, southbound left-turn movements into the site are projected to operate at LOS A during both peak hours with 95th percentile queues of one to two vehicles. When the projected traffic volumes at this access drive are compared to the right-turn lane guidelines in Chapter 36 of IDOT’s BDE Manual, a northbound right-turn lane is not warranted on 248th Avenue serving the access drive. Copies of the turn lane warrants are included in the Appendix. As such, the proposed access drive will be sufficient to accommodate the traffic projected to be generated by the proposed development and will ensure efficient and flexible access is provided. 248th Avenue with the Children’s Courtyard Access Drive and the South Site Access Drive The results of the capacity analyses indicate that all critical movements at this intersection currently operate at LOS C or better during the weekday morning and weekday evening peak hours. As proposed, a full-movement access drive will be provided on the east side of 248th Avenue that will form the fourth (east) leg of this intersection. The access drive will provide one inbound lane and two outbound lanes striped to provide a thorough/left-turn lane and a right-turn lane and divided by a landscape median. Outbound movements should be under stop sign control. The existing striped median on 248th Avenue should be restriped to provide a continuous southbound left-turn lane serving both proposed access drives. Under Year 2029 total projected conditions, outbound movements from the access drive are projected to operate at LOS C or better during the weekday morning and weekday evening peak hours. Further, all other critical movements are projected to operate at LOS C or better during both peak hours. When the projected traffic volumes at this access drive are compared to the right-turn lane guidelines in Chapter 36 of IDOT’s Bureau of Design and Environment (BDE) Manual, a northbound right-turn lane is not warranted on 248th Avenue serving the access drive. Copies of the turn lane warrants are included in the Appendix. As such, the proposed access drive will be sufficient to accommodate the traffic projected to be generated by the proposed development and will ensure efficient and flexible access is provided. 152 Proposed Residential Development Plainfield, Illinois 28 6. Plainfield North High School Peak Hours As previously mentioned, the area roadway system, especially 248th Avenue, experiences additional roadway peak hours due to the activity of Plainfield North High School. The following provides a description of school traffic activity in relation to the subject site and an evaluation of the school peak periods of traffic. Plainfield North High School Operations The Plainfield North High School is located in the southeast corner of 248th Avenue with 119th Street approximately three quarters of a mile north of the site. 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 The February 28, 2023 traffic counts at the intersections of 248th Avenue with 127th Street and Prairie Grove Drive were also conducted during the peak hours of school traffic. The weekday morning school peak hour generally occurs between 6:30 A.M. and 7:30 A.M. during the weekday morning and between 2:00 P.M. and 3:00 P.M. during the weekday afternoon. Figure 9 illustrates the Year 2023 base peak hours of school traffic at the intersections along 248th Avenue. As with the roadway peak hours, turning movements to and from the Children’s Courtyard were based on ITE trip generation rates. It should be noted that the weekday morning and weekday afternoon school hours of peak activity are the result of an approximately 20-minute surge in traffic volumes from 6:35 A.M. to 6:55 A.M. and 2:15 P.M. to 2:35 P.M. During the weekday morning peak hour of school traffic, this surge is primarily traffic traveling towards the school. Over eighty percent of eastbound left turns and westbound right turns at the intersection of 127th Street with 248th Avenue occur between 6:30 A.M. and 7:00 A.M. During the weekday afternoon peak hour of school traffic, this surge is primarily traffic traveling away from the school. Over seventy percent of southbound left turns and right turns at the intersection of 127th Street with 248th Avenue occur between 2:15 P.M. and 2:45 P.M. 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 5:00 P.M. to 6:00 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 25 and 60 percent greater than the weekday morning and weekday afternoon school peak hour of school activity, respectively. 153 SITE186 (390)495 (171)135 (215)195 (416)485 (187)233 (127) 122 (253) 315 (246) 34 (15) 4 (3) 27 (33)2 (2)40 (14) 1 (0) 5 (1)38 (12)29 (13)13 (16)18 (38)8 (22)23 (8)20 (8)89 (214)290 (72) Figure: 9Job No: 23-030 Kenig,Lindgren,O'Hara,Aboona,Inc.Year 2023 Base Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (6:30-7:30 AM) - PM PEAK HOUR (2:00-3:00 PM)AVENUE248THDRIVE PRAIRIE GROVE STREET 127TH ACCESS DRIVE CHILDREN'S COURTYARD 154 Proposed Residential Development Plainfield, Illinois 30 Field Observations Field observations were also conducted at the two intersections during the weekday morning and weekday afternoon peak 20-minutes of school activity. The following was observed: • During the weekday morning peak 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 periods 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 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. Further, these queues did not extend to the location of the proposed full-movement access drive. • Outside of the 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 southbound left-turn and right-turn queues cleared the intersection with each green phase. School Peak Hour Site-Generated Traffic Volumes The number of trips estimated to be generated by the proposed residential development during the school peak hours was based on ITE trip generation rates and ITE’s Vehicle Time of Day Distribution tables. The “Senior Adult Housing - Single-Family” (Land-Use Code 251) and “Senior Adult Housing - Multifamily” (Land-Use Code 252) rates were used to determine the traffic to be generated by the development. Table 11 shows the weekday morning and weekday afternoon school peak hour traffic to be generated by the proposed residential development. Table 11 ESTIMATED SCHOOL PEAK HOUR TRIP GENERATION ITE Land- Use Code Type/Size School Weekday Morning Peak Hour School Weekday Afternoon Peak Hour In Out Total In Out Total 251 Senior Adult Housing, Single-Family (55 Units) 3 10 13 14 12 26 252 Senior Adult Housing, Multifamily (102 Units) 3 9 12 13 11 24 Total 6 19 25 27 23 50 155 Proposed Residential Development Plainfield, Illinois 31 Projected Traffic Volumes During the School Peak Hours The estimated weekday morning and afternoon school 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). It should be noted that all site traffic was assumed to approach and depart via 127th Street, as residents will likely avoid traveling on 248th Avenue near the school during the peak hours of school operations. The traffic assignment for the development during the school peak hours is illustrated in Figure 10. The school peak hour traffic volumes were increased by the same ambient growth factor (9.0 percent) to project Year 2029 conditions. The increased existing volumes were added to the traffic that is expected to be generated by the proposed development as well as the Bronk Farm development during the school peak hours to project Year 2029 total conditions. Figure 11 illustrates the Year 2029 total projected traffic volumes during the school peak hours. Traffic Analyses Intersection analyses were performed using the same methodology as the roadway peak hours for the school peak hours at the intersections of 248th Avenue with 127th Street, Prairie Grove Drive, the Children’s Courtyard access drive, and the site access drive. The analyses were conducted for the weekday morning and weekday afternoon school peak hours for the Year 2023 Base and Year 2029 total projected traffic volumes. Summaries of the traffic analysis results showing the level of service and overall intersection delay (measured in seconds) are presented in Tables 11 through 13. School Peak Hour Evaluation Based on the results of the capacity analysis and the field observations, the following was determined: • The proposed development will generate fewer trips during the school peak hours. • During the weekday morning, the development will primarily generate outbound traffic that will exit the site and travel south towards 127th Street. This traffic is traveling in the opposite direction of the majority of school traffic. • The signalized intersection of 127th Street with 248th Avenue generally has sufficient reserve capacity to accommodate future traffic volumes. While additional queueing is expected to continue to occur during the 20-minute school traffic surges, vehicles will continue to be able to clear the intersection. • During the school peak hours, outbound vehicles from the site access drive will experience additional delays but will be able to exit the site. However, these delays will primarily occur during the 20-minute school traffic surges. 156 SITE 0 (0) 13 (16)4 (19)0 (0)11 (14)0 (0)0 (0)2 (8)3 (11) 3 (16)2 (8)0 (0)0 (0)0 (0)0 (0)6 (7)6 (7)8 (9)Job No: 23-030 Kenig,Lindgren,O'Hara,Aboona,Inc. Plainfield, Illinois Development Proposed Residential Site-Generated Traffic Volumes N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (6:30-7:30 AM) - PM PEAK HOUR (2:00-3:00 PM)AVENUE248THDRIVE PRAIRIE GROVE STREET 127TH ACCESS DRIVE CHILDREN'S COURTYARD Figure: 10 157 SITE206 (428)542 (188)155 (243)221 (461)534 (212)257 (149) 174 (305) 353 (298) 34 (15) 4 (3) 27 (33)2 (2)40 (14) 1 (0) 5 (1) 0 (0) 0 (0) 13 (16)38 (12)4 (19)0 (0)0 (0)29 (13)13 (16)18 (38)8 (22)23 (8)20 (8)108 (247)0 (0)2 (8)238 (462)0 (0)6 (7)552 (212)319 (94) Job No: 23-030 Kenig,Lindgren,O'Hara,Aboona,Inc.Year 2029 Total Traffic Volumes Plainfield, Illinois Development Proposed Residential N NOT TO SCALE LEGEND 00 (00) - AM PEAK HOUR (6:30-7:30 AM) - PM PEAK HOUR (2:00-3:00 PM)AVENUE248THDRIVE PRAIRIE GROVE STREET 127TH ACCESS DRIVE CHILDREN'S COURTYARD Figure: 11 158 Proposed Residential Development Plainfield, Illinois 34 Table 11 CAPACITY ANALYSIS RESULTS – 127TH STREET WITH 248TH AVENUE– SIGNALIZED Peak Hour Eastbound Westbound Southbound Overall L T T R L R Year 2023 Base Traffic Volumes Weekday Morning School Peak Hour A 7.0 A 6.0 C 26.8 A 6.8 D 36.9 A 8.1 B 12.2 A – 6.5 B – 12.0 C – 25.1 Weekday Afternoon School Peak Hour A 9.5 B 12.6 C 22.2 A 5.1 C 25.3 A 5.5 B 13.8 B – 11.9 B – 16.5 B – 13.4 Year 2029 Total Projected Traffic Volumes Weekday Morning School Peak Hour A 9.5 A 7.5 C 26.2 A 6.0 D 36.7 A 7.0 B 13.1 A – 8.6 B – 12.3 C – 24.2 Weekday Afternoon School Peak Hour B 11.0 B 14.1 C 25.9 A 5.0 C 30.1 A 8.2 B 16.5 B – 13.3 B – 19.1 B – 16.9 Letter denotes Level of Service Delay is measured in seconds. L – Left Turns T – Through R – Right Turns 159 Proposed Residential Development Plainfield, Illinois 35 Table 12 CAPACITY ANALYSIS RESULTS – YEAR 2023 BASE CONDITIONS – UNSIGNALIZED Intersection Weekday Morning School Peak Hour Weekday Afternoon School Peak Hour LOS Delay LOS Delay 248th Avenue with Prairie Grove Drive • Eastbound Approach E 38.4 D 25.6 • Westbound Approach C 21.2 C 15.1 • Northbound Left Turn A 8.2 B 10.2 • Southbound Left Turn A 9.7 A 7.7 248th Avenue with the Children’s Courtyard Access Drive • Eastbound Left Turn D 27.5 C 22.5 • Eastbound Right Turn B 10.4 C 16.2 • Northbound Left Turn A 8.1 A 9.8 LOS = Level of Service Delay is Measured in Seconds 160 Proposed Residential Development Plainfield, Illinois 36 Table 13 CAPACITY ANALYSIS RESULTS – YEAR 2029 TOTAL PROJECTED CONDITIONS UNSIGNALIZED Intersection Weekday Morning School Peak Hour Weekday Afternoon School Peak Hour LOS Delay LOS Delay 248th Avenue with Prairie Grove Drive • Eastbound Approach F 51.0 D 29.4 • Westbound Approach C 24.2 C 16.5 • Northbound Left Turn A 8.3 B 10.6 • Southbound Left Turn A 10.0 A 7.8 248th Avenue with the North Site Access Drive • Westbound Approach C 15.8 B 14.1 • Southbound Left Turn -- -- -- -- 248th Avenue with the Children’s Courtyard Access Drive and the South Site Access Drive • Eastbound Left Turn E 43.2 D 33.0 • Eastbound Through/Right Turn B 10.8 C 17.8 • Westbound Left Turn/Through E 43.5 E 36.8 • Westbound Right Turn -- -- -- -- • Northbound Left Turn A 8.2 B 10.3 • Southbound Left Turn -- -- -- -- LOS = Level of Service Delay is Measured in Seconds 161 Proposed Residential Development Plainfield, Illinois 37 6. Conclusion Based on the preceding analyses and recommendations, the following conclusions have been made: • As proposed, the site will be developed with an age-restricted senior residential development with 55 single family attached homes and two apartment buildings with 51 units each for a total of 157 residences. • The area roadway system generally has sufficient reserve capacity to accommodate the traffic to be generated by the proposed development and no additional roadway improvements or traffic control modifications are required. • During the peak 20-minute surges of traffic from North Plainfield High School, additional queuing and delays are expected along 248th Avenue. However, vehicles will continue to be able to clear the intersection of 127th Street with 248th Avenue and will be able to exit the site. • Access to the development will be provided via two full-movement access drives on 248th Avenue. • The proposed access will adequately accommodate site-generated traffic and ensure that efficient and flexible access to and from the site is provided. • A continuous southbound left-turn lane should be provided on 248th Avenue serving both proposed full-movement access drives. This access drive can be accommodated via restriping of the existing median. • Northbound right-turn lanes will not be warranted on 248th Avenue serving either access drive. 162 Appendix Traffic Count Summary Sheets Preliminary Site Plan ITE Trip Generation Worksheets 2050 CMAP Projections Letter Level of Service Criteria Capacity Analysis Summary Sheets Turn Lane Warrants 163 Traffic Count Summary Sheets 164 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM0110850195029103013205337090417Hourly Total0224132035605420702610795501347517:00 AM0269401200379046024260502167:15 AM0378901260311404502860342057:30 AM04414901930602908904790563387:45 AM0431200163054350890433046298Hourly Total015045206020182870269014244018610578:00 AM040101014103926065028180462528:15 AM03998013705511066024210452488:30 AM03590012504416060034160502358:45 AM0401300170044260700239032272Hourly Total01544190573018279026101096401731007*** BREAK ***----------------2:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Hourly Total026141016701436002030976701645343:00 PM027640910107390146030350653023:15 PM023831106083480131029381673043:30 PM038890127087430130038360743313:45 PM051740125010839014702939168340Hourly Total01393101449038516905540126148227412774:00 PM0357901140122500172033540873734:15 PM0586411220107531160056420983804:30 PM025680930965701530465601023484:45 PM0339721300105381143075710146419Hourly Total01513083459043019826280210223043315205:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Hourly Total0141321246204772150692014215322951449Grand Total0985208363068018531015228680905754416597595Approach %0.032.167.9--0.064.635.4--0.054.645.4---Total %0.013.027.4-40.40.024.413.4-37.80.011.99.9-21.8-Lights09792056-3035018371002-28390892744-16367510165 % Lights-99.498.7-98.9-99.198.7-99.0-98.698.7-98.698.9Buses046-100510-15097-1641% Buses-0.40.3-0.3-0.31.0-0.5-1.00.9-1.00.5Single-Unit Trucks0121-220113-14043-743% Single-Unit Trucks-0.11.0-0.7-0.60.3-0.5-0.40.4-0.40.6Articulated Trucks010-1000-0000-01% Articulated Trucks-0.10.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---6----2----4--% Pedestrians---100.0----100.0----100.0--166 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (7:30 AM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total7:30 AM04414901930602908904790563387:45 AM04312001630543508904330462988:00 AM040101014103926065028180462528:15 AM0399801370551106602421045248Total016646806340208101030901425101931136Approach %0.026.273.8--0.067.332.7--0.073.626.4---Total %0.014.641.2-55.80.018.38.9-27.20.012.54.5-17.0-PHF0.0000.9430.785-0.8210.0000.8670.721-0.8680.0000.7550.607-0.8620.840Lights0165462-627020596-301013850-1881116% Lights-99.498.7-98.9-98.695.0-97.4-97.298.0-97.498.2Buses004-4003-3031-411% Buses-0.00.9-0.6-0.03.0-1.0-2.12.0-2.11.0Single-Unit Trucks012-3032-5010-19% Single-Unit Trucks-0.60.4-0.5-1.42.0-1.6-0.70.0-0.50.8Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---0----0----0--% Pedestrians----------------167 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 4Turning Movement Peak Hour Data (5:00 PM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total5:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Total0141321246204772150692014215322951449Approach %0.030.569.5--0.068.931.1--0.048.151.9---Total %0.09.722.2-31.90.032.914.8-47.80.09.810.6-20.4-PHF0.0000.7660.882-0.8430.0000.9390.927-0.9510.0000.9100.814-0.8780.982Lights0140316-4560476215-6910142153-2951442% Lights-99.398.4-98.7-99.8100.0-99.9-100.0100.0-100.099.5Buses000-0000-0000-00% Buses-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Single-Unit Trucks005-5010-1000-06% Single-Unit Trucks-0.01.6-1.1-0.20.0-0.1-0.00.0-0.00.4Articulated Trucks010-1000-0000-01% Articulated Trucks-0.70.0-0.2-0.00.0-0.0-0.00.0-0.00.1Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---2----0----2--% Pedestrians---100.0---------100.0--168 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Prairie+Grove+and+248 TMCSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart TimePrairie Grove DrivePrairie Grove Drive248th Avenue248th AvenueEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total6:30 AM010240160009090120300204034250502796:45 AM01421002602020022032061021005826093351Hourly Total024414042020290310440910414081241101436307:00 AM060501100060600310031044170521007:15 AM04080120315090438104301210022867:30 AM0711101901170902552059003400341217:45 AM070110180112040363306901361038129Hourly Total02413506005320028091876020206132801464368:00 AM060501102021405551061002930321088:15 AM05060110001010343004601390040988:30 AM0518014040601006470053033610401178:45 AM011090200202040549305701220023104Hourly Total02712805608011119019194402170512640135427*** BREAK ***-------------------------2:00 PM01040500020205431049025040561122:15 PM0619016010405055000550112112302453212:30 PM0411001500040404370041028270911512:45 PM041100150004040833104201474052113Hourly Total01533305101014015022163201870163903804446973:00 PM0605011033107014502066025770661503:15 PM04113418020123010573070095210471162Grand Total010010128423802167631030781060180115604688178410052502Approach %0.042.04.253.8--0.020.45.873.8--0.06.791.71.6--0.04.687.77.8---Total %0.04.00.45.1-9.50.00.80.23.0-4.10.03.142.40.7-46.20.01.835.23.1-40.2-Lights01009121-230020670-96074104716-113704687277-9952458% Lights-100.090.094.5-96.6-95.2100.092.1-93.2-94.998.888.9-98.4-100.099.098.7-99.098.2Buses0015-60004-403111-150071-833% Buses-0.010.03.9-2.5-0.00.05.3-3.9-3.81.05.6-1.3-0.00.81.3-0.81.3Single-Unit Trucks0002-20002-20101-20020-28% Single-UnitTrucks-0.00.01.6-0.8-0.00.02.6-1.9-1.30.05.6-0.2-0.00.20.0-0.20.3Articulated Trucks0000-00100-10000-00000-01% ArticulatedTrucks-0.00.00.0-0.0-4.80.00.0-1.0-0.00.00.0-0.0-0.00.00.0-0.00.0Bicycles on Road0000-00000-00020-20000-02169 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: Prairie+Grove+and+248 TMCSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (7:30 AM)Start TimePrairie Grove DrivePrairie Grove Drive248th Avenue248th AvenueEastboundWestboundNorthboundSouthboundU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalU-TurnLeftThruRightPedsApp.TotalInt. Total7:30 AM0711101901170902552059003400341217:45 AM0701101801120403633069013610381298:00 AM060501102021405551061002930321088:15 AM0506011000101034300460139004098Total02513305904212118013216602350213840144456Approach %0.042.41.755.9--0.022.211.166.7--0.05.591.92.6--0.01.495.82.8---Total %0.05.50.27.2-12.90.00.90.42.6-3.90.02.947.41.3-51.50.00.430.30.9-31.6-PHF0.0000.8930.2500.750-0.7760.0000.5000.5000.429-0.5000.0000.6500.8570.500-0.8510.0000.5000.8850.333-0.9000.884Lights025131-5703212-170132144-231021364-142447% Lights-100.0100.093.9-96.6-75.0100.0100.0-94.4-100.099.166.7-98.3-100.098.6100.0-98.698.0Buses0002-20000-00021-30020-27% Buses-0.00.06.1-3.4-0.00.00.0-0.0-0.00.916.7-1.3-0.01.40.0-1.41.5Single-Unit Trucks0000-00000-00001-10000-01% Single-UnitTrucks-0.00.00.0-0.0-0.00.00.0-0.0-0.00.016.7-0.4-0.00.00.0-0.00.2Articulated Trucks0000-00100-10000-00000-01% ArticulatedTrucks-0.00.00.0-0.0-25.00.00.0-5.6-0.00.00.0-0.0-0.00.00.0-0.00.2Bicycles on Road0000-00000-00000-00000-00% Bicycles onRoad-0.00.00.0-0.0-0.00.00.0-0.0-0.00.00.0-0.0-0.00.00.0-0.00.0Pedestrians----0-----1-----0-----0--% Pedestrians----------100.0--------------170 Type of peak hour being reported: Intersection Peak 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 0.950.95 160 374 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: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 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 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 7:00 AM 0 82 21 0 5 70 0 0 4 64 1 0 17 30 10 0 304 7:15 AM 0 101 25 0 3 85 0 0 0 68 3 0 7 26 14 0 332 7:30 AM 1 99 34 0 9 81 1 0 0 80 4 0 12 38 17 0 376 7:45 AM 0 74 42 0 14 76 0 0 1 102 4 0 7 46 20 0 386 1398 8:00 AM 0 79 32 0 9 66 0 0 2 94 3 0 10 39 23 0 357 1451 8:15 AM 0 83 29 0 9 74 0 0 1 74 9 0 14 37 12 0 342 1461 8:30 AM 3 58 20 0 8 76 1 0 2 65 16 0 9 43 16 0 317 1402 8:45 AM 7 74 28 0 15 51 0 0 0 87 20 0 11 52 10 0 355 1371 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 0 296 168 0 56 304 0 0 4 408 16 0 28 184 80 0 1544 Heavy Trucks 0 20 0 0 40 0 0 4 4 4 4 4 80Buses 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 10/4/2021 2:09 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 171 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 0.920.92 467 348 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: 5:35 PM -- 5:50 PMPeak 15-Min: 5:35 PM -- 5:50 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 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 4:00 PM 3 27 10 0 8 39 0 0 0 32 4 0 10 29 5 0 167 4:05 PM 1 30 9 0 12 45 1 0 1 26 1 0 16 38 5 0 185 4:10 PM 1 41 13 0 6 43 1 0 4 19 3 0 14 33 6 0 184 4:15 PM 2 35 11 0 6 29 0 0 2 27 3 0 10 39 12 0 176 4:20 PM 2 22 10 0 6 42 0 0 1 18 4 0 15 45 3 0 168 4:25 PM 1 20 7 0 3 31 0 0 0 20 3 0 12 33 3 0 133 4:30 PM 0 32 13 0 10 22 0 0 4 25 1 0 13 33 4 0 157 4:35 PM 1 29 8 0 14 45 0 0 0 15 0 0 11 38 7 0 1684:40 PM 4 40 10 0 7 26 0 0 1 22 7 0 8 48 5 0 178 4:45 PM 4 35 18 0 5 42 0 0 1 19 0 0 11 30 5 0 170 4:50 PM 0 34 9 0 7 29 0 0 0 29 0 0 9 28 5 0 150 4:55 PM 1 28 14 0 12 36 1 0 2 19 4 0 10 42 10 0 179 2015 5:00 PM 3 17 9 0 10 29 0 0 0 25 3 0 26 44 7 0 173 2021 5:05 PM 2 27 9 0 8 31 3 0 0 29 4 0 14 38 7 0 172 2008 5:10 PM 3 28 11 0 13 29 1 0 1 16 1 0 13 30 15 0 161 1985 5:15 PM 3 28 8 0 4 28 0 0 2 32 3 0 9 45 9 0 171 1980 5:20 PM 1 31 9 0 8 35 0 0 1 26 6 0 12 32 8 0 169 1981 5:25 PM 6 36 14 0 6 37 0 0 1 23 2 0 9 41 10 0 185 2033 5:30 PM 3 25 4 0 13 48 1 0 1 23 5 0 9 31 3 0 166 2042 5:35 PM 0 40 13 0 6 48 1 0 0 24 7 0 11 41 6 0 197 2071 5:40 PM 0 38 5 0 8 30 1 0 1 25 14 0 16 44 7 0 189 2082 5:45 PM 2 23 12 0 9 34 0 0 0 28 6 0 12 35 8 0 169 2081 5:50 PM 2 31 7 0 6 41 1 0 3 8 2 0 12 33 3 0 149 2080 5:55 PM 3 15 9 0 4 26 0 0 1 25 0 0 10 53 3 0 149 2050 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 8 404 120 0 92 448 8 0 4 308 108 0 156 480 84 0 2220 Heavy Trucks 0 44 0 0 32 0 0 0 4 4 0 0 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 3/8/2023 1:48 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 172 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 5-Min Count5-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 0 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 3 7:05 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 7:10 AM 1 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 4 7:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 1 0 0 0 2 7:20 AM 1 0 4 0 0 0 0 0 0 0 0 0 0 0 0 0 5 7:25 AM 1 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 4 7:30 AM 0 0 3 0 0 0 0 0 0 0 2 0 3 0 0 0 8 7:35 AM 1 0 6 0 0 0 0 0 0 0 0 0 1 0 0 0 8 7:40 AM 0 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 6 7:45 AM 1 0 4 0 0 0 0 0 0 0 0 0 3 0 0 0 8 7:50 AM 1 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 7 7:55 AM 1 0 4 0 0 0 0 0 0 0 0 0 2 0 0 0 7 64 8:00 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 66 8:05 AM 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 4 688:10 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 3 67 8:15 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 3 68 8:20 AM 0 0 1 0 0 0 0 0 0 0 0 0 2 0 0 0 3 66 8:25 AM 0 0 2 0 0 0 0 0 0 0 0 0 2 0 0 0 4 66 8:30 AM 0 0 4 0 0 0 0 0 0 0 1 0 0 0 0 0 5 63 8:35 AM 1 0 8 0 0 0 0 0 0 0 0 0 2 0 0 0 11 66 8:40 AM 0 0 5 0 0 0 0 0 0 0 0 0 1 0 0 0 6 66 8:45 AM 0 0 5 0 0 0 0 0 0 0 0 0 0 0 0 0 5 63 8:50 AM 1 0 4 0 0 0 0 0 0 0 1 0 2 0 0 0 8 64 8:55 AM 0 0 3 0 0 0 0 0 0 0 2 0 2 0 0 0 7 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 16 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 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 173 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 5-Min Count5-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 0 0 4 0 0 0 0 0 0 0 0 0 6 0 0 0 10 4:05 PM 2 0 2 0 0 0 0 0 0 0 2 0 4 0 0 0 10 4:10 PM 0 0 0 0 0 0 0 0 0 0 3 0 0 0 0 0 3 4:15 PM 2 0 3 0 0 0 0 0 0 0 0 0 0 0 0 0 5 4:20 PM 2 0 4 0 0 0 0 0 0 0 2 0 6 0 0 0 14 4:25 PM 1 0 3 0 0 0 0 0 0 0 1 0 1 0 0 0 6 4:30 PM 0 0 3 0 0 0 0 0 0 0 2 0 3 0 0 0 8 4:35 PM 0 0 1 0 0 0 0 0 0 0 1 0 3 0 0 0 54:40 PM 0 0 1 0 0 0 0 0 0 0 0 0 4 0 0 0 5 4:45 PM 2 0 2 0 0 0 0 0 0 0 0 0 0 0 0 0 4 4:50 PM 0 0 1 0 0 0 0 0 0 0 3 0 4 0 0 0 8 4:55 PM 0 0 3 0 0 0 0 0 0 0 1 0 5 0 0 0 9 87 5:00 PM 1 0 5 0 0 0 0 0 0 0 0 0 4 0 0 0 10 87 5:05 PM 0 0 2 0 0 0 0 0 0 0 0 0 5 0 0 0 7 84 5:10 PM 2 0 1 0 0 0 0 0 0 0 2 0 3 0 0 0 8 89 5:15 PM 1 0 4 0 0 0 0 0 0 0 1 0 5 0 0 0 11 95 5:20 PM 1 0 2 0 0 0 0 0 0 0 0 0 1 0 0 0 4 85 5:25 PM 0 0 3 0 0 0 0 0 0 0 1 0 5 0 0 0 9 88 5:30 PM 1 0 3 0 0 0 0 0 0 0 3 0 4 0 0 0 11 91 5:35 PM 2 0 2 0 0 0 0 0 0 0 2 0 3 0 0 0 9 95 5:40 PM 1 0 6 0 0 0 0 0 0 0 2 0 8 0 0 0 17 107 5:45 PM 0 0 5 0 0 0 0 0 0 0 1 0 2 0 0 0 8 111 5:50 PM 0 0 1 0 0 0 0 0 0 0 0 0 3 0 0 0 4 107 5:55 PM 0 0 3 0 0 0 0 0 0 0 0 0 1 0 0 0 4 102 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 4 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 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 174 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 5-Min Count5-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 2 0 1 0 0 0 0 0 0 0 1 0 4 7:05 AM 0 0 0 0 0 0 1 0 3 0 0 0 0 0 3 0 7 7:10 AM 0 0 0 0 3 0 0 0 3 0 0 0 0 0 3 0 9 7:15 AM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 2 0 3 7:20 AM 0 0 0 0 2 0 1 0 3 0 0 0 0 0 2 0 87:25 AM 0 0 0 0 0 0 2 0 2 0 0 0 0 0 6 0 10 7:30 AM 0 0 0 0 1 0 1 0 5 0 0 0 0 0 7 0 14 7:35 AM 0 0 0 0 1 0 2 0 1 0 0 0 0 0 3 0 77:40 AM 0 0 0 0 2 0 0 0 4 0 0 0 0 0 6 0 12 7:45 AM 0 0 0 0 0 0 1 0 5 0 0 0 0 0 6 0 12 7:50 AM 0 0 0 0 1 0 0 0 3 0 0 0 0 0 3 0 7 7:55 AM 0 0 0 0 2 0 0 0 1 0 0 0 0 0 5 0 8 101 8:00 AM 0 0 0 0 1 0 1 0 5 0 0 0 0 0 6 0 13 1108:05 AM 0 0 0 0 0 0 0 0 5 0 0 0 0 0 10 0 15 118 8:10 AM 0 0 0 0 3 0 2 0 7 0 0 0 0 0 7 0 19 128 8:15 AM 0 0 0 0 6 0 0 0 10 0 0 0 0 0 4 0 20 145 8:20 AM 0 0 0 0 2 0 1 0 7 0 0 0 0 0 7 0 17 154 8:25 AM 0 0 0 0 5 0 6 0 5 0 0 0 0 0 10 0 26 170 8:30 AM 0 0 0 0 4 0 0 0 12 0 0 0 0 0 7 0 23 179 8:35 AM 0 0 0 0 2 0 3 0 6 0 0 0 0 0 5 0 16 188 8:40 AM 0 0 0 0 1 0 1 0 4 0 0 0 0 0 6 0 12 188 8:45 AM 0 0 0 0 0 0 2 0 5 0 0 0 0 0 8 0 15 191 8:50 AM 0 0 0 0 6 0 2 0 7 0 0 0 0 0 5 0 20 204 8:55 AM 0 0 0 0 4 0 3 0 8 0 0 0 0 0 6 0 21 217 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 0 252 Heavy 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 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 175 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 5-Min Count5-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 8 0 4 0 1 0 0 0 0 0 3 0 16 4:05 PM 0 0 0 0 6 0 4 0 3 0 0 0 0 0 2 0 15 4:10 PM 0 0 0 0 4 0 8 0 4 0 0 0 0 0 6 0 22 4:15 PM 0 0 0 0 5 0 6 0 2 0 0 0 0 0 2 0 15 4:20 PM 0 0 0 0 6 0 4 0 2 0 0 0 0 0 3 0 154:25 PM 0 0 0 0 4 0 3 0 2 0 0 0 0 0 1 0 10 4:30 PM 0 0 0 0 9 0 2 0 4 0 0 0 0 0 3 0 18 4:35 PM 0 0 0 0 12 0 6 0 7 0 0 0 0 0 4 0 29 4:40 PM 0 0 0 0 8 0 0 0 1 0 0 0 0 0 3 0 12 4:45 PM 0 0 0 0 0 0 4 0 0 0 0 0 0 0 6 0 104:50 PM 0 0 0 0 4 0 6 0 2 0 0 0 0 0 3 0 15 4:55 PM 0 0 0 0 4 0 4 0 4 0 0 0 0 0 1 0 13 190 5:00 PM 0 0 0 0 5 0 4 0 3 0 0 0 0 0 1 0 13 1875:05 PM 0 0 0 0 12 0 9 0 1 0 0 0 0 0 4 0 26 198 5:10 PM 0 0 0 0 9 0 6 0 0 0 0 0 0 0 4 0 19 195 5:15 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 4 0 5 185 5:20 PM 0 0 0 0 8 0 8 0 3 0 0 0 0 0 1 0 20 190 5:25 PM 0 0 0 0 6 0 7 0 2 0 0 0 0 0 2 0 17 197 5:30 PM 0 0 0 0 1 0 1 0 0 0 0 0 0 0 2 0 4 183 5:35 PM 0 0 0 0 6 0 4 0 3 0 0 0 0 0 1 0 14 168 5:40 PM 0 0 0 0 2 0 1 0 0 0 0 0 0 0 5 0 8 164 5:45 PM 0 0 0 0 4 0 2 0 2 0 0 0 0 0 4 0 12 166 5:50 PM 0 0 0 0 0 0 1 0 0 0 0 0 0 0 3 0 4 155 5:55 PM 0 0 0 0 5 0 2 0 1 0 0 0 0 0 3 0 11 153 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 3/8/2023 1:50 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 176 Type of peak hour being reported: Intersection Peak 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: 7:45 AM -- 8:00 AMPeak 15-Min: 7:45 AM -- 8:00 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 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 7:00 AM 14 54 23 0 9 24 4 0 13 96 17 0 10 35 13 0 312 7:15 AM 10 50 27 0 5 11 2 0 11 71 15 0 11 44 4 0 261 7:30 AM 14 75 34 0 5 17 3 0 31 68 13 0 19 69 7 0 355 7:45 AM 21 76 30 0 20 41 14 0 22 94 19 0 27 75 11 0 450 1378 8:00 AM 19 42 27 0 10 20 5 0 4 103 11 0 11 87 8 0 347 1413 8:15 AM 14 45 16 0 10 23 2 0 8 76 15 0 8 65 6 0 288 1440 8:30 AM 18 43 20 0 8 21 4 0 7 75 25 0 14 66 15 0 316 1401 8:45 AM 22 50 35 0 9 26 3 0 10 84 20 0 18 60 11 0 348 1299 Peak 15-MinPeak 15-MinFlowratesFlowrates NorthboundNorthbound SouthboundSouthbound EastboundEastbound WestboundWestbound TotalTotalLeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUULeftLeftThruThruRightRightUU All Vehicles 84 304 120 0 80 164 56 0 88 376 76 0 108 300 44 0 1800 Heavy Trucks 0 12 0 44 12 0 0 8 0 0 8 8 92Buses 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 10/4/2021 2:09 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 177 Type of peak hour being reported: Intersection Peak 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 10/4/2021 2:09 PM SOURCE: Quality Counts, LLC (http://www.qualitycounts.net) 1-877-580-2212 Page 1 of 1 178 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 abowen@kloainc.comCount Name: 248th with 127th CombinedSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart Time127th127th248thEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM0110850195029103013205337090417Hourly Total0224132035605420702610795501347517:00 AM0269401200379046024260502167:15 AM0378901260311404502860342057:30 AM04414901930602908904790563387:45 AM0431200163054350890433046298Hourly Total015045206020182870269014244018610578:00 AM040101014103926065028180462528:15 AM03998013705511066024210452488:30 AM03590012504416060034160502358:45 AM0401300170044260700239032272Hourly Total01544190573018279026101096401731007*** BREAK ***----------------2:00 PM0244607005229081030150451962:15 PM020590790583609408513102163892:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Hourly Total0702460316025312503780212213042511193:00 PM027640910107390146030350653023:15 PM023831106083480131029381673043:30 PM038890127087430130038360743313:45 PM051740125010839014702939168340Hourly Total01393101449038516905540126148227412774:00 PM0357901140122500172033540873734:15 PM0586411220107531160056420983804:30 PM025680930965701530465601023484:45 PM0339721300105381143075710146419Hourly Total01513083459043019826280210223043315205:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Hourly Total0141321246204772150692014215322951449Grand Total010292188632170196310802304301020900419208180Approach %0.032.068.0--0.064.535.5--0.053.146.9---179 Total %0.012.626.7-39.30.024.013.2-37.20.012.511.0-23.5-Lights010202155-3175019441066-301001006888-18948079% Lights-99.198.5-98.7-99.098.7-98.9-98.698.7-98.698.8Buses058-130610-160109-1948% Buses-0.50.4-0.4-0.30.9-0.5-1.01.0-1.00.6Single-Unit Trucks0125-260124-16043-749% Single-Unit Trucks-0.11.1-0.8-0.60.4-0.5-0.40.3-0.40.6Articulated Trucks010-1000-0000-01% Articulated Trucks-0.10.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road020-2010-1000-03% Bicycles on Road-0.20.0-0.1-0.10.0-0.0-0.00.0-0.00.0Pedestrians---6----2----4--% Pedestrians---100.0----100.0----100.0--180 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 abowen@kloainc.comCount Name: 248th with 127th CombinedSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (6:30 AM)Start Time127th127th248thEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM01108501950291030132053370904177:00 AM0269401200379046024260502167:15 AM037890126031140450286034205Total028731506020122230035201318702181172Approach %0.047.752.3--0.034.765.3--0.060.139.9---Total %0.024.526.9-51.40.010.419.6-30.00.011.27.4-18.6-PHF0.0000.6290.838-0.7720.0000.8240.553-0.6670.0000.6180.588-0.6060.703Lights0286311-5970117226-343013185-2161156% Lights-99.798.7-99.2-95.998.3-97.4-100.097.7-99.198.6Buses010-1034-7001-19% Buses-0.30.0-0.2-2.51.7-2.0-0.01.1-0.50.8Single-Unit Trucks004-4020-2001-17% Single-Unit Trucks-0.01.3-0.7-1.60.0-0.6-0.01.1-0.50.6Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---0----0----0--% Pedestrians----------------181 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990 abowen@kloainc.comCount Name: 248th with 127th CombinedSite Code:Start Date: 02/28/2023Page No: 4Turning Movement Peak Hour Data (2:00 PM)Start Time127th127th248thEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total2:00 PM0244607005229081030150451962:15 PM020590790583609408513102163892:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Total070246031602531250378021221304251119Approach %0.022.277.8--0.066.933.1--0.049.950.1---Total %0.06.322.0-28.20.022.611.2-33.80.018.919.0-38.0-PHF0.0000.7290.699-0.7900.0000.8660.868-0.8920.0000.6240.406-0.4920.719Lights067236-3030247124-3710210210-4201094% Lights-95.795.9-95.9-97.699.2-98.1-99.198.6-98.897.8Buses014-5020-2013-411% Buses-1.41.6-1.6-0.80.0-0.5-0.51.4-0.91.0Single-Unit Trucks006-6031-4010-111% Single-Unit Trucks-0.02.4-1.9-1.20.8-1.1-0.50.0-0.21.0Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road020-2010-1000-03% Bicycles on Road-2.90.0-0.6-0.40.0-0.3-0.00.0-0.00.3Pedestrians---0----0----0--% Pedestrians----------------182 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 1Turning Movement DataStart Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total6:30 AM01144701610251040129026180443346:45 AM0110850195029103013205337090417Hourly Total0224132035605420702610795501347517:00 AM0269401200379046024260502167:15 AM0378901260311404502860342057:30 AM04414901930602908904790563387:45 AM0431200163054350890433046298Hourly Total015045206020182870269014244018610578:00 AM040101014103926065028180462528:15 AM03998013705511066024210452488:30 AM03590012504416060034160502358:45 AM0401300170044260700239032272Hourly Total01544190573018279026101096401731007*** BREAK ***----------------2:30 PM01453067070270970564401002642:45 PM01288010007333010604123064270Hourly Total026141016701436002030976701645343:00 PM027640910107390146030350653023:15 PM023831106083480131029381673043:30 PM038890127087430130038360743313:45 PM051740125010839014702939168340Hourly Total01393101449038516905540126148227412774:00 PM0357901140122500172033540873734:15 PM0586411220107531160056420983804:30 PM025680930965701530465601023484:45 PM0339721300105381143075710146419Hourly Total01513083459043019826280210223043315205:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Hourly Total0141321246204772150692014215322951449Grand Total0985208363068018531015228680905754416597595Approach %0.032.167.9--0.064.635.4--0.054.645.4---Total %0.013.027.4-40.40.024.413.4-37.80.011.99.9-21.8-Lights09792056-3035018371002-28390892744-16367510183 % Lights-99.498.7-98.9-99.198.7-99.0-98.698.7-98.698.9Buses046-100510-15097-1641% Buses-0.40.3-0.3-0.31.0-0.5-1.00.9-1.00.5Single-Unit Trucks0121-220113-14043-743% Single-Unit Trucks-0.11.0-0.7-0.60.3-0.5-0.40.4-0.40.6Articulated Trucks010-1000-0000-01% Articulated Trucks-0.10.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---6----2----4--% Pedestrians---100.0----100.0----100.0--184 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 3Turning Movement Peak Hour Data (7:30 AM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total7:30 AM04414901930602908904790563387:45 AM04312001630543508904330462988:00 AM040101014103926065028180462528:15 AM0399801370551106602421045248Total016646806340208101030901425101931136Approach %0.026.273.8--0.067.332.7--0.073.626.4---Total %0.014.641.2-55.80.018.38.9-27.20.012.54.5-17.0-PHF0.0000.9430.785-0.8210.0000.8670.721-0.8680.0000.7550.607-0.8620.840Lights0165462-627020596-301013850-1881116% Lights-99.498.7-98.9-98.695.0-97.4-97.298.0-97.498.2Buses004-4003-3031-411% Buses-0.00.9-0.6-0.03.0-1.0-2.12.0-2.11.0Single-Unit Trucks012-3032-5010-19% Single-Unit Trucks-0.60.4-0.5-1.42.0-1.6-0.70.0-0.50.8Articulated Trucks000-0000-0000-00% Articulated Trucks-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---0----0----0--% Pedestrians----------------185 Kenig Lindgren O'Hara Aboona, Inc.9575 W. Higgins Rd., Suite 400Rosemont, Illinois, United States 60018(847)518-9990Count Name: 127+with+248 TMCSite Code:Start Date: 02/28/2023Page No: 4Turning Movement Peak Hour Data (5:00 PM)Start Time127th Street127th Street248th AvenueEastboundWestboundSouthboundU-TurnLeftThruPedsApp. TotalU-TurnThruRightPedsApp. TotalU-TurnLeftRightPedsApp. TotalInt. Total5:00 PM0407101110125500175033410743605:15 PM0208301030127550182037470843695:30 PM0357601110114580172039362753585:45 PM046912137011152016303329062362Total0141321246204772150692014215322951449Approach %0.030.569.5--0.068.931.1--0.048.151.9---Total %0.09.722.2-31.90.032.914.8-47.80.09.810.6-20.4-PHF0.0000.7660.882-0.8430.0000.9390.927-0.9510.0000.9100.814-0.8780.982Lights0140316-4560476215-6910142153-2951442% Lights-99.398.4-98.7-99.8100.0-99.9-100.0100.0-100.099.5Buses000-0000-0000-00% Buses-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Single-Unit Trucks005-5010-1000-06% Single-Unit Trucks-0.01.6-1.1-0.20.0-0.1-0.00.0-0.00.4Articulated Trucks010-1000-0000-01% Articulated Trucks-0.70.0-0.2-0.00.0-0.0-0.00.0-0.00.1Bicycles on Road000-0000-0000-00% Bicycles on Road-0.00.0-0.0-0.00.0-0.0-0.00.0-0.00.0Pedestrians---2----0----2--% Pedestrians---100.0---------100.0--186 Preliminary Site Plan 187 PROJ. MGR.:DRAWN BY:DATE:SCALE:SHEETPROJ. ASSOC.:DATE REVISIONS DRAWN BYTM248TH AVENUE APARTMENTSVILLAGE OF PLAINFIELD, ILLINOISSITE PLANApril 4, 2023 - 15:13 Dwg Name: P:\Arbpfil01\dwg\Landplan\01-Preliminary\01-Site Plan.dwg Updated By: DChowNORTH28' PUBLIC UTILITY, SIDEWALK & BIKE PATH EASEMENT15' PUBLIC UTILITY EASEMENTSITE DATATOTAL PROJECT SITE 13.35 ACSINGLE FAMILY ATTACHED HOMESNUMBER OF UNITS 5551 UNIT APARTMENT BUILDINGNUMBER OF BUILDINGS 2TOTAL UNITS 102TOTAL UNITS 157DENSITY 11.8 DU/ACTOTAL PARKING 168 188 ITE Trip Generation Worksheets 189 Table A ESTIMATED PEAK HOUR AND DAILY TRIP GENERATION ITE Land- Use Code Type/Size Weekday Morning Peak Hour Weekday Evening Peak Hour Weekday Morning School Peak Hour Weekday Afternoon School Peak Hour In Out Total In Out Total In Out Total In Out Total 565 Day Care Center (20,000 s.f.) 117 103 120 105 117 222 61 49 110 20 21 41 190 Day Care Center(565) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:27 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 47.62 12.12 -211.06 29.78 Data Plot and Equation 0 10 200 100 200 300 400 500 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends518 Trip Generation Manual 11th Edition • Volume 4 191 Day Care Center(565) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:89 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:53%entering,47%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 11.00 1.79 -57.02 6.08 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends519General Urban/Suburban and Rural (Land Uses 400–799) 192 Day Care Center(565) Vehicle Trip Ends vs:1000 Sq.Ft.GFA On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:90 Avg.1000 Sq.Ft.GFA:5 Directional Distribution:47%entering,53%exiting Vehicle Trip Generation per 1000 Sq.Ft.GFA Average Rate Range of Rates Standard Deviation 11.12 1.56 -40.85 6.28 Data Plot and Equation 0 10 200 100 200 Average RateStudySite Fitted Curve Equation:Not Given R²=*** X =1000 Sq.Ft.GFAT = Trips Ends520 Trip Generation Manual 11th Edition • Volume 4 193 Single-Family Attached Housing(215) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:22 Avg.Num.of Dwelling Units:120 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 7.20 4.70 -10.97 1.61 Data Plot and Equation 0 200 400 6000 1000 2000 3000 4000 5000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =7.62(X)-50.48 R²=0.94 X =Number of Dwelling UnitsT = Trips Ends238 Trip Generation Manual 11th Edition • Volume 3 194 Single-Family Attached Housing(215) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:46 Avg.Num.of Dwelling Units:135 Directional Distribution:31%entering,69%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.48 0.12 -0.74 0.14 Data Plot and Equation 0 200 400 600 8000 100 200 300 400 500 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.52(X)-5.70 R²=0.92 X =Number of Dwelling UnitsT = Trips Ends239General Urban/Suburban and Rural (Land Uses 000–399) 195 Single-Family Attached Housing(215) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:51 Avg.Num.of Dwelling Units:136 Directional Distribution:57%entering,43%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.57 0.17 -1.25 0.18 Data Plot and Equation 0 200 400 600 8000 100 200 300 400 500 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.60(X)-3.93 R²=0.91 X =Number of Dwelling UnitsT = Trips Ends240 Trip Generation Manual 11th Edition • Volume 3 196 Multifamily Housing (Low-Rise)Not Close to Rail Transit (220) Vehicle Trip Ends vs:Dwelling Units On a:Weekday Setting/Location:General Urban/Suburban Number of Studies:22 Avg.Num.of Dwelling Units:229 Directional Distribution:50%entering,50%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 6.74 2.46 -12.50 1.79 Data Plot and Equation 0 100 200 300 400 5000 1000 2000 3000 4000 Average RateStudySiteFittedCurve Fitted Curve Equation:T =6.41(X)+75.31 R²=0.86 X =Number of Dwelling UnitsT = Trips Ends254 Trip Generation Manual 11th Edition • Volume 3 197 Multifamily Housing (Low-Rise)Not Close to Rail Transit (220) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 7 and 9 a.m. Setting/Location:General Urban/Suburban Number of Studies:49 Avg.Num.of Dwelling Units:249 Directional Distribution:24%entering,76%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.40 0.13 -0.73 0.12 Data Plot and Equation 0 1000 20000 100 200 300 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.31(X)+22.85 R²=0.79 X =Number of Dwelling UnitsT = Trips Ends255General Urban/Suburban and Rural (Land Uses 000–399) 198 Multifamily Housing (Low-Rise)Not Close to Rail Transit (220) Vehicle Trip Ends vs:Dwelling Units On a:Weekday, Peak Hour of Adjacent Street Traffic, One Hour Between 4 and 6 p.m. Setting/Location:General Urban/Suburban Number of Studies:59 Avg.Num.of Dwelling Units:241 Directional Distribution:63%entering,37%exiting Vehicle Trip Generation per Dwelling Unit Average Rate Range of Rates Standard Deviation 0.51 0.08 -1.04 0.15 Data Plot and Equation 0 1000 20000 100 200 300 400 500 Average RateStudySiteFittedCurve Fitted Curve Equation:T =0.43(X)+20.55 R²=0.84 X =Number of Dwelling UnitsT = Trips Ends256 Trip Generation Manual 11th Edition • Volume 3 199 2050 CMAP Projections Letter 200 March 6, 2023 Andrew Bowen Traffic Engineer Kenig, Lindgren, O'Hara, Aboona, Inc. 9575 West Higgins Road Suite 400 Rosemont, IL 60018 Subject: 248th Avenue @ 127th Street IDOT Dear Mr. Bowen: In response to a request made on your behalf and dated March 3, 2023, we have developed year 2050 average daily traffic (ADT) projections for the subject location. ROAD SEGMENT Current ADT Year 2050 ADT 119th St, @ 248th Ave 6,350 10,600 248th Ave south of 119th St 6,050 10,300 127th St, @ 248th Ave 11,900 16,800 Traffic projections are developed using existing ADT data provided in the request letter and the results from the October 2022 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) 2023_TrafficForecasts\Plainfield\wi-08-23\wi-08-23.docx 201 Level of Service Criteria 202 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. 203 Capacity Analysis Summary Sheets Year 2023 Base Weekday Morning Peak Hour Conditions 204 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 350 20 43 160 72 1 335 137 41 297 1 Future Volume (vph) 4 350 20 43 160 72 1 335 137 41 297 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor Frt 0.992 0.953 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1857 0 1770 1696 0 1805 1852 1615 1719 1648 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1857 0 1770 1696 0 1805 1852 1615 1719 1648 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 15% 100% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 389 0 45 244 0 1 353 144 43 314 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 5 2 2 1 6 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) 7.5 14.5 14.5 24.5 7.5 21.5 21.5 7.5 21.5 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 None None None None Act Effct Green (s) 6.5 27.1 11.8 32.8 6.5 30.1 30.1 8.4 35.1 Actuated g/C Ratio 0.08 0.32 0.14 0.38 0.08 0.35 0.35 0.10 0.41 205 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.66 0.19 0.38 0.01 0.54 0.25 0.25 0.47 Control Delay 53.2 35.8 48.0 23.5 54.0 31.0 27.4 51.2 24.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 53.2 35.8 48.0 23.5 54.0 31.0 27.4 51.2 24.4 LOS D D D C D C C D C Approach Delay 36.0 27.3 30.0 27.6 Approach LOS D C C C Queue Length 50th (ft) 2 212 25 94 1 184 67 25 130 Queue Length 95th (ft) 16 380 75 220 7 334 140 73 288 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 135 1185 253 1194 135 1166 1017 222 1096 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 0.03 0.33 0.18 0.20 0.01 0.30 0.14 0.19 0.29 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 85.9 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.66 Intersection Signal Delay: 30.5 Intersection LOS: C Intersection Capacity Utilization 66.4% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: U.S. 30 & 127th Street 206 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 166 397 243 101 142 51 Future Volume (vph) 166 397 243 101 142 51 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1980 1538 1752 1583 Flt Permitted 0.440 0.950 Satd. Flow (perm) 828 1980 1980 1538 1752 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 120 61 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 5% 3% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 198 473 289 120 169 61 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 34.9 33.4 18.8 18.8 12.2 12.2 Actuated g/C Ratio 0.62 0.60 0.34 0.34 0.22 0.22 207 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.28 0.40 0.43 0.20 0.44 0.16 Control Delay 5.8 7.4 17.8 4.6 24.5 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 5.8 7.4 17.8 4.6 24.5 7.7 LOS A A B A C A Approach Delay 6.9 13.9 20.1 Approach LOS A B C Queue Length 50th (ft) 22 68 71 0 47 0 Queue Length 95th (ft) 50 131 145 26 108 24 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 1004 1980 1608 1271 1131 1044 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.20 0.24 0.18 0.09 0.15 0.06 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 55.9 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.44 Intersection Signal Delay: 11.4 Intersection LOS: B Intersection Capacity Utilization 41.2% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 208 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 71 371 63 65 308 32 71 238 107 45 101 25 Future Volume (vph) 71 371 63 65 308 32 71 238 107 45 101 25 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor 0.99 1.00 Frt 0.850 0.986 0.953 0.970 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 1961 1615 1805 1767 0 1736 3293 0 1421 3315 0 Flt Permitted 0.311 0.268 0.620 0.492 Satd. Flow (perm) 557 1961 1615 509 1767 0 1133 3293 0 735 3315 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 7 77 31 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 89 464 79 81 425 0 89 432 0 56 157 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 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 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 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 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) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 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 None None None Act Effct Green (s) 30.5 22.7 22.7 30.2 22.6 26.2 20.0 26.3 18.2 Actuated g/C Ratio 0.44 0.33 0.33 0.44 0.33 0.38 0.29 0.38 0.26 209 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.24 0.72 0.13 0.23 0.73 0.18 0.43 0.16 0.17 Control Delay 11.7 28.4 1.5 11.5 29.5 16.6 21.5 16.7 20.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 28.4 1.5 11.5 29.5 16.6 21.5 16.7 20.8 LOS B C A B C B C B C Approach Delay 22.7 26.6 20.7 19.7 Approach LOS C C C B Queue Length 50th (ft) 21 191 0 19 173 25 74 15 24 Queue Length 95th (ft) 38 247 4 35 230 54 116 39 47 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 375 1024 904 364 920 496 1055 371 1012 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 0.24 0.45 0.09 0.22 0.46 0.18 0.41 0.15 0.16 Intersection Summary Area Type: Other Cycle Length: 85 Actuated Cycle Length: 69 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 22.8 Intersection LOS: C Intersection Capacity Utilization 55.3% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Van Dyke Road & 127th Street 210 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 526 2 23 271 4 37 Future Vol, veh/h 526 2 23 271 4 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 84 84 84 84 84 84 Heavy Vehicles, % 1 0 13 1 0 5 Mvmt Flow 626 2 27 323 5 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 628 0 1004 627 Stage 1 - - - - 627 - Stage 2 - - - - 377 - 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 - - 903 - 270 478 Stage 1 - - - - 536 - Stage 2 - - - - 698 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 903 - 262 478 Mov Cap-2 Maneuver - - - - 262 - Stage 1 - - - - 536 - Stage 2 - - - - 677 - Approach EB WB NB HCM Control Delay, s 0 0.7 13.9 HCM LOS B Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 262 478 - - 903 - HCM Lane V/C Ratio 0.018 0.092 - - 0.03 - HCM Control Delay (s) 19 13.3 - - 9.1 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.1 - 211 HCM 6th TWSC 5: 127th Street & Edwards Elmhurst Drive 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 58 481 330 74 24 14 Future Vol, veh/h 58 481 330 74 24 14 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 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 84 84 84 84 84 84 Heavy Vehicles, % 0 00000 Mvmt Flow 69 573 393 88 29 17 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 481 0 - 0 1148 241 Stage 1 - - - - 437 - Stage 2 - - - - 711 - 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 1092 - - - 208 766 Stage 1 - - - - 624 - Stage 2 - - - - 490 - Platoon blocked, % - - - Mov Cap-1 Maneuver 1092 - - - 195 766 Mov Cap-2 Maneuver - - - - 331 - Stage 1 - - - - 585 - Stage 2 - - - - 490 - Approach EB WB SB HCM Control Delay, s 0.9 0 14.3 HCM LOS B Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 1092 - - - 331 766 HCM Lane V/C Ratio 0.063 - - - 0.086 0.022 HCM Control Delay (s) 8.5 - - - 16.9 9.8 HCM Lane LOS A - - - C A HCM 95th %tile Q(veh) 0.2 - - - 0.3 0.1 212 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 33 4 2 12 13 216 6 2 138 4 Future Vol, veh/h 25 1 33 4 2 12 13 216 6 2 138 4 Conflicting Peds, #/hr 0 00000001100 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - 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, % 0 0 6 25 000133010 Mvmt Flow 28 1 38 5 2 14 15 245 7 2 157 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 451 447 160 463 446 250 162 0 0 253 0 0 Stage 1 164 164 - 280 280 ------- Stage 2 287 283 - 183 166 ------- Critical Hdwy 7.1 6.5 6.26 7.35 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.35 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.35 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.725 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 522 509 875 473 510 794 1429 - - 1324 - - Stage 1 843 766 - 679 683 ------- Stage 2 725 681 - 768 765 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 506 502 875 447 503 793 1429 - - 1323 - - Mov Cap-2 Maneuver 506 502 - 447 503 ------- Stage 1 835 764 - 672 675 ------- Stage 2 703 674 - 733 763 ------- Approach EB WB NB SB HCM Control Delay, s 10.7 10.7 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1429 - - 506 754 447 733 1323 - - HCM Lane V/C Ratio 0.01 - - 0.037 0.064 0.01 0.022 0.002 - - HCM Control Delay (s) 7.5 - - 12.4 10.1 13.1 10 7.7 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - 213 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 AMEX 23-030 - Plainfield 3:41 pm 10/20/2021 Existing Morning Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 3.1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 41 62 73 194 131 44 Future Vol, veh/h 41 62 73 194 131 44 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00110 Mvmt Flow 43 65 77 204 138 46 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 519 161 184 0 - 0 Stage 1 161 ----- Stage 2 358 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 521 889 1403 - - - Stage 1 873 ----- Stage 2 712 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 492 889 1403 - - - Mov Cap-2 Maneuver 492 ----- Stage 1 825 ----- Stage 2 712 ----- Approach EB NB SB HCM Control Delay, s 10.8 2.1 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1403 - 492 889 - - HCM Lane V/C Ratio 0.055 - 0.088 0.073 - - HCM Control Delay (s) 7.7 - 13 9.4 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.3 0.2 - - 214 Capacity Analysis Summary Sheets Year 2023 Base Weekday Evening Peak Hour Conditions 215 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 11 332 53 153 467 86 28 339 128 111 416 8 Future Volume (vph) 11 332 53 153 467 86 28 339 128 111 416 8 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor Frt 0.979 0.977 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1695 0 1787 1853 0 1805 1852 1615 1805 1806 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1695 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 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 11% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 12 419 0 166 601 0 30 368 139 121 461 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 5 2 2 1 6 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) 7.5 14.5 14.5 16.5 7.5 21.5 21.5 7.5 21.5 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 None None None None Act Effct Green (s) 5.2 36.3 17.0 54.9 6.5 34.4 34.4 13.0 46.3 Actuated g/C Ratio 0.04 0.29 0.14 0.44 0.05 0.28 0.28 0.11 0.37 216 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.16 0.84 0.68 0.73 0.32 0.72 0.31 0.64 0.68 Control Delay 72.5 59.0 68.8 36.7 74.7 50.9 40.1 74.2 41.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 72.5 59.0 68.8 36.7 74.7 50.9 40.1 74.2 41.9 LOS E E E D E D D E D Approach Delay 59.4 43.7 49.4 48.6 Approach LOS E D D D Queue Length 50th (ft) 10 324 134 380 25 278 92 98 341 Queue Length 95th (ft) 36 #548 236 657 66 439 169 #191 528 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 76 649 350 994 99 688 600 236 809 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 0.16 0.65 0.47 0.60 0.30 0.53 0.23 0.51 0.57 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 123.7 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.84 Intersection Signal Delay: 49.2 Intersection LOS: D Intersection Capacity Utilization 77.2% 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: 1: U.S. 30 & 127th Street 217 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 141 455 588 215 142 153 Future Volume (vph) 141 455 588 215 142 153 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1961 1980 1615 1805 1615 Flt Permitted 0.183 0.950 Satd. Flow (perm) 344 1961 1980 1579 1805 1577 Right Turn on Red Yes Yes Satd. Flow (RTOR) 253 180 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 2% 1% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 166 535 692 253 167 180 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 54.3 51.7 37.5 37.5 13.7 13.7 Actuated g/C Ratio 0.70 0.66 0.48 0.48 0.18 0.18 218 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.38 0.41 0.73 0.28 0.53 0.42 Control Delay 6.8 7.3 21.8 2.7 37.7 8.5 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.8 7.3 21.8 2.7 37.7 8.5 LOS A A C A D A Approach Delay 7.2 16.7 22.6 Approach LOS A B C Queue Length 50th (ft) 22 101 256 0 79 0 Queue Length 95th (ft) 47 174 401 31 138 44 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 479 1554 1183 1045 647 680 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.35 0.34 0.58 0.24 0.26 0.26 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 77.8 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.73 Intersection Signal Delay: 14.4 Intersection LOS: B Intersection Capacity Utilization 58.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 219 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 44 438 158 168 621 50 111 187 137 77 271 59 Future Volume (vph) 44 438 158 168 621 50 111 187 137 77 271 59 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.937 0.973 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3383 0 1805 3476 0 Flt Permitted 0.154 0.255 0.524 0.531 Satd. Flow (perm) 287 1980 1615 480 1877 0 995 3383 0 1009 3476 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 168 6 146 30 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 1 1 1 1 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 47 466 168 179 714 0 118 345 0 82 351 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 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 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 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 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) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 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 None None None Act Effct Green (s) 33.0 24.3 24.3 37.3 30.4 24.1 16.9 24.1 16.9 Actuated g/C Ratio 0.46 0.34 0.34 0.52 0.42 0.33 0.23 0.33 0.23 220 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.18 0.70 0.26 0.46 0.90 0.29 0.38 0.20 0.42 Control Delay 10.7 27.5 4.3 13.5 38.5 18.7 15.8 17.6 24.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 10.7 27.5 4.3 13.5 38.5 18.7 15.8 17.6 24.8 LOS B C A B D B B B C Approach Delay 20.6 33.5 16.6 23.4 Approach LOS C C B C Queue Length 50th (ft) 10 190 0 43 341 39 43 26 72 Queue Length 95th (ft) 25 290 37 75 #576 74 80 55 112 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 260 823 769 395 832 402 966 406 903 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 0.18 0.57 0.22 0.45 0.86 0.29 0.36 0.20 0.39 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 72.1 Natural Cycle: 70 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.90 Intersection Signal Delay: 25.0 Intersection LOS: C Intersection Capacity Utilization 74.4% 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: Van Dyke Road & 127th Street 221 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 559 12 44 697 9 37 Future Vol, veh/h 559 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 85 85 85 85 85 85 Heavy Vehicles, % 2 00103 Mvmt Flow 658 14 52 820 11 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 672 0 1589 665 Stage 1 - - - - 665 - Stage 2 - - - - 924 - 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 - - 928 - 120 458 Stage 1 - - - - 515 - Stage 2 - - - - 390 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 928 - 113 458 Mov Cap-2 Maneuver - - - - 113 - Stage 1 - - - - 515 - Stage 2 - - - - 368 - Approach EB WB NB HCM Control Delay, s 0 0.5 18.9 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 113 458 - - 928 - HCM Lane V/C Ratio 0.094 0.095 - - 0.056 - HCM Control Delay (s) 40.1 13.7 - - 9.1 - HCM Lane LOS E B - - A - HCM 95th %tile Q(veh) 0.3 0.3 - - 0.2 - 222 HCM 6th TWSC 5: 127th Street & Edwards Elmhurst Drive 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 582 757 34 58 46 Future Vol, veh/h 15 582 757 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 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 00000 Mvmt Flow 18 685 891 40 68 54 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 931 0 - 0 1632 466 Stage 1 - - - - 911 - Stage 2 - - - - 721 - 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 743 - - - 103 549 Stage 1 - - - - 357 - Stage 2 - - - - 485 - Platoon blocked, % - - - Mov Cap-1 Maneuver 743 - - - 101 549 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 348 - Stage 2 - - - - 485 - Approach EB WB SB HCM Control Delay, s 0.3 0 20.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 743 - - - 229 549 HCM Lane V/C Ratio 0.024 - - - 0.298 0.099 HCM Control Delay (s) 10 - - - 27.3 12.3 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0.1 - - - 1.2 0.3 223 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 3 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 13 0 19 9 0 19 23 291 24 28 237 36 Future Vol, veh/h 13 0 19 9 0 19 23 291 24 28 237 36 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 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000010000 Mvmt Flow 15 0 22 11 0 22 27 342 28 33 279 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 787 790 300 787 797 356 321 0 0 370 0 0 Stage 1 366 366 - 410 410 ------- Stage 2 421 424 - 377 387 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 312 325 744 312 322 693 1250 - - 1200 - - Stage 1 657 626 - 623 599 ------- Stage 2 614 590 - 649 613 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 291 309 744 291 307 693 1250 - - 1200 - - Mov Cap-2 Maneuver 291 309 - 291 307 ------- Stage 1 643 609 - 609 586 ------- Stage 2 581 577 - 612 596 ------- Approach EB WB NB SB HCM Control Delay, s 13.3 12.8 0.5 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1250 - - 291 577 291 693 1200 - - HCM Lane V/C Ratio 0.022 - - 0.035 0.048 0.036 0.032 0.027 - - HCM Control Delay (s) 7.9 - - 17.8 11.6 17.8 10.4 8.1 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0.1 0.1 0.1 - - 224 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 70 65 291 225 40 Future Vol, veh/h 47 70 65 291 225 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00100 Mvmt Flow 49 74 68 306 237 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 700 258 279 0 - 0 Stage 1 258 ----- Stage 2 442 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 409 786 1295 - - - Stage 1 790 ----- Stage 2 652 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 387 786 1295 - - - Mov Cap-2 Maneuver 387 ----- Stage 1 748 ----- Stage 2 652 ----- Approach EB NB SB HCM Control Delay, s 12.3 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1295 - 387 786 - - HCM Lane V/C Ratio 0.053 - 0.128 0.094 - - HCM Control Delay (s) 7.9 - 15.7 10.1 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.2 - 0.4 0.3 - - 225 Capacity Analysis Summary Sheets Year 2029 No Build Weekday Morning Peak Hour Conditions 226 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 389 22 47 195 109 1 365 149 56 324 1 Future Volume (vph) 4 389 22 47 195 109 1 365 149 56 324 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor Frt 0.992 0.946 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1857 0 1770 1687 0 1805 1852 1615 1719 1649 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1857 0 1770 1687 0 1805 1852 1615 1719 1649 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 15% 100% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 432 0 49 320 0 1 384 157 59 342 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 5 2 2 1 6 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) 7.5 14.5 14.5 24.5 7.5 21.5 21.5 7.5 21.5 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 None None None None Act Effct Green (s) 6.4 30.7 11.6 39.8 6.4 33.2 33.2 8.9 41.4 Actuated g/C Ratio 0.06 0.31 0.12 0.40 0.06 0.34 0.34 0.09 0.42 227 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.75 0.24 0.47 0.01 0.62 0.29 0.38 0.50 Control Delay 58.8 42.8 54.8 26.6 59.0 36.7 31.0 60.3 27.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 58.8 42.8 54.8 26.6 59.0 36.7 31.0 60.3 27.2 LOS E D D C E D C E C Approach Delay 43.0 30.3 35.1 32.1 Approach LOS D C D C Queue Length 50th (ft) 3 258 30 141 1 221 79 37 156 Queue Length 95th (ft) 17 450 87 309 7 394 162 102 342 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 115 1038 216 1004 115 1021 891 190 957 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 0.03 0.42 0.23 0.32 0.01 0.38 0.18 0.31 0.36 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 99.1 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 35.4 Intersection LOS: D Intersection Capacity Utilization 70.1% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: U.S. 30 & 127th Street 228 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 181 445 311 110 155 56 Future Volume (vph) 181 445 311 110 155 56 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1980 1538 1752 1583 Flt Permitted 0.361 0.950 Satd. Flow (perm) 679 1980 1980 1538 1752 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 131 67 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 5% 3% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 215 530 370 131 185 67 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 39.8 38.2 22.4 22.4 13.6 13.6 Actuated g/C Ratio 0.64 0.61 0.36 0.36 0.22 0.22 229 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.33 0.44 0.52 0.21 0.49 0.17 Control Delay 6.3 7.8 19.7 4.4 28.3 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.3 7.8 19.7 4.4 28.3 8.2 LOS A A B A C A Approach Delay 7.4 15.7 22.9 Approach LOS A B C Queue Length 50th (ft) 27 86 103 0 59 0 Queue Length 95th (ft) 60 164 204 27 134 27 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 946 1935 1465 1172 1031 959 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.23 0.27 0.25 0.11 0.18 0.07 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 62.3 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.52 Intersection Signal Delay: 12.8 Intersection LOS: B Intersection Capacity Utilization 45.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 230 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 431 69 80 333 35 77 267 133 49 114 30 Future Volume (vph) 90 431 69 80 333 35 77 267 133 49 114 30 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor 0.99 1.00 Frt 0.850 0.986 0.950 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 1961 1615 1805 1767 0 1736 3281 0 1421 3315 0 Flt Permitted 0.292 0.202 0.609 0.412 Satd. Flow (perm) 523 1961 1615 384 1767 0 1113 3281 0 616 3315 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 7 92 36 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 113 539 86 100 460 0 96 500 0 61 181 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 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 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 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 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) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 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 None None None Act Effct Green (s) 33.5 25.7 25.7 33.2 25.5 26.2 19.9 26.4 18.3 Actuated g/C Ratio 0.47 0.36 0.36 0.46 0.35 0.36 0.28 0.37 0.25 231 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.31 0.77 0.13 0.32 0.73 0.21 0.51 0.20 0.21 Control Delay 12.2 30.1 1.8 12.4 28.8 18.1 23.5 18.4 21.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 30.1 1.8 12.4 28.8 18.1 23.5 18.4 21.7 LOS B C A B C B C B C Approach Delay 24.0 25.9 22.6 20.9 Approach LOS C C C C Queue Length 50th (ft) 27 235 0 24 193 30 95 19 30 Queue Length 95th (ft) 47 296 6 42 253 58 133 41 52 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 369 979 871 324 881 469 1019 325 973 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 0.55 0.10 0.31 0.52 0.20 0.49 0.19 0.19 Intersection Summary Area Type: Other Cycle Length: 85 Actuated Cycle Length: 72 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.77 Intersection Signal Delay: 23.8 Intersection LOS: C Intersection Capacity Utilization 59.4% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Van Dyke Road & 127th Street 232 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 589 5 23 344 7 37 Future Vol, veh/h 589 5 23 344 7 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 84 84 84 84 84 84 Heavy Vehicles, % 1 0 13 1 0 5 Mvmt Flow 701 6 27 410 8 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 707 0 1168 704 Stage 1 - - - - 704 - Stage 2 - - - - 464 - 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 - - 843 - 216 432 Stage 1 - - - - 494 - Stage 2 - - - - 637 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 843 - 209 432 Mov Cap-2 Maneuver - - - - 209 - Stage 1 - - - - 494 - Stage 2 - - - - 617 - Approach EB WB NB HCM Control Delay, s 0 0.6 15.7 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 209 432 - - 843 - HCM Lane V/C Ratio 0.04 0.102 - - 0.032 - HCM Control Delay (s) 22.9 14.3 - - 9.4 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.1 - 233 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 2 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 58 527 15 8 358 74 49 0 39 24 0 14 Future Vol, veh/h 58 527 15 8 358 74 49 0 39 24 0 14 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 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 00000000000 Mvmt Flow 69 627 18 10 426 88 58 0 46 29 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 514 0 0 645 0 0 998 1299 627 1287 1273 257 Stage 1 ------765765-490490- Stage 2 ------233534-797783- Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 ------6.15.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.15.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1062 - - 950 - - 212 163 487 133 169 748 Stage 1 ------399415-534552- Stage 2 ------755528-383407- Platoon blocked, % - - - - Mov Cap-1 Maneuver 1062 - - 950 - - 195 151 487 113 156 748 Mov Cap-2 Maneuver ------296259-224269- Stage 1 ------373388-499546- Stage 2 ------730522-324381- Approach EB WB NB SB HCM Control Delay, s 0.8 0.2 17 18.4 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 296 487 1062 - - 950 - - 224 748 HCM Lane V/C Ratio 0.197 0.095 0.065 - - 0.01 - - 0.128 0.022 HCM Control Delay (s) 20.1 13.2 8.6 - - 8.8 - - 23.4 9.9 HCM Lane LOS C B A - - A - - C A HCM 95th %tile Q(veh) 0.7 0.3 0.2 - - 0 - - 0.4 0.1 234 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 33 4 2 12 13 240 6 2 156 4 Future Vol, veh/h 25 1 33 4 2 12 13 240 6 2 156 4 Conflicting Peds, #/hr 0 00000001100 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - 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, % 0 0 6 25 000133010 Mvmt Flow 28 1 38 5 2 14 15 273 7 2 177 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 499 495 180 511 494 278 182 0 0 281 0 0 Stage 1 184 184 - 308 308 ------- Stage 2 315 311 - 203 186 ------- Critical Hdwy 7.1 6.5 6.26 7.35 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.35 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.35 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.725 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 485 479 853 438 479 766 1405 - - 1293 - - Stage 1 822 751 - 656 664 ------- Stage 2 700 662 - 749 750 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 470 472 853 414 472 765 1405 - - 1292 - - Mov Cap-2 Maneuver 470 472 - 414 472 ------- Stage 1 813 749 - 649 656 ------- Stage 2 678 654 - 714 749 ------- Approach EB WB NB SB HCM Control Delay, s 11.1 11 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1405 - - 470 723 414 703 1292 - - HCM Lane V/C Ratio 0.011 - - 0.04 0.067 0.011 0.023 0.002 - - HCM Control Delay (s) 7.6 - - 13 10.3 13.8 10.2 7.8 - - HCM Lane LOS A - -BBBBA - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - 235 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 AMNB 23-030 - Plainfield 3:41 pm 10/20/2021 No Build Morning Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.9 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 41 62 73 218 149 44 Future Vol, veh/h 41 62 73 218 149 44 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00110 Mvmt Flow 43 65 77 229 157 46 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 563 180 203 0 - 0 Stage 1 180 ----- Stage 2 383 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 491 868 1381 - - - Stage 1 856 ----- Stage 2 694 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 464 868 1381 - - - Mov Cap-2 Maneuver 464 ----- Stage 1 808 ----- Stage 2 694 ----- Approach EB NB SB HCM Control Delay, s 11.1 1.9 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1381 - 464 868 - - HCM Lane V/C Ratio 0.056 - 0.093 0.075 - - HCM Control Delay (s) 7.8 - 13.6 9.5 - - HCM Lane LOS A - B A - - HCM 95th %tile Q(veh) 0.2 - 0.3 0.2 - - 236 Capacity Analysis Summary Sheets Year 2029 No Build Weekday Evening Peak Hour Conditions 237 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 386 58 167 523 115 31 370 140 157 453 9 Future Volume (vph) 12 386 58 167 523 115 31 370 140 157 453 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor Frt 0.980 0.973 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1695 0 1787 1845 0 1805 1852 1615 1805 1806 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1695 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 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 11% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 483 0 182 693 0 34 402 152 171 502 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 5 2 2 1 6 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) 7.5 14.5 14.5 16.5 7.5 21.5 21.5 7.5 21.5 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 None None None None Act Effct Green (s) 5.1 42.7 18.6 62.4 6.3 37.9 37.9 15.4 51.7 Actuated g/C Ratio 0.04 0.31 0.14 0.46 0.05 0.28 0.28 0.11 0.38 238 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.20 0.91 0.75 0.82 0.41 0.78 0.34 0.85 0.74 Control Delay 76.7 69.4 78.1 43.6 83.2 58.5 43.0 94.8 46.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.7 69.4 78.1 43.6 83.2 58.5 43.0 94.8 46.7 LOS E E E D F E D F D Approach Delay 69.6 50.8 55.9 58.9 Approach LOS E D E E Queue Length 50th (ft) 12 432 165 522 32 345 113 160 423 Queue Length 95th (ft) 38 #686 258 #861 73 486 182 #314 589 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 66 568 307 888 86 604 526 207 713 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 0.20 0.85 0.59 0.78 0.40 0.67 0.29 0.83 0.70 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 136.9 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.91 Intersection Signal Delay: 57.6 Intersection LOS: E 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: 1: U.S. 30 & 127th Street 239 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 154 546 671 234 155 167 Future Volume (vph) 154 546 671 234 155 167 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1961 1980 1615 1805 1615 Flt Permitted 0.126 0.950 Satd. Flow (perm) 237 1961 1980 1579 1805 1577 Right Turn on Red Yes Yes Satd. Flow (RTOR) 251 196 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 2% 1% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 181 642 789 275 182 196 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 58.8 56.3 41.7 41.7 14.8 14.8 Actuated g/C Ratio 0.71 0.68 0.50 0.50 0.18 0.18 240 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.49 0.48 0.80 0.30 0.57 0.44 Control Delay 11.1 8.5 25.7 3.4 39.8 8.3 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.1 8.5 25.7 3.4 39.8 8.3 LOS B A C A D A Approach Delay 9.0 20.0 23.4 Approach LOS A B C Queue Length 50th (ft) 25 137 331 6 94 0 Queue Length 95th (ft) 69 241 515 42 148 45 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 404 1463 1089 982 596 652 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.45 0.44 0.72 0.28 0.31 0.30 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 83.3 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 16.6 Intersection LOS: B Intersection Capacity Utilization 64.0% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 241 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 488 172 210 695 55 121 209 159 84 309 74 Future Volume (vph) 57 488 172 210 695 55 121 209 159 84 309 74 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.935 0.971 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3375 0 1805 3468 0 Flt Permitted 0.144 0.213 0.453 0.472 Satd. Flow (perm) 268 1980 1615 401 1877 0 860 3375 0 897 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 183 6 169 34 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 1 1 1 1 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 61 519 183 223 798 0 129 391 0 89 408 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 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 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 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 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) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 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 None None None Act Effct Green (s) 34.7 26.1 26.1 39.0 32.1 24.4 17.2 24.4 17.2 Actuated g/C Ratio 0.47 0.35 0.35 0.53 0.43 0.33 0.23 0.33 0.23 242 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 03/10/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.74 0.27 0.63 0.98 0.36 0.43 0.24 0.49 Control Delay 11.7 29.3 4.1 18.7 52.3 19.9 16.0 18.1 26.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 29.3 4.1 18.7 52.3 19.9 16.0 18.1 26.0 LOS B C A B D B B B C Approach Delay 21.9 45.0 17.0 24.6 Approach LOS C D B C Queue Length 50th (ft) 14 219 0 55 ~457 43 48 29 86 Queue Length 95th (ft) 31 332 39 #96 #674 80 88 59 130 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 251 791 755 361 816 361 950 371 871 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 0.24 0.66 0.24 0.62 0.98 0.36 0.41 0.24 0.47 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 74.1 Natural Cycle: 75 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.98 Intersection Signal Delay: 29.9 Intersection LOS: C Intersection Capacity Utilization 79.1% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Van Dyke Road & 127th Street 243 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 663 20 44 794 11 37 Future Vol, veh/h 663 20 44 794 11 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 85 85 85 85 85 85 Heavy Vehicles, % 2 00103 Mvmt Flow 780 24 52 934 13 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 804 0 1830 792 Stage 1 - - - - 792 - Stage 2 - - - - 1038 - 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 - - 829 - 85 388 Stage 1 - - - - 450 - Stage 2 - - - - 344 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 829 - 80 388 Mov Cap-2 Maneuver - - - - 80 - Stage 1 - - - - 450 - Stage 2 - - - - 322 - Approach EB WB NB HCM Control Delay, s 0 0.5 25.3 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 80 388 - - 829 - HCM Lane V/C Ratio 0.162 0.112 - - 0.062 - HCM Control Delay (s) 58.5 15.4 - - 9.6 - HCM Lane LOS F C - - A - HCM 95th %tile Q(veh) 0.5 0.4 - - 0.2 - 244 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 3.6 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 634 52 30 826 34 33 0 25 58 0 46 Future Vol, veh/h 15 634 52 30 826 34 33 0 25 58 0 46 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 - - 0 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000000000 Mvmt Flow 18 746 61 35 972 40 39 0 29 68 0 54 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1012 0 0 807 0 0 1338 1864 746 1889 1905 506 Stage 1 ------782782-1062 1062 - Stage 2 ------5561082 - 827 843 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 ------6.15.5-6.55.5- Critical Hdwy Stg 2 ------6.55.5-6.15.5- Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 693 - - 827 - - 122 74 417 ~ 49 69 517 Stage 1 ------390408-242303- Stage 2 ------488296-369382- Platoon blocked, % - - - - Mov Cap-1 Maneuver 693 - - 827 - - 104 69 417 ~ 43 64 517 Mov Cap-2 Maneuver ------10469-140171- Stage 1 ------380397-236290- Stage 2 ------418284-334372- Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 39.7 35.2 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBRSBLn1SBLn2 Capacity (veh/h) 104 417 693 - - 827 - - 140 517 HCM Lane V/C Ratio 0.373 0.071 0.025 - - 0.043 - - 0.487 0.105 HCM Control Delay (s) 58.9 14.3 10.3 - - 9.5 - - 53 12.8 HCM Lane LOS F B B - - A - - F B HCM 95th %tile Q(veh) 1.5 0.2 0.1 - - 0.1 - - 2.3 0.3 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 245 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 3 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 13 0 19 9 0 19 23 323 24 28 264 36 Future Vol, veh/h 13 0 19 9 0 19 23 323 24 28 264 36 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 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000010000 Mvmt Flow 15 0 22 11 0 22 27 380 28 33 311 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 857 860 332 857 867 394 353 0 0 408 0 0 Stage 1 398 398 - 448 448 ------- Stage 2 459 462 - 409 419 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 280 296 714 280 293 659 1217 - - 1162 - - Stage 1 632 606 - 594 576 ------- Stage 2 586 568 - 623 593 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 260 281 714 261 279 659 1217 - - 1162 - - Mov Cap-2 Maneuver 260 281 - 261 279 ------- Stage 1 618 589 - 581 563 ------- Stage 2 554 556 - 586 576 ------- Approach EB WB NB SB HCM Control Delay, s 14 13.5 0.5 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1217 - - 260 539 261 659 1162 - - HCM Lane V/C Ratio 0.022 - - 0.039 0.051 0.041 0.034 0.028 - - HCM Control Delay (s) 8 - - 19.4 12 19.4 10.7 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 0.1 0.1 - - 246 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 PMNB 23-030 - Plainfield 10:09 am 11/02/2021 No Build Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 70 65 323 252 40 Future Vol, veh/h 47 70 65 323 252 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00100 Mvmt Flow 49 74 68 340 265 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 762 286 307 0 - 0 Stage 1 286 ----- Stage 2 476 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 376 758 1265 - - - Stage 1 767 ----- Stage 2 629 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 356 758 1265 - - - Mov Cap-2 Maneuver 356 ----- Stage 1 726 ----- Stage 2 629 ----- Approach EB NB SB HCM Control Delay, s 12.9 1.3 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1265 - 356 758 - - HCM Lane V/C Ratio 0.054 - 0.139 0.097 - - HCM Control Delay (s) 8 - 16.7 10.3 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.2 - 0.5 0.3 - - 247 Capacity Analysis Summary Sheets Year 2029 Total Weekday Morning Peak Hour Conditions 248 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 4 391 22 53 198 115 1 365 152 59 324 1 Future Volume (vph) 4 391 22 53 198 115 1 365 152 59 324 1 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor Frt 0.992 0.945 0.850 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1857 0 1770 1685 0 1805 1852 1615 1719 1649 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1857 0 1770 1685 0 1805 1852 1615 1719 1649 0 Right Turn on Red No No No No Satd. Flow (RTOR) Link Speed (mph) 45 45 55 55 Link Distance (ft) 1528 1614 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 0.95 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 1% 10% 2% 8% 4% 0% 8% 0% 5% 15% 100% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 4 435 0 56 329 0 1 384 160 62 342 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 5 2 2 1 6 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) 7.5 14.5 14.5 24.5 7.5 21.5 21.5 7.5 21.5 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 None None None None Act Effct Green (s) 6.4 31.0 11.7 40.1 6.4 33.4 33.4 9.0 41.6 Actuated g/C Ratio 0.06 0.31 0.12 0.40 0.06 0.34 0.34 0.09 0.42 249 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.03 0.75 0.27 0.49 0.01 0.62 0.30 0.40 0.50 Control Delay 59.0 43.1 55.6 26.8 60.0 37.0 31.3 61.1 27.4 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 59.0 43.1 55.6 26.8 60.0 37.0 31.3 61.1 27.4 LOS E D E C E D C E C Approach Delay 43.2 31.0 35.3 32.6 Approach LOS D C D C Queue Length 50th (ft) 3 262 35 148 1 222 82 39 156 Queue Length 95th (ft) 17 455 97 320 7 395 165 105 344 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 115 1034 215 999 115 1018 887 189 954 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 0.03 0.42 0.26 0.33 0.01 0.38 0.18 0.33 0.36 Intersection Summary Area Type: Other Cycle Length: 140 Actuated Cycle Length: 99.7 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.75 Intersection Signal Delay: 35.7 Intersection LOS: D Intersection Capacity Utilization 70.2% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 1: U.S. 30 & 127th Street 250 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 189 445 311 115 165 71 Future Volume (vph) 189 445 311 115 165 71 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1980 1538 1752 1583 Flt Permitted 0.358 0.950 Satd. Flow (perm) 673 1980 1980 1538 1752 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 137 85 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.84 0.84 0.84 0.84 0.84 0.84 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 1% 5% 3% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 225 530 370 137 196 85 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 40.5 38.9 22.6 22.6 14.1 14.1 Actuated g/C Ratio 0.64 0.61 0.36 0.36 0.22 0.22 251 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.35 0.44 0.53 0.22 0.50 0.20 Control Delay 6.6 8.0 20.3 4.4 28.8 7.7 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 6.6 8.0 20.3 4.4 28.8 7.7 LOS A A C A C A Approach Delay 7.6 16.0 22.4 Approach LOS A B C Queue Length 50th (ft) 29 89 106 0 64 0 Queue Length 95th (ft) 65 169 209 29 143 30 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 935 1926 1439 1155 1013 951 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.24 0.28 0.26 0.12 0.19 0.09 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 63.5 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.53 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 46.8% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 252 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 90 438 72 80 336 35 79 267 133 49 114 30 Future Volume (vph) 90 438 72 80 336 35 79 267 133 49 114 30 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor 0.99 1.00 Frt 0.850 0.986 0.950 0.969 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1703 1961 1615 1805 1767 0 1736 3281 0 1421 3315 0 Flt Permitted 0.289 0.194 0.609 0.411 Satd. Flow (perm) 518 1961 1615 369 1767 0 1113 3281 0 614 3315 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 128 7 92 36 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 2 2 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 6% 2% 0% 0% 6% 6% 4% 4% 3% 27% 7% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 113 548 90 100 464 0 99 500 0 61 181 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 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 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 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 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) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 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 None None None Act Effct Green (s) 33.7 25.9 25.9 33.4 25.7 26.2 19.9 26.4 18.3 Actuated g/C Ratio 0.47 0.36 0.36 0.46 0.36 0.36 0.28 0.37 0.25 253 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.31 0.78 0.14 0.32 0.73 0.21 0.52 0.20 0.21 Control Delay 12.2 30.5 2.0 12.5 28.8 18.2 23.6 18.4 21.8 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 12.2 30.5 2.0 12.5 28.8 18.2 23.6 18.4 21.8 LOS B C A B C B C B C Approach Delay 24.3 25.9 22.7 20.9 Approach LOS C C C C Queue Length 50th (ft) 27 240 0 24 196 31 95 19 30 Queue Length 95th (ft) 47 302 8 42 256 60 133 41 52 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 368 976 868 319 878 468 1015 324 970 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 0.56 0.10 0.31 0.53 0.21 0.49 0.19 0.19 Intersection Summary Area Type: Other Cycle Length: 85 Actuated Cycle Length: 72.2 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.78 Intersection Signal Delay: 23.9 Intersection LOS: C Intersection Capacity Utilization 59.9% ICU Level of Service B Analysis Period (min) 15 Splits and Phases: 3: Van Dyke Road & 127th Street 254 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 597 5 23 359 7 37 Future Vol, veh/h 597 5 23 359 7 37 Conflicting Peds, #/hr 0 0 0 0 0 0 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 84 84 84 84 84 84 Heavy Vehicles, % 1 0 13 1 0 5 Mvmt Flow 711 6 27 427 8 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 717 0 1195 714 Stage 1 - - - - 714 - Stage 2 - - - - 481 - 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 - - 835 - 208 426 Stage 1 - - - - 489 - Stage 2 - - - - 626 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 835 - 201 426 Mov Cap-2 Maneuver - - - - 201 - Stage 1 - - - - 489 - Stage 2 - - - - 606 - Approach EB WB NB HCM Control Delay, s 0 0.6 15.9 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 201 426 - - 835 - HCM Lane V/C Ratio 0.041 0.103 - - 0.033 - HCM Control Delay (s) 23.7 14.4 - - 9.5 - HCM Lane LOS C B - - A - HCM 95th %tile Q(veh) 0.1 0.3 - - 0.1 - 255 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 2 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 58 537 15 8 363 74 49 0 39 24 0 14 Future Vol, veh/h 58 537 15 8 363 74 49 0 39 24 0 14 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 84 84 84 84 84 84 84 84 84 84 84 84 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 69 639 18 10 432 88 58 0 46 29 0 17 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 520 0 0 657 0 0 1013 1317 639 1305 1291 260 Stage 1 - - - - - - 777 777 - 496 496 - Stage 2 - - - - - - 236 540 - 809 795 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 1056 - - 940 - - 207 159 480 129 165 745 Stage 1 - - - - - - 393 410 - 529 549 - Stage 2 - - - - - - 752 524 - 377 402 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 1056 - - 940 - - 191 147 480 110 153 745 Mov Cap-2 Maneuver - - - - - - 291 255 - 220 265 - Stage 1 - - - - - - 367 383 - 495 543 - Stage 2 - - - - - - 727 518 - 318 376 - Approach EB WB NB SB HCM Control Delay, s 0.8 0.2 17.3 18.7 HCM LOS C C Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 291 480 1056 - - 940 - - 220 745 HCM Lane V/C Ratio 0.2 0.097 0.065 - - 0.01 - - 0.13 0.022 HCM Control Delay (s) 20.4 13.3 8.6 - - 8.9 - - 23.8 9.9 HCM Lane LOS C B A - - A - - C A HCM 95th %tile Q(veh) 0.7 0.3 0.2 - - 0 - - 0.4 0.1 256 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 1.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 25 1 33 4 2 12 13 245 6 2 158 4 Future Vol, veh/h 25 1 33 4 2 12 13 245 6 2 158 4 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - 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, % 0 0 6 25 0 0 0 1 33 0 1 0 Mvmt Flow 28 1 38 5 2 14 15 278 7 2 180 5 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 507 503 183 519 502 283 185 0 0 286 0 0 Stage 1 187 187 - 313 313 - - - - - - - Stage 2 320 316 - 206 189 - - - - - - - Critical Hdwy 7.1 6.5 6.26 7.35 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.35 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.35 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.354 3.725 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 479 474 849 433 474 761 1402 - - 1288 - - Stage 1 819 749 - 651 661 - - - - - - - Stage 2 696 659 - 746 748 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 464 467 849 409 467 760 1402 - - 1287 - - Mov Cap-2 Maneuver 464 467 - 409 467 - - - - - - - Stage 1 810 748 - 644 653 - - - - - - - Stage 2 674 651 - 711 747 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.2 11.1 0.4 0.1 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1402 - - 464 718 409 697 1287 - - HCM Lane V/C Ratio 0.011 - - 0.041 0.067 0.011 0.023 0.002 - - HCM Control Delay (s) 7.6 - - 13.1 10.4 13.9 10.3 7.8 - - HCM Lane LOS A - - B B B B A - - HCM 95th %tile Q(veh) 0 - - 0.1 0.2 0 0.1 0 - - 257 HCM 6th TWSC 7: 248th Avenue & TCC Access 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 3.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 41 0 62 18 0 3 73 222 9 1 156 44 Future Vol, veh/h 41 0 62 18 0 3 73 222 9 1 156 44 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - - - 0 110 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 43 0 65 19 0 3 77 234 9 1 164 46 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 583 586 187 615 605 239 210 0 0 243 0 0 Stage 1 189 189 - 393 393 - - - - - - - Stage 2 394 397 - 222 212 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 427 425 860 406 415 805 1373 - - 1335 - - Stage 1 817 748 - 636 609 - - - - - - - Stage 2 635 607 - 785 731 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 407 401 860 359 391 805 1373 - - 1335 - - Mov Cap-2 Maneuver 407 401 - 359 391 - - - - - - - Stage 1 771 747 - 600 575 - - - - - - - Stage 2 597 573 - 725 730 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 11.6 14.7 1.9 0 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1373 - - 407 860 359 805 1335 - - HCM Lane V/C Ratio 0.056 - - 0.106 0.076 0.053 0.004 0.001 - - HCM Control Delay (s) 7.8 - - 14.9 9.5 15.6 9.5 7.7 - - HCM Lane LOS A - - B A C A A - - HCM 95th %tile Q(veh) 0.2 - - 0.4 0.2 0.2 0 0 - - 258 HCM 6th TWSC 8: 248th Avenue & North Site 05/24/2023 AMPR 23-030 - Plainfield 3:41 pm 10/20/2021 Projected Morning Peak Synchro 11 Report ANB Page 5 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 2 262 4 1 194 Future Vol, veh/h 7 2 262 4 1 194 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 185 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 0 1 0 Mvmt Flow 7 2 276 4 1 204 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 484 278 0 0 280 0 Stage 1 278 - - - - - Stage 2 206 - - - - - Critical Hdwy 6.4 6.2 - - 4.11 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.209 - Pot Cap-1 Maneuver 545 766 - - 1288 - Stage 1 774 - - - - - Stage 2 833 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 544 766 - - 1288 - Mov Cap-2 Maneuver 544 - - - - - Stage 1 774 - - - - - Stage 2 832 - - - - - Approach WB NB SB HCM Control Delay, s 11.3 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 581 1288 - HCM Lane V/C Ratio - - 0.016 0.001 - HCM Control Delay (s) - - 11.3 7.8 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 259 Capacity Analysis Summary Sheets Year 2029 Total Weekday Evening Peak Hour Conditions 260 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 12 389 58 172 525 120 31 370 146 163 453 9 Future Volume (vph) 12 389 58 172 525 120 31 370 146 163 453 9 Ideal Flow (vphpl) 1900 1900 1900 1900 1900 1900 1900 2000 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor Frt 0.981 0.972 0.850 0.997 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1805 1697 0 1787 1843 0 1805 1852 1615 1805 1806 0 Flt Permitted 0.950 0.950 0.950 0.950 Satd. Flow (perm) 1805 1697 0 1787 1843 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 2334 1415 Travel Time (s) 23.2 24.5 28.9 17.5 Confl. Peds. (#/hr) Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 0% 11% 2% 1% 0% 1% 0% 8% 0% 0% 5% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 13 486 0 187 701 0 34 402 159 177 502 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 5 2 2 1 6 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) 7.5 14.5 14.5 16.5 7.5 21.5 21.5 7.5 21.5 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 None None None None Act Effct Green (s) 5.1 43.0 18.8 62.9 6.3 38.0 38.0 15.7 52.1 Actuated g/C Ratio 0.04 0.31 0.14 0.46 0.05 0.28 0.28 0.11 0.38 261 Lanes, Volumes, Timings 1: U.S. 30 & 127th Street 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.20 0.92 0.77 0.83 0.41 0.79 0.36 0.86 0.74 Control Delay 76.8 70.3 79.5 44.4 83.6 59.0 43.6 96.8 46.9 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 76.8 70.3 79.5 44.4 83.6 59.0 43.6 96.8 46.9 LOS E E E D F E D F D Approach Delay 70.5 51.8 56.3 59.9 Approach LOS E D E E Queue Length 50th (ft) 12 438 171 533 32 346 119 167 425 Queue Length 95th (ft) 38 #693 263 #878 73 486 191 #330 589 Internal Link Dist (ft) 1448 1534 2254 1335 Turn Bay Length (ft) 225 285 225 220 255 Base Capacity (vph) 66 565 304 884 86 599 522 205 707 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 0.20 0.86 0.62 0.79 0.40 0.67 0.30 0.86 0.71 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 137.8 Natural Cycle: 90 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.92 Intersection Signal Delay: 58.4 Intersection LOS: E Intersection Capacity Utilization 84.3% 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: 1: U.S. 30 & 127th Street 262 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 3 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 169 546 671 245 163 179 Future Volume (vph) 169 546 671 245 163 179 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1961 1980 1615 1805 1615 Flt Permitted 0.122 0.950 Satd. Flow (perm) 229 1961 1980 1579 1805 1577 Right Turn on Red Yes Yes Satd. Flow (RTOR) 263 211 Link Speed (mph) 40 45 45 Link Distance (ft) 406 1540 610 Travel Time (s) 6.9 23.3 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.85 0.85 0.85 0.85 0.85 0.85 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 2% 1% 0% 0% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 199 642 789 288 192 211 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 59.4 56.8 41.9 41.9 15.4 15.4 Actuated g/C Ratio 0.70 0.67 0.50 0.50 0.18 0.18 263 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 4 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.54 0.49 0.80 0.31 0.59 0.46 Control Delay 13.8 8.7 26.6 3.5 40.2 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 13.8 8.7 26.6 3.5 40.2 8.1 LOS B A C A D A Approach Delay 9.9 20.4 23.4 Approach LOS A C C Queue Length 50th (ft) 29 141 340 7 100 0 Queue Length 95th (ft) 89 247 522 43 156 46 Internal Link Dist (ft) 326 1460 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 396 1443 1075 977 587 656 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.50 0.44 0.73 0.29 0.33 0.32 Intersection Summary Area Type: Other Cycle Length: 100 Actuated Cycle Length: 84.4 Natural Cycle: 60 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.80 Intersection Signal Delay: 17.1 Intersection LOS: B Intersection Capacity Utilization 65.3% ICU Level of Service C Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 264 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 5 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Volume (vph) 57 494 174 210 703 55 124 209 159 84 309 74 Future Volume (vph) 57 494 174 210 703 55 124 209 159 84 309 74 Ideal Flow (vphpl) 1900 2000 1900 1900 1900 1900 1900 1900 1900 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 12 12 12 12 12 12 Grade (%) 0% 0% 0% 0% 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 Ped Bike Factor 1.00 1.00 1.00 1.00 Frt 0.850 0.989 0.935 0.971 Flt Protected 0.950 0.950 0.950 0.950 Satd. Flow (prot) 1770 1980 1615 1787 1877 0 1805 3375 0 1805 3468 0 Flt Permitted 0.144 0.206 0.452 0.471 Satd. Flow (perm) 268 1980 1615 388 1877 0 858 3375 0 895 3468 0 Right Turn on Red Yes Yes Yes Yes Satd. Flow (RTOR) 185 6 169 34 Link Speed (mph) 40 35 45 45 Link Distance (ft) 1125 2135 1531 1535 Travel Time (s) 19.2 41.6 23.2 23.3 Confl. Peds. (#/hr) 1 1 1 1 Confl. Bikes (#/hr) 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 Growth Factor 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 2% 1% 0% 1% 0% 0% 0% 0% 0% 0% 1% 0% Bus Blockages (#/hr) 0 0 0 0 0 0 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 61 526 185 223 807 0 132 391 0 89 408 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 7 4 4 3 8 5 2 1 6 Switch Phase Minimum Initial (s) 3.0 8.0 8.0 3.0 8.0 3.0 15.0 3.0 15.0 Minimum Split (s) 6.5 14.0 14.0 6.5 14.0 6.5 21.0 6.5 21.0 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 4.5 4.5 3.5 4.5 3.5 4.5 3.5 4.5 All-Red Time (s) 0.0 1.5 1.5 0.0 1.5 0.0 1.5 0.0 1.5 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) 3.5 6.0 6.0 3.5 6.0 3.5 6.0 3.5 6.0 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 None None None Act Effct Green (s) 34.8 26.2 26.2 39.1 32.2 24.4 17.2 24.4 17.2 Actuated g/C Ratio 0.47 0.35 0.35 0.53 0.43 0.33 0.23 0.33 0.23 265 Lanes, Volumes, Timings 3: Van Dyke Road & 127th Street 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 6 Lane Group EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR v/c Ratio 0.25 0.75 0.27 0.64 0.99 0.37 0.43 0.24 0.49 Control Delay 11.7 29.8 4.1 19.3 54.6 20.1 16.0 18.2 26.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.7 29.8 4.1 19.3 54.6 20.1 16.0 18.2 26.1 LOS B C A B D C B B C Approach Delay 22.2 47.0 17.1 24.6 Approach LOS C D B C Queue Length 50th (ft) 14 223 0 55 ~466 44 48 29 86 Queue Length 95th (ft) 31 338 39 #100 #684 82 88 59 130 Internal Link Dist (ft) 1045 2055 1451 1455 Turn Bay Length (ft) 180 180 250 280 145 Base Capacity (vph) 251 791 756 355 817 361 950 370 870 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 0.24 0.66 0.24 0.63 0.99 0.37 0.41 0.24 0.47 Intersection Summary Area Type: Other Cycle Length: 80 Actuated Cycle Length: 74.2 Natural Cycle: 80 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.99 Intersection Signal Delay: 30.7 Intersection LOS: C Intersection Capacity Utilization 79.7% ICU Level of Service D Analysis Period (min) 15 ~ Volume exceeds capacity, queue is theoretically infinite. Queue shown is maximum after two cycles. # 95th percentile volume exceeds capacity, queue may be longer. Queue shown is maximum after two cycles. Splits and Phases: 3: Van Dyke Road & 127th Street 266 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 1.1 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 678 20 44 806 11 37 Future Vol, veh/h 678 20 44 806 11 37 Conflicting Peds, #/hr 0 0 0 0 0 0 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 85 85 85 85 85 85 Heavy Vehicles, % 2 0 0 1 0 3 Mvmt Flow 798 24 52 948 13 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 822 0 1862 810 Stage 1 - - - - 810 - Stage 2 - - - - 1052 - 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 - - 816 - 81 378 Stage 1 - - - - 441 - Stage 2 - - - - 339 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 816 - 76 378 Mov Cap-2 Maneuver - - - - 76 - Stage 1 - - - - 441 - Stage 2 - - - - 317 - Approach EB WB NB HCM Control Delay, s 0 0.5 26.3 HCM LOS D Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 76 378 - - 816 - HCM Lane V/C Ratio 0.17 0.115 - - 0.063 - HCM Control Delay (s) 61.8 15.8 - - 9.7 - HCM Lane LOS F C - - A - HCM 95th %tile Q(veh) 0.6 0.4 - - 0.2 - 267 HCM 6th TWSC 5: Vicarage Drive/Edwards Elmhurst Drive & 127th Street 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 3.7 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 642 52 30 837 34 33 0 25 58 0 46 Future Vol, veh/h 15 642 52 30 837 34 33 0 25 58 0 46 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 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 - - 0 - - 1 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0 0 0 0 0 0 0 0 0 0 0 Mvmt Flow 18 755 61 35 985 40 39 0 29 68 0 54 Major/Minor Major1 Major2 Minor1 Minor2 Conflicting Flow All 1025 0 0 816 0 0 1354 1886 755 1911 1927 513 Stage 1 - - - - - - 791 791 - 1075 1075 - Stage 2 - - - - - - 563 1095 - 836 852 - Critical Hdwy 4.1 - - 4.1 - - 7.3 6.5 6.2 7.3 6.5 6.9 Critical Hdwy Stg 1 - - - - - - 6.1 5.5 - 6.5 5.5 - Critical Hdwy Stg 2 - - - - - - 6.5 5.5 - 6.1 5.5 - Follow-up Hdwy 2.2 - - 2.2 - - 3.5 4 3.3 3.5 4 3.3 Pot Cap-1 Maneuver 685 - - 820 - - 119 71 412 ~ 47 67 512 Stage 1 - - - - - - 386 404 - 238 298 - Stage 2 - - - - - - 483 292 - 364 379 - Platoon blocked, % - - - - Mov Cap-1 Maneuver 685 - - 820 - - 101 66 412 ~ 41 62 512 Mov Cap-2 Maneuver - - - - - - 101 66 - 137 168 - Stage 1 - - - - - - 376 393 - 232 285 - Stage 2 - - - - - - 414 279 - 329 369 - Approach EB WB NB SB HCM Control Delay, s 0.2 0.3 41.1 36.3 HCM LOS E E Minor Lane/Major Mvmt NBLn1NBLn2 EBL EBT EBR WBL WBT WBR SBLn1 SBLn2 Capacity (veh/h) 101 412 685 - - 820 - - 137 512 HCM Lane V/C Ratio 0.384 0.071 0.026 - - 0.043 - - 0.498 0.106 HCM Control Delay (s) 61.4 14.4 10.4 - - 9.6 - - 54.9 12.9 HCM Lane LOS F B B - - A - - F B HCM 95th %tile Q(veh) 1.6 0.2 0.1 - - 0.1 - - 2.3 0.4 Notes ~: Volume exceeds capacity $: Delay exceeds 300s +: Computation Not Defined *: All major volume in platoon 268 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 3 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 13 0 19 9 0 19 23 326 24 28 269 36 Future Vol, veh/h 13 0 19 9 0 19 23 326 24 28 269 36 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 0 0 Mvmt Flow 15 0 22 11 0 22 27 384 28 33 316 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 866 869 337 866 876 398 358 0 0 412 0 0 Stage 1 403 403 - 452 452 - - - - - - - Stage 2 463 466 - 414 424 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 276 292 710 276 290 656 1212 - - 1158 - - Stage 1 628 603 - 591 574 - - - - - - - Stage 2 583 566 - 620 590 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 256 278 710 257 276 656 1212 - - 1158 - - Mov Cap-2 Maneuver 256 278 - 257 276 - - - - - - - Stage 1 614 586 - 578 561 - - - - - - - Stage 2 551 554 - 583 573 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 13.6 0.5 0.7 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1212 - - 256 534 257 656 1158 - - HCM Lane V/C Ratio 0.022 - - 0.04 0.051 0.041 0.034 0.028 - - HCM Control Delay (s) 8 - - 19.6 12.1 19.6 10.7 8.2 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.2 0.1 0.1 0.1 - - 269 HCM 6th TWSC 7: 248th Avenue & TCC Access 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 47 0 70 14 0 2 65 331 18 3 258 40 Future Vol, veh/h 47 0 70 14 0 2 65 331 18 3 258 40 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - - - 0 110 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 95 95 95 95 95 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 0 0 Mvmt Flow 49 0 74 15 0 2 68 348 19 3 272 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 794 802 293 830 814 358 314 0 0 367 0 0 Stage 1 299 299 - 494 494 - - - - - - - Stage 2 495 503 - 336 320 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 308 320 751 292 315 691 1258 - - 1203 - - Stage 1 714 670 - 561 550 - - - - - - - Stage 2 560 545 - 682 656 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 294 302 751 252 297 691 1258 - - 1203 - - Mov Cap-2 Maneuver 294 302 - 252 297 - - - - - - - Stage 1 675 669 - 531 520 - - - - - - - Stage 2 528 516 - 614 655 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 14.1 18.9 1.3 0.1 HCM LOS B C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1258 - - 294 751 252 691 1203 - - HCM Lane V/C Ratio 0.054 - - 0.168 0.098 0.058 0.003 0.003 - - HCM Control Delay (s) 8 - - 19.7 10.3 20.2 10.2 8 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.2 - - 0.6 0.3 0.2 0 0 - - 270 HCM 6th TWSC 8: 248th Avenue & North Site 05/24/2023 PMPR 23-030 - Plainfield 10:09 am 11/02/2021 Projected Evening Peak Synchro 11 Report ANB Page 5 Intersection Int Delay, s/veh 0.2 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 1 372 8 2 295 Future Vol, veh/h 6 1 372 8 2 295 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 185 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 0 0 0 Mvmt Flow 6 1 392 8 2 311 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 711 396 0 0 400 0 Stage 1 396 - - - - - Stage 2 315 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 403 658 - - 1170 - Stage 1 684 - - - - - Stage 2 744 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 402 658 - - 1170 - Mov Cap-2 Maneuver 402 - - - - - Stage 1 684 - - - - - Stage 2 743 - - - - - Approach WB NB SB HCM Control Delay, s 13.6 0 0.1 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 426 1170 - HCM Lane V/C Ratio - - 0.017 0.002 - HCM Control Delay (s) - - 13.6 8.1 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 271 Capacity Analysis Summary Sheets Year 2023 Base School Morning Peak Hour Conditions 272 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 290 315 122 233 135 89 Future Volume (vph) 290 315 122 233 135 89 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1923 1583 1805 1583 Flt Permitted 0.558 0.950 Satd. Flow (perm) 1050 1980 1923 1583 1805 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 424 151 Link Speed (mph) 40 45 45 Link Distance (ft) 1211 1253 610 Travel Time (s) 20.6 19.0 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.63 0.84 0.82 0.55 0.62 0.59 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 4% 2% 0% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 460 375 149 424 218 151 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 48.0 115.0 67.0 67.0 35.0 35.0 Total Split (%) 32.0% 76.7% 44.7% 44.7% 23.3% 23.3% Yellow Time (s) 3.5 3.5 3.5 3.5 3.5 3.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 49.1 47.5 18.6 18.6 14.4 14.4 Actuated g/C Ratio 0.68 0.66 0.26 0.26 0.20 0.20 273 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 03/10/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.48 0.29 0.30 0.59 0.61 0.35 Control Delay 7.0 6.0 26.8 6.8 36.9 8.1 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 7.0 6.0 26.8 6.8 36.9 8.1 LOS A A C A D A Approach Delay 6.5 12.0 25.1 Approach LOS A B C Queue Length 50th (ft) 71 58 52 0 85 0 Queue Length 95th (ft) 89 107 117 0 129 5 Internal Link Dist (ft) 1131 1173 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 1239 1980 1652 1419 783 772 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.37 0.19 0.09 0.30 0.28 0.20 Intersection Summary Area Type: Other Cycle Length: 150 Actuated Cycle Length: 72.4 Natural Cycle: 45 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.61 Intersection Signal Delay: 12.2 Intersection LOS: B Intersection Capacity Utilization 47.7% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 274 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/14/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 4.3 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 4 27 5 1 40 8 495 2 13 186 18 Future Vol, veh/h 34 4 27 5 1 40 8 495 2 13 186 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 50 68 42 25 50 50 58 50 65 57 64 Heavy Vehicles, % 0 0 0 0 0 0 12 1 0 0 1 0 Mvmt Flow 56 8 40 12 4 80 16 853 4 20 326 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1309 1270 340 1292 1282 856 354 0 0 858 0 0 Stage 1 380 380 - 888 888 - - - - - - - Stage 2 929 890 - 404 394 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.22 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.308 - - 2.2 - - Pot Cap-1 Maneuver 138 170 707 141 167 360 1151 - - 791 - - Stage 1 646 617 - 341 365 - - - - - - - Stage 2 324 364 - 627 609 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 102 163 707 124 160 360 1151 - - 790 - - Mov Cap-2 Maneuver 102 163 - 124 160 - - - - - - - Stage 1 637 602 - 336 360 - - - - - - - Stage 2 246 359 - 569 594 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 38.4 21.2 0.1 0.5 HCM LOS E C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1151 - - 102 231 124 340 790 - - HCM Lane V/C Ratio 0.014 - - 0.364 0.287 0.096 0.247 0.025 - - HCM Control Delay (s) 8.2 - - 59.3 26.7 37.1 19 9.7 - - HCM Lane LOS A - - F D E C A - - HCM 95th %tile Q(veh) 0 - - 1.5 1.1 0.3 1 0.1 - - 275 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/14/2023 AMEX - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Existing School Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 20 29 38 485 195 23 Future Vol, veh/h 20 29 38 485 195 23 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 58 57 95 Heavy Vehicles, % 0 0 0 1 1 0 Mvmt Flow 21 31 40 836 342 24 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1270 354 366 0 - 0 Stage 1 354 - - - - - Stage 2 916 - - - - - Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 187 694 1204 - - - Stage 1 715 - - - - - Stage 2 393 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 181 694 1204 - - - Mov Cap-2 Maneuver 181 - - - - - Stage 1 691 - - - - - Stage 2 393 - - - - - Approach EB NB SB HCM Control Delay, s 17.4 0.4 0 HCM LOS C Minor Lane/Major Mvmt NBL NBT EBLn1 EBLn2 SBT SBR Capacity (veh/h) 1204 - 181 694 - - HCM Lane V/C Ratio 0.033 - 0.116 0.044 - - HCM Control Delay (s) 8.1 - 27.5 10.4 - - HCM Lane LOS A - D B - - HCM 95th %tile Q(veh) 0.1 - 0.4 0.1 - - 276 Capacity Analysis Summary Sheets Year 2023 Base School Afternoon Peak Hour Conditions 277 HCM 6th TWSC 4: Waterford Boulevard & 127th Street 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 0.9 Movement EBT EBR WBL WBT NBL NBR Lane Configurations Traffic Vol, veh/h 559 12 44 697 9 37 Future Vol, veh/h 559 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 85 85 85 85 85 85 Heavy Vehicles, % 2 00103 Mvmt Flow 658 14 52 820 11 44 Major/Minor Major1 Major2 Minor1 Conflicting Flow All 0 0 672 0 1589 665 Stage 1 - - - - 665 - Stage 2 - - - - 924 - 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 - - 928 - 120 458 Stage 1 - - - - 515 - Stage 2 - - - - 390 - Platoon blocked, % - - - Mov Cap-1 Maneuver - - 928 - 113 458 Mov Cap-2 Maneuver - - - - 113 - Stage 1 - - - - 515 - Stage 2 - - - - 368 - Approach EB WB NB HCM Control Delay, s 0 0.5 18.9 HCM LOS C Minor Lane/Major Mvmt NBLn1NBLn2 EBT EBR WBL WBT Capacity (veh/h) 113 458 - - 928 - HCM Lane V/C Ratio 0.094 0.095 - - 0.056 - HCM Control Delay (s) 40.1 13.7 - - 9.1 - HCM Lane LOS E B - - A - HCM 95th %tile Q(veh) 0.3 0.3 - - 0.2 - 278 HCM 6th TWSC 5: 127th Street & Edwards Elmhurst Drive 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1.6 Movement EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Vol, veh/h 15 582 757 34 58 46 Future Vol, veh/h 15 582 757 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 - 1 - Grade, % - 0 0 - 0 - Peak Hour Factor 85 85 85 85 85 85 Heavy Vehicles, % 0 00000 Mvmt Flow 18 685 891 40 68 54 Major/Minor Major1 Major2 Minor2 Conflicting Flow All 931 0 - 0 1632 466 Stage 1 - - - - 911 - Stage 2 - - - - 721 - 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 743 - - - 103 549 Stage 1 - - - - 357 - Stage 2 - - - - 485 - Platoon blocked, % - - - Mov Cap-1 Maneuver 743 - - - 101 549 Mov Cap-2 Maneuver - - - - 229 - Stage 1 - - - - 348 - Stage 2 - - - - 485 - Approach EB WB SB HCM Control Delay, s 0.3 0 20.7 HCM LOS C Minor Lane/Major Mvmt EBL EBT WBT WBRSBLn1SBLn2 Capacity (veh/h) 743 - - - 229 549 HCM Lane V/C Ratio 0.024 - - - 0.298 0.099 HCM Control Delay (s) 10 - - - 27.3 12.3 HCM Lane LOS A - - - D B HCM 95th %tile Q(veh) 0.1 - - - 1.2 0.3 279 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 3 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 13 0 19 9 0 19 23 291 24 28 237 36 Future Vol, veh/h 13 0 19 9 0 19 23 291 24 28 237 36 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 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 85 85 85 85 85 85 85 85 85 85 85 85 Heavy Vehicles, % 0 00000010000 Mvmt Flow 15 0 22 11 0 22 27 342 28 33 279 42 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 787 790 300 787 797 356 321 0 0 370 0 0 Stage 1 366 366 - 410 410 ------- Stage 2 421 424 - 377 387 ------- Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 312 325 744 312 322 693 1250 - - 1200 - - Stage 1 657 626 - 623 599 ------- Stage 2 614 590 - 649 613 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 291 309 744 291 307 693 1250 - - 1200 - - Mov Cap-2 Maneuver 291 309 - 291 307 ------- Stage 1 643 609 - 609 586 ------- Stage 2 581 577 - 612 596 ------- Approach EB WB NB SB HCM Control Delay, s 13.3 12.8 0.5 0.8 HCM LOS B B Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1250 - - 291 577 291 693 1200 - - HCM Lane V/C Ratio 0.022 - - 0.035 0.048 0.036 0.032 0.027 - - HCM Control Delay (s) 7.9 - - 17.8 11.6 17.8 10.4 8.1 - - HCM Lane LOS A - - C B C B A - - HCM 95th %tile Q(veh) 0.1 - - 0.1 0.1 0.1 0.1 0.1 - - 280 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/13/2023 PMEX 23-030 - Plainfield 10:09 am 11/02/2021 Existing Evening Peak Synchro 11 Report ANB Page 4 Intersection Int Delay, s/veh 2.6 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 47 70 65 291 225 40 Future Vol, veh/h 47 70 65 291 225 40 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 00100 Mvmt Flow 49 74 68 306 237 42 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 700 258 279 0 - 0 Stage 1 258 ----- Stage 2 442 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 409 786 1295 - - - Stage 1 790 ----- Stage 2 652 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 387 786 1295 - - - Mov Cap-2 Maneuver 387 ----- Stage 1 748 ----- Stage 2 652 ----- Approach EB NB SB HCM Control Delay, s 12.3 1.4 0 HCM LOS B Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 1295 - 387 786 - - HCM Lane V/C Ratio 0.053 - 0.128 0.094 - - HCM Control Delay (s) 7.9 - 15.7 10.1 - - HCM Lane LOS A - C B - - HCM 95th %tile Q(veh) 0.2 - 0.4 0.3 - - 281 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 03/14/2023 PMEX - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Existing School Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 2 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 3 33 1 0 14 22 171 2 16 390 38 Future Vol, veh/h 15 3 33 1 0 14 22 171 2 16 390 38 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 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 63 75 83 25 25 88 69 82 50 36 46 41 Heavy Vehicles, % 0 060014420010 Mvmt Flow 24 4 40 4 0 16 32 209 4 44 848 93 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1266 1260 895 1280 1304 211 941 0 0 213 0 0 Stage 1 983 983 - 275 275 ------- Stage 2 283 277 - 1005 1029 ------- Critical Hdwy 7.1 6.5 6.26 7.1 6.5 6.34 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 ------- Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 ------- Follow-up Hdwy 3.5 4 3.354 3.5 4 3.426 2.236 - - 2.2 - - Pot Cap-1 Maneuver 147 172 334 144 162 800 720 - - 1369 - - Stage 1 302 329 - 736 686 ------- Stage 2 728 685 - 294 314 ------- Platoon blocked, % - - - - Mov Cap-1 Maneuver 136 159 334 117 150 800 720 - - 1369 - - Mov Cap-2 Maneuver 136 159 - 117 150 ------- Stage 1 289 318 - 704 656 ------- Stage 2 682 655 - 248 304 ------- Approach EB WB NB SB HCM Control Delay, s 25.6 15.1 1.3 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBREBLn1EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 720 - - 136 255 117 800 1369 - - HCM Lane V/C Ratio 0.044 - - 0.117 0.203 0.034 0.02 0.032 - - HCM Control Delay (s) 10.2 - - 34.9 22.7 36.9 9.6 7.7 - - HCM Lane LOS B - - D C E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.4 0.7 0.1 0.1 0.1 - - 282 HCM 6th TWSC 7: 248th Avenue & TCC Access 03/14/2023 PMEX - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Existing School Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 0.5 Movement EBL EBR NBL NBT SBT SBR Lane Configurations Traffic Vol, veh/h 8 13 12 187 416 8 Future Vol, veh/h 8 13 12 187 416 8 Conflicting Peds, #/hr 0 00000 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 150 0 110 - - - Veh in Median Storage, # 0 - - 0 0 - Grade, % 0 - - 0 0 - Peak Hour Factor 95 95 95 82 46 95 Heavy Vehicles, % 0 00100 Mvmt Flow 8 14 13 228 904 8 Major/Minor Minor2 Major1 Major2 Conflicting Flow All 1162 908 912 0 - 0 Stage 1 908 ----- Stage 2 254 ----- Critical Hdwy 6.4 6.2 4.1 - - - Critical Hdwy Stg 1 5.4 ----- Critical Hdwy Stg 2 5.4 ----- Follow-up Hdwy 3.5 3.3 2.2 - - - Pot Cap-1 Maneuver 218 336 755 - - - Stage 1 397 ----- Stage 2 793 ----- Platoon blocked, % - - - Mov Cap-1 Maneuver 214 336 755 - - - Mov Cap-2 Maneuver 214 ----- Stage 1 390 ----- Stage 2 793 ----- Approach EB NB SB HCM Control Delay, s 18.6 0.5 0 HCM LOS C Minor Lane/Major Mvmt NBL NBTEBLn1EBLn2 SBT SBR Capacity (veh/h) 755 - 214 336 - - HCM Lane V/C Ratio 0.017 - 0.039 0.041 - - HCM Control Delay (s) 9.8 - 22.5 16.2 - - HCM Lane LOS A - C C - - HCM 95th %tile Q(veh) 0.1 - 0.1 0.1 - - 283 Capacity Analysis Summary Sheets Year 2029 Total School Morning Peak Hour Conditions 284 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 319 353 174 257 155 108 Future Volume (vph) 319 353 174 257 155 108 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1787 1980 1923 1583 1805 1583 Flt Permitted 0.484 0.950 Satd. Flow (perm) 910 1980 1923 1583 1805 1583 Right Turn on Red Yes Yes Satd. Flow (RTOR) 467 183 Link Speed (mph) 40 45 45 Link Distance (ft) 912 770 610 Travel Time (s) 15.5 11.7 9.2 Confl. Peds. (#/hr) Confl. Bikes (#/hr) Peak Hour Factor 0.63 0.84 0.82 0.55 0.62 0.59 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 1% 1% 4% 2% 0% 2% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 506 420 212 467 250 183 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 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) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 5.0 5.0 5.0 5.0 5.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 51.5 49.9 22.0 22.0 17.0 17.0 Actuated g/C Ratio 0.67 0.64 0.28 0.28 0.22 0.22 285 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.58 0.33 0.39 0.60 0.63 0.37 Control Delay 9.5 7.5 26.2 6.0 36.7 7.0 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 9.5 7.5 26.2 6.0 36.7 7.0 LOS A A C A D A Approach Delay 8.6 12.3 24.2 Approach LOS A B C Queue Length 50th (ft) 93 76 85 0 113 0 Queue Length 95th (ft) 125 152 147 0 138 1 Internal Link Dist (ft) 832 690 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 930 1811 1142 1129 853 844 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.54 0.23 0.19 0.41 0.29 0.22 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 77.4 Natural Cycle: 50 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.63 Intersection Signal Delay: 13.1 Intersection LOS: B Intersection Capacity Utilization 50.4% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 286 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 05/24/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 5.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 34 4 27 5 1 40 8 542 2 13 206 18 Future Vol, veh/h 34 4 27 5 1 40 8 542 2 13 206 18 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 1 1 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 61 50 68 42 25 50 50 58 50 65 57 64 Heavy Vehicles, % 0 0 0 0 0 0 12 1 0 0 1 0 Mvmt Flow 56 8 40 12 4 80 16 934 4 20 361 28 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1425 1386 375 1408 1398 937 389 0 0 939 0 0 Stage 1 415 415 - 969 969 - - - - - - - Stage 2 1010 971 - 439 429 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.22 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.308 - - 2.2 - - Pot Cap-1 Maneuver 114 144 676 118 142 324 1117 - - 738 - - Stage 1 619 596 - 307 334 - - - - - - - Stage 2 292 334 - 601 587 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 81 138 676 103 136 324 1117 - - 737 - - Mov Cap-2 Maneuver 81 138 - 103 136 - - - - - - - Stage 1 610 580 - 302 329 - - - - - - - Stage 2 214 329 - 543 571 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 51 24.2 0.1 0.5 HCM LOS F C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1117 - - 81 192 103 304 737 - - HCM Lane V/C Ratio 0.014 - - 0.459 0.345 0.116 0.276 0.027 - - HCM Control Delay (s) 8.3 - - 82.6 33.3 44.5 21.3 10 - - HCM Lane LOS A - - F D E C B - - HCM 95th %tile Q(veh) 0 - - 1.9 1.4 0.4 1.1 0.1 - - 287 HCM 6th TWSC 7: 248th Avenue & TCC Access /South Site 05/24/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 1.5 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 20 0 29 13 0 0 38 534 4 0 221 23 Future Vol, veh/h 20 0 29 13 0 0 38 534 4 0 221 23 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - - - 0 110 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 58 95 95 57 95 Heavy Vehicles, % 0 0 0 0 0 0 0 1 0 0 1 0 Mvmt Flow 21 0 31 14 0 0 40 921 4 0 388 24 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1403 1405 400 1419 1415 923 412 0 0 925 0 0 Stage 1 400 400 - 1003 1003 - - - - - - - Stage 2 1003 1005 - 416 412 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 118 141 654 115 139 330 1158 - - 747 - - Stage 1 630 605 - 294 322 - - - - - - - Stage 2 294 322 - 618 598 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 115 136 654 107 134 330 1158 - - 747 - - Mov Cap-2 Maneuver 115 136 - 107 134 - - - - - - - Stage 1 608 605 - 284 311 - - - - - - - Stage 2 284 311 - 589 598 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 24 43.5 0.3 0 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 1158 - - 115 654 107 - 747 - - HCM Lane V/C Ratio 0.035 - - 0.183 0.047 0.128 - - - - HCM Control Delay (s) 8.2 - - 43.2 10.8 43.5 0 0 - - HCM Lane LOS A - - E B E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.6 0.1 0.4 - 0 - - 288 HCM 6th TWSC 8: 248th Avenue & North Site 05/24/2023 AMPR - Sch 23-030 - Plainfield 3:41 pm 10/20/2021 Projected School Morning Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 6 0 552 2 0 238 Future Vol, veh/h 6 0 552 2 0 238 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 185 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 1 0 0 1 Mvmt Flow 6 0 581 2 0 251 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 833 582 0 0 583 0 Stage 1 582 - - - - - Stage 2 251 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 341 517 - - 1001 - Stage 1 563 - - - - - Stage 2 795 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 341 517 - - 1001 - Mov Cap-2 Maneuver 341 - - - - - Stage 1 563 - - - - - Stage 2 795 - - - - - Approach WB NB SB HCM Control Delay, s 15.8 0 0 HCM LOS C Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 341 1001 - HCM Lane V/C Ratio - - 0.019 - - HCM Control Delay (s) - - 15.8 0 - HCM Lane LOS - - C A - HCM 95th %tile Q(veh) - - 0.1 0 - 289 Capacity Analysis Summary Sheets Year 2029 Total School Afternoon Peak Hour Conditions 290 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 1 Lane Group EBL EBT WBT WBR SBL SBR Lane Configurations Traffic Volume (vph) 94 298 305 149 243 247 Future Volume (vph) 94 298 305 149 243 247 Ideal Flow (vphpl) 1900 2000 2000 1900 1900 1900 Lane Width (ft) 12 12 12 12 12 12 Grade (%) 0% 0% 0% Storage Length (ft) 90 205 200 0 Storage Lanes 1 0 1 1 Taper Length (ft) 100 195 Lane Util. Factor 1.00 1.00 1.00 1.00 1.00 1.00 Ped Bike Factor 1.00 0.98 0.98 Frt 0.850 0.850 Flt Protected 0.950 0.950 Satd. Flow (prot) 1736 1923 1961 1599 1787 1599 Flt Permitted 0.363 0.950 Satd. Flow (perm) 663 1923 1961 1564 1787 1562 Right Turn on Red Yes Yes Satd. Flow (RTOR) 171 542 Link Speed (mph) 40 45 45 Link Distance (ft) 912 770 610 Travel Time (s) 15.5 11.7 9.2 Confl. Peds. (#/hr) 2 2 2 Confl. Bikes (#/hr) Peak Hour Factor 0.73 0.70 0.87 0.87 0.62 0.41 Growth Factor 100% 100% 100% 100% 100% 100% Heavy Vehicles (%) 4% 4% 2% 1% 1% 1% Bus Blockages (#/hr) 0 0 0 0 0 0 Parking (#/hr) Mid-Block Traffic (%) 0% 0% 0% Shared Lane Traffic (%) Lane Group Flow (vph) 129 426 351 171 392 602 Turn Type pm+pt NA NA Perm Prot Perm Protected Phases 5 2 6 4 Permitted Phases 2 6 4 Detector Phase 5 2 6 6 4 4 Switch Phase Minimum Initial (s) 3.0 15.0 15.0 15.0 8.0 8.0 Minimum Split (s) 6.5 21.0 21.0 21.0 14.0 14.0 Total Split (s) 18.0 78.0 60.0 60.0 42.0 42.0 Total Split (%) 15.0% 65.0% 50.0% 50.0% 35.0% 35.0% Yellow Time (s) 3.5 4.5 4.5 4.5 4.5 4.5 All-Red Time (s) 0.0 1.5 1.5 1.5 1.5 1.5 Lost Time Adjust (s) 0.0 0.0 0.0 0.0 0.0 0.0 Total Lost Time (s) 3.5 6.0 6.0 6.0 6.0 6.0 Lead/Lag Lead Lag Lag Lead-Lag Optimize? Yes Yes Yes Recall Mode None None None None None None Act Effct Green (s) 41.2 38.6 24.7 24.7 24.5 24.5 Actuated g/C Ratio 0.54 0.51 0.33 0.33 0.32 0.32 291 Lanes, Volumes, Timings 2: 127th Street & 248th Avenue 05/24/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 2 Lane Group EBL EBT WBT WBR SBL SBR v/c Ratio 0.26 0.44 0.55 0.27 0.68 0.69 Control Delay 11.0 14.1 25.9 5.0 30.1 8.2 Queue Delay 0.0 0.0 0.0 0.0 0.0 0.0 Total Delay 11.0 14.1 25.9 5.0 30.1 8.2 LOS B B C A C A Approach Delay 13.3 19.1 16.9 Approach LOS B B B Queue Length 50th (ft) 27 116 131 0 155 19 Queue Length 95th (ft) 53 166 253 39 189 0 Internal Link Dist (ft) 832 690 530 Turn Bay Length (ft) 90 205 200 Base Capacity (vph) 577 1733 1460 1208 896 1053 Starvation Cap Reductn 0 0 0 0 0 0 Spillback Cap Reductn 0 0 0 0 0 0 Storage Cap Reductn 0 0 0 0 0 0 Reduced v/c Ratio 0.22 0.25 0.24 0.14 0.44 0.57 Intersection Summary Area Type: Other Cycle Length: 120 Actuated Cycle Length: 75.7 Natural Cycle: 55 Control Type: Actuated-Uncoordinated Maximum v/c Ratio: 0.69 Intersection Signal Delay: 16.5 Intersection LOS: B Intersection Capacity Utilization 47.3% ICU Level of Service A Analysis Period (min) 15 Splits and Phases: 2: 127th Street & 248th Avenue 292 HCM 6th TWSC 6: 248th Avenue & Prairie Grove Drive 05/24/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 1 Intersection Int Delay, s/veh 2.1 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 15 3 33 1 0 14 22 188 2 16 428 38 Future Vol, veh/h 15 3 33 1 0 14 22 188 2 16 428 38 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 0 - - 0 - - 125 - - 110 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 63 75 83 25 25 88 69 82 50 36 46 41 Heavy Vehicles, % 0 0 6 0 0 14 4 2 0 0 1 0 Mvmt Flow 24 4 40 4 0 16 32 229 4 44 930 93 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1368 1362 977 1382 1406 231 1023 0 0 233 0 0 Stage 1 1065 1065 - 295 295 - - - - - - - Stage 2 303 297 - 1087 1111 - - - - - - - Critical Hdwy 7.1 6.5 6.26 7.1 6.5 6.34 4.14 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.354 3.5 4 3.426 2.236 - - 2.2 - - Pot Cap-1 Maneuver 125 149 299 122 140 779 671 - - 1346 - - Stage 1 272 302 - 718 673 - - - - - - - Stage 2 711 671 - 264 287 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 115 137 299 97 129 779 671 - - 1346 - - Mov Cap-2 Maneuver 115 137 - 97 129 - - - - - - - Stage 1 259 292 - 684 641 - - - - - - - Stage 2 663 639 - 218 278 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 29.4 16.5 1.3 0.3 HCM LOS D C Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 671 - - 115 224 97 779 1346 - - HCM Lane V/C Ratio 0.048 - - 0.138 0.231 0.041 0.02 0.033 - - HCM Control Delay (s) 10.6 - - 41.3 25.8 43.7 9.7 7.8 - - HCM Lane LOS B - - E D E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.5 0.9 0.1 0.1 0.1 - - 293 HCM 6th TWSC 7: 248th Avenue & TCC Access /South Site 05/24/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 2 Intersection Int Delay, s/veh 0.9 Movement EBL EBT EBR WBL WBT WBR NBL NBT NBR SBL SBT SBR Lane Configurations Traffic Vol, veh/h 8 0 13 16 0 0 12 212 19 0 461 8 Future Vol, veh/h 8 0 13 16 0 0 12 212 19 0 461 8 Conflicting Peds, #/hr 0 0 0 0 0 0 0 0 0 0 0 0 Sign Control Stop Stop Stop Stop Stop Stop Free Free Free Free Free Free RT Channelized - - None - - None - - None - - None Storage Length 150 - - - - 0 110 - - 0 - - Veh in Median Storage, # - 0 - - 0 - - 0 - - 0 - Grade, % - 0 - - 0 - - 0 - - 0 - Peak Hour Factor 95 95 95 95 95 95 95 82 95 95 46 95 Heavy Vehicles, % 0 0 0 0 0 0 0 2 0 0 1 0 Mvmt Flow 8 0 14 17 0 0 13 259 20 0 1002 8 Major/Minor Minor2 Minor1 Major1 Major2 Conflicting Flow All 1301 1311 1006 1308 1305 269 1010 0 0 279 0 0 Stage 1 1006 1006 - 295 295 - - - - - - - Stage 2 295 305 - 1013 1010 - - - - - - - Critical Hdwy 7.1 6.5 6.2 7.1 6.5 6.2 4.1 - - 4.1 - - Critical Hdwy Stg 1 6.1 5.5 - 6.1 5.5 - - - - - - - Critical Hdwy Stg 2 6.1 5.5 - 6.1 5.5 - - - - - - - Follow-up Hdwy 3.5 4 3.3 3.5 4 3.3 2.2 - - 2.2 - - Pot Cap-1 Maneuver 139 160 295 138 162 775 694 - - 1295 - - Stage 1 293 321 - 718 673 - - - - - - - Stage 2 718 666 - 291 320 - - - - - - - Platoon blocked, % - - - - Mov Cap-1 Maneuver 137 157 295 130 159 775 694 - - 1295 - - Mov Cap-2 Maneuver 137 157 - 130 159 - - - - - - - Stage 1 287 321 - 704 660 - - - - - - - Stage 2 705 653 - 278 320 - - - - - - - Approach EB WB NB SB HCM Control Delay, s 23.6 36.8 0.4 0 HCM LOS C E Minor Lane/Major Mvmt NBL NBT NBR EBLn1 EBLn2WBLn1WBLn2 SBL SBT SBR Capacity (veh/h) 694 - - 137 295 130 - 1295 - - HCM Lane V/C Ratio 0.018 - - 0.061 0.046 0.13 - - - - HCM Control Delay (s) 10.3 - - 33 17.8 36.8 0 0 - - HCM Lane LOS B - - D C E A A - - HCM 95th %tile Q(veh) 0.1 - - 0.2 0.1 0.4 - 0 - - 294 HCM 6th TWSC 8: 248th Avenue & North Site 05/24/2023 PMPR - Sch 23-030 - Plainfield 10:09 am 11/02/2021 Projected School Evening Peak Synchro 11 Report ANB Page 3 Intersection Int Delay, s/veh 0.1 Movement WBL WBR NBT NBR SBL SBT Lane Configurations Traffic Vol, veh/h 7 0 212 8 0 462 Future Vol, veh/h 7 0 212 8 0 462 Conflicting Peds, #/hr 0 0 0 0 0 0 Sign Control Stop Stop Free Free Free Free RT Channelized - None - None - None Storage Length 0 - - - 185 - Veh in Median Storage, # 0 - 0 - - 0 Grade, % 0 - 0 - - 0 Peak Hour Factor 95 95 95 95 95 95 Heavy Vehicles, % 0 0 2 0 0 1 Mvmt Flow 7 0 223 8 0 486 Major/Minor Minor1 Major1 Major2 Conflicting Flow All 713 227 0 0 231 0 Stage 1 227 - - - - - Stage 2 486 - - - - - Critical Hdwy 6.4 6.2 - - 4.1 - Critical Hdwy Stg 1 5.4 - - - - - Critical Hdwy Stg 2 5.4 - - - - - Follow-up Hdwy 3.5 3.3 - - 2.2 - Pot Cap-1 Maneuver 401 817 - - 1349 - Stage 1 815 - - - - - Stage 2 623 - - - - - Platoon blocked, % - - - Mov Cap-1 Maneuver 401 817 - - 1349 - Mov Cap-2 Maneuver 401 - - - - - Stage 1 815 - - - - - Stage 2 623 - - - - - Approach WB NB SB HCM Control Delay, s 14.1 0 0 HCM LOS B Minor Lane/Major Mvmt NBT NBRWBLn1 SBL SBT Capacity (veh/h) - - 401 1349 - HCM Lane V/C Ratio - - 0.018 - - HCM Control Delay (s) - - 14.1 0 - HCM Lane LOS - - B A - HCM 95th %tile Q(veh) - - 0.1 0 - 295 Turn Lane Warrants 296 248th Avenue with the North Site Access Drive Right Turn Lane Guidelines AM Peak Hour: (266, 4) PM Peak Hour: (380, 8) 297 248th Avenue with the South Site Access Drive Right Turn Lane Guidelines AM Peak Hour: (231, 9) PM Peak Hour: (349, 18) 298 MEMORANDUM To: Scott Threewitt, Public Works Director From: Arlan Schattke, Lead Engineer Date: June 29, 2023 Re: Old Town Phase II Utility Improvements Project Background Findings The item under consideration by the Village Board pertains to the Old Town Phase II Utility Improvements Project. The project consists of the replacement of approximately 5,500 lineal feet of water main installed via open cut and jack and bore method, lead water service replacements, fire hydrants, valves, and line stops. The proposed construction also includes construction or removal and replacement of seven sanitary sewer manholes and the installation of approximately 4,100 lineal feet of storm sewer, including catch basins, storm manholes, and inlets. This work is similar in scope to the utility improvements completed in the Old Town area in 2022/2023. The Engineers Estimate for this work is $4,775,909.00. On June 2, 2023, the Village received four (4) bids for the project. A letter of recommendation from the Design Engineer Consultant, Baxter & Woodman, and detailed bid tabulation for all bidders is attached. Policy Considerations The item supports the Village’s ongoing assessment, maintenance, and improvement of the Village’s infrastructure assets. According to Section 2-76 (d) (5) 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 The project has been approved for an IEPA loan for lead service replacements in the amount of $437,521.35. The full principal loan amount will be forgiven (grant). The Village was also awarded an American Rescue Plan Act (ARPA) Grant from Will County in the amount of $500,000.00 for this project. Approximately $3,625,000.00 of the Village’s local ARPA funds will be utilized for this project, 02-0102.006. Funding for the remaining construction cost is committed in this year’s budget to complete the improvements. A line item for Old Town Improvements is included in the 2023-2024 fiscal year budget within the Water and Sewer Fund, 02-12-91-8133.008. FUNDING SOURCE AMOUNT IEPA Lead Service Loan (Grant) $437,521.35 Will County ARPA Grant $500,000.00 Village of Plainfield ARPA Funds* $3,625,000.00 Water/Sewer Fund $914,801.72 $5,477,323.07 *The amount of local ARPA funds will be adjusted to ensure the full amount provided to the Village is utilized. Recommendation Staff and the Engineering Design Consultant have reviewed and verified the bids and recommends award of the project to the low qualified bidder, P.T. Ferro Construction Co. P.T. Ferro Construction Co. has met the bid proposal requirements. PT Ferro has completed previous projects in the Village and their work was of good quality. It is our recommendation that the Village Board authorize the Village President to award the Old Town Phase II Utility Improvements contract to P.T. Ferro Construction Co., the lowest responsible bidder, in an amount not to exceed $5,477,323.07 plus a 3% contingency. 299 June 6, 2023 President and Board of Trustees Village of Plainfield 24401 W. Lockport Street Plainfield, Illinois 60544 Attn: Scott Threewitt, P.E., Director of Public Works Subject: Village of Plainfield – Old Town Phase 2 Utility Improvements – IEPA Loan No. L17-6148 Dear President and Trustees: The following bids were received for the Project on June 2, 2023, at 10:00AM: Bidders Amount of Bid P.T. Ferro Construction Co. Joliet, IL $5,477,323.07 D. Construction, Inc. Coal City, IL $5,569,373.60 Austin Tyler Construction, Inc. Elwood, IL $5,882,197.46 Swallow Construction West Chicago, IL $6,798,116.50 Our pre-bid opinion of probable construction cost for the Project was $4,775,909.00. We have investigated the cause of the increased bid prices observed and have determined three main reasons for the increased bid prices. After discussion with P.T. Ferro Construction Co., the apparent low bidder, it appears that overall Contractor availability and current workload is a large factor to the increased bid prices received. Overtime is anticipated to meet the project schedule in conjunction with existing workloads. Bid prices for ductile iron water main pipe and items involving concrete (water valve vaults, RCP storm sewer, storm structures) contributed to increased bid prices due to current material price inflation for ductile iron and concrete. Finally, much of our pre-bid estimate was based on bid prices received on the Old Town Phase 1 Utility Improvement project. Upon closer evaluation of the bids received for this project, the average bids for the Phase 1 project were approximately 13% lower than the bids received for the Phase 2 project. This difference in bid prices can be attributed to overall inflation and caused many of our estimated unit prices for the Old Town Phase 2 Utility Improvement project to be lower than the unit prices received in the bids. 300 President and Board of Trustees June 6, 2023 Village of Plainfield 191160.42 Page 2 We have analyzed each of the bids and find P.T. Ferro Construction Co. to be the lowest responsible and responsive Bidder. Based on our prior experience with this bidder, we believe that P.T. Ferro Construction Co. is qualified to complete the project. We recommend award of the contract to P.T. Ferro Construction Co. in the amount of $5,477,323.07. A copy of our Bid Tabulation is enclosed for your records. Please advise us of your decision. Sincerely, BAXTER & WOODMAN, INC. CONSULTING ENGINEERS Derek J. Wold, PE, BCEE Executive Vice-President Water Group Enclosure C: Randy Jessen, Village of Plainfield – w/encl. I:\Crystal Lake\PFLDV\191160-East of 59 Marybrook\42-Old Town WM Phase 2\12-Bidding\Letter of Recommendation\Old Town Phase 2_Letter of Recommendation.docx 301 Item Unit Quantity Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price PRECONSTRUCTION VIDEO RECORDING LSUM 1 $10,000.00 $10,000.00 $250.00 $250.00 $10,000.00 $10,000.00 $75,000.00 $75,000.00 $9,500.00 $9,500.00 CONSTRUCTION LAYOUT LSUM 1 $20,000.00 $20,000.00 $50,000.00 $50,000.00 $50,000.00 $50,000.00 $200,000.00 $200,000.00 $75,000.00 $75,000.00 TRAFFIC CONTROL AND PROTECTION (SPECIAL)LSUM 1 $75,000.00 $75,000.00 $278,150.00 $278,150.00 $100,000.00 $100,000.00 $270,000.00 $270,000.00 $275,000.00 $275,000.00 GRANULAR TRENCH BACKFILL CUYD 9,826 $40.00 $393,040.00 $0.01 $98.26 $50.00 $491,300.00 $0.01 $98.26 $55.00 $540,430.00 TEMPORARY AGGREGATE TON 820 $15.00 $12,300.00 $0.01 $8.20 $35.00 $28,700.00 $0.01 $8.20 $30.00 $24,600.00 WATER MAIN (OPEN CUT), 6-INCH FOOT 279 $130.00 $36,270.00 $175.00 $48,825.00 $175.00 $48,825.00 $140.00 $39,060.00 $135.00 $37,665.00 WATER MAIN (OPEN CUT), 8-INCH FOOT 4,877 $145.00 $707,165.00 $185.00 $902,245.00 $149.00 $726,673.00 $160.00 $780,320.00 $152.25 $742,523.25 WATER MAIN (OPEN CUT), 12-INCH FOOT 8 $225.00 $1,800.00 $1,300.00 $10,400.00 $600.00 $4,800.00 $380.00 $3,040.00 $3,075.00 $24,600.00 WATER MAIN (DIRECTIONALLY DRILLED), 8-INCH I.D.FOOT 111 $250.00 $27,750.00 $560.00 $62,160.00 $281.00 $31,191.00 $475.00 $52,725.00 $400.00 $44,400.00 WATER MAIN (IN JACKED CASING), 8-INCH IN 36-INCH CASING FOOT 245 $650.00 $159,250.00 $1,265.00 $309,925.00 $1,031.00 $252,595.00 $2,725.00 $667,625.00 $2,455.00 $601,475.00 TREE TUNNELING (WATER MAIN), 8-INCH FOOT 150 $250.00 $37,500.00 $200.00 $30,000.00 $247.00 $37,050.00 $300.00 $45,000.00 $235.00 $35,250.00 MISCELLANEOUS FITTINGS POUND 5,500 $5.00 $27,500.00 $0.01 $55.00 $12.00 $66,000.00 $0.01 $55.00 $1.00 $5,500.00 CONNECT TO WATER MAIN (NON-PRESSURE), 6-INCH EACH 2 $5,500.00 $11,000.00 $2,670.00 $5,340.00 $2,000.00 $4,000.00 $5,250.00 $10,500.00 $5,300.00 $10,600.00 CONNECT TO WATER MAIN (NON-PRESSURE), 8-INCH EACH 2 $6,500.00 $13,000.00 $2,870.00 $5,740.00 $3,000.00 $6,000.00 $6,000.00 $12,000.00 $5,500.00 $11,000.00 CONNECT TO WATER MAIN (PRESSURE), 12-INCH X 8-INCH EACH 2 $10,000.00 $20,000.00 $9,545.00 $19,090.00 $12,000.00 $24,000.00 $14,250.00 $28,500.00 $15,000.00 $30,000.00 GATE VALVE, 6-INCH EACH 3 $2,000.00 $6,000.00 $2,470.00 $7,410.00 $3,500.00 $10,500.00 $2,300.00 $6,900.00 $3,000.00 $9,000.00 GATE VALVE, 8-INCH EACH 10 $2,500.00 $25,000.00 $3,230.00 $32,300.00 $4,500.00 $45,000.00 $3,300.00 $33,000.00 $4,000.00 $40,000.00 VALVE VAULT, 4-FOOT DIAMETER EACH 13 $2,500.00 $32,500.00 $3,050.00 $39,650.00 $3,810.00 $49,530.00 $3,000.00 $39,000.00 $2,500.00 $32,500.00 VALVE VAULT, 5-FOOT DIAMETER EACH 2 $3,000.00 $6,000.00 $4,370.00 $8,740.00 $4,415.00 $8,830.00 $4,000.00 $8,000.00 $3,500.00 $7,000.00 VALVE VAULT (ADDITIONAL DEPTH), 4-FOOT DIAMETER VFT 3 $500.00 $1,500.00 $500.00 $1,500.00 $952.00 $2,856.00 $110.00 $330.00 $250.00 $750.00 VALVE VAULT (ADDITIONAL DEPTH), 5-FOOT DIAMETER VFT 3 $600.00 $1,800.00 $500.00 $1,500.00 $1,104.00 $3,312.00 $180.00 $540.00 $350.00 $1,050.00 FIRE HYDRANT EACH 17 $8,500.00 $144,500.00 $9,400.00 $159,800.00 $9,685.00 $164,645.00 $10,000.00 $170,000.00 $11,500.00 $195,500.00 FIRE HYDRANT BARREL EXTENSION VFT 3 $1,000.00 $3,000.00 $1,900.00 $5,700.00 $400.00 $1,200.00 $950.00 $2,850.00 $1,625.00 $4,875.00 LINE STOP, 4-INCH EACH 1 $5,000.00 $5,000.00 $8,600.00 $8,600.00 $9,560.00 $9,560.00 $6,000.00 $6,000.00 $7,000.00 $7,000.00 LINE STOP, 6-INCH EACH 1 $6,000.00 $6,000.00 $8,900.00 $8,900.00 $10,250.00 $10,250.00 $6,500.00 $6,500.00 $7,400.00 $7,400.00 LINE STOP, 8-INCH EACH 1 $7,000.00 $7,000.00 $9,300.00 $9,300.00 $10,850.00 $10,850.00 $7,000.00 $7,000.00 $7,500.00 $7,500.00 LINE STOP, 12-INCH EACH 1 $9,500.00 $9,500.00 $13,300.00 $13,300.00 $13,250.00 $13,250.00 $10,000.00 $10,000.00 $9,000.00 $9,000.00 ABANDONMENT OF EXISTING WATER MAINS AND APPURTENANCES LSUM 1 $30,000.00 $30,000.00 $30,000.00 $30,000.00 $25,000.00 $25,000.00 $50,000.00 $50,000.00 $6,500.00 $6,500.00 WATER SERVICE PROJECT MANAGEMENT HOUR 12 $150.00 $1,800.00 $100.00 $1,200.00 $300.00 $3,600.00 $100.00 $1,200.00 $300.00 $3,600.00 WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 1.25-INCH EACH 49 $2,500.00 $122,500.00 $3,120.00 $152,880.00 $3,000.00 $147,000.00 $4,400.00 $215,600.00 $3,485.00 $170,765.00 WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 1.5-INCH EACH 1 $3,300.00 $3,300.00 $3,000.00 $3,000.00 $3,500.00 $3,500.00 $4,600.00 $4,600.00 $3,595.00 $3,595.00 WATER SERVICE CONNECTION TO WATER MAIN AND CURB STOP, 2-INCH EACH 1 $7,000.00 $7,000.00 $3,500.00 $3,500.00 $4,000.00 $4,000.00 $6,400.00 $6,400.00 $4,039.00 $4,039.00 WATER SERVICE LINE TYPE K - OPEN CUT, 1.25-INCH FOOT 387 $45.00 $17,415.00 $95.00 $36,765.00 $50.00 $19,350.00 $64.00 $24,768.00 $40.75 $15,770.25 WATER SERVICE LINE TYPE K - OPEN CUT, 1.5-INCH FOOT 25 $50.00 $1,250.00 $120.00 $3,000.00 $65.00 $1,625.00 $67.00 $1,675.00 $43.75 $1,093.75 WATER SERVICE LINE TYPE K - OPEN CUT, 2-INCH FOOT 25 $60.00 $1,500.00 $130.00 $3,250.00 $85.00 $2,125.00 $76.00 $1,900.00 $51.25 $1,281.25 WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 1.25-INCH FOOT 2,337 $35.00 $81,795.00 $35.00 $81,795.00 $55.00 $128,535.00 $33.00 $77,121.00 $41.50 $96,985.50 WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 1.5-INCH FOOT 30 $40.00 $1,200.00 $60.00 $1,800.00 $70.00 $2,100.00 $36.00 $1,080.00 $45.75 $1,372.50 WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING, 2-INCH FOOT 30 $50.00 $1,500.00 $70.00 $2,100.00 $85.00 $2,550.00 $44.00 $1,320.00 $53.00 $1,590.00 WATER SERVICE CASING PIPE FOOT 200 $15.00 $3,000.00 $120.00 $24,000.00 $60.00 $12,000.00 $50.00 $10,000.00 $100.00 $20,000.00 WATER SERVICE CONNECTION ON PRIVATE PROPERTY - INTERIOR EACH 4 $3,500.00 $14,000.00 $600.00 $2,400.00 $3,500.00 $14,000.00 $3,500.00 $14,000.00 $4,575.00 $18,300.00 LANDSCAPING PROJECT MANAGEMENT HOUR 8 $150.00 $1,200.00 $200.00 $1,600.00 $220.00 $1,760.00 $75.00 $600.00 $145.00 $1,160.00 LANDSCAPING RESTORATION ALLOWANCE Ea 4 $450.00 $1,800.00 $450.00 $1,800.00 $450.00 $1,800.00 $450.00 $1,800.00 $450.00 $1,800.00 SANITARY SEWER (OPEN CUT), 8-INCH PVC, 0'-8' DEEP FOOT 251 $125.00 $31,375.00 $150.00 $37,650.00 $141.00 $35,391.00 $90.00 $22,590.00 $125.00 $31,375.00 SANITARY SEWER MANHOLE, TYPE A, 4-FOOT DIA., 0'-8' DEEP EACH 2 $10,000.00 $20,000.00 $7,000.00 $14,000.00 $8,500.00 $17,000.00 $4,700.00 $9,400.00 $8,500.00 $17,000.00 SANITARY SEWER MANHOLE REMOVAL AND REPLACEMENT, TYPE A, 4-FOOT DIA., 0'-8' DEEPEACH 4 $13,000.00 $52,000.00 $14,000.00 $56,000.00 $17,000.00 $68,000.00 $9,300.00 $37,200.00 $9,500.00 $38,000.00 SANITARY SEWER MANHOLE REMOVAL AND REPLACEMENT, TYPE A, 4-FOOT DIA., 8'-12' DEEPEACH3 $15,000.00 $45,000.00 $15,500.00 $46,500.00 $20,000.00 $60,000.00 $13,000.00 $39,000.00 $13,000.00 $39,000.00 SANITARY SEWER MANHOLE BUILT OVER EXISTING SEWER, TYPE A, 4-FOOT DIA., 8'-12' DEEPEACH 1 $16,000.00 $16,000.00 $14,500.00 $14,500.00 $17,000.00 $17,000.00 $11,500.00 $11,500.00 $13,000.00 $13,000.00 SANITARY SERVICE LINES, 6-INCH FOOT 279 $200.00 $55,800.00 $225.00 $62,775.00 $104.00 $29,016.00 $80.00 $22,320.00 $95.00 $26,505.00 TELEVISING OF NEW SANITARY SEWER FOR FINAL INSPECTION FOOT 530 $4.00 $2,120.00 $5.00 $2,650.00 $22.00 $11,660.00 $4.00 $2,120.00 $7.50 $3,975.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 12"FOOT 724 $65.00 $47,060.00 $85.00 $61,540.00 $93.00 $67,332.00 $76.00 $55,024.00 $160.00 $115,840.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 15"FOOT 158 $70.00 $11,060.00 $98.00 $15,484.00 $98.00 $15,484.00 $72.00 $11,376.00 $125.00 $19,750.00 5 6 7 8 9 10 Village of Plainfield, Illinois Old Town Phase 2 Utility Improvements (QuestCDN #8494761) Bid Date/Time: June 2, 2023 at 10:00 AM Engineer's Job No. 191160.42 1 No. 2 3 4 Engineer's Estimate P.T. Ferro Construction Co.D. Construction, Inc.Austin Tyler Const. Inc.Swallow Construction PART A - UTILITY IMPROVEMENTS 17 18 19 20 21 22 11 12 13 14 15 16 29 30 31 32 33 34 23 24 25 26 27 28 41 42 43 44 45 46 35 36 37 38 39 40 47 48 49 50 51 302 Village of Plainfield, Illinois Old Town Phase 2 Utility Improvements (QuestCDN #8494761) Bid Date/Time: June 2, 2023 at 10:00 AM Engineer's Job No. 191160.42 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 1 24"FOOT 39 $115.00 $4,485.00 $152.00 $5,928.00 $127.00 $4,953.00 $178.00 $6,942.00 $185.00 $7,215.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 12"FOOT 1,058 $70.00 $74,060.00 $117.00 $123,786.00 $98.00 $103,684.00 $72.00 $76,176.00 $150.00 $158,700.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 15"FOOT 254 $80.00 $20,320.00 $125.00 $31,750.00 $101.00 $25,654.00 $73.00 $18,542.00 $105.00 $26,670.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 24"FOOT 44 $125.00 $5,500.00 $173.00 $7,612.00 $132.00 $5,808.00 $126.00 $5,544.00 $200.00 $8,800.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 30"FOOT 180 $140.00 $25,200.00 $240.00 $43,200.00 $152.00 $27,360.00 $166.00 $29,880.00 $250.00 $45,000.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 36"FOOT 445 $150.00 $66,750.00 $340.00 $151,300.00 $171.00 $76,095.00 $215.00 $95,675.00 $275.00 $122,375.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 EQUIVALENT ROUND-SIZE 30"FOOT 799 $150.00 $119,850.00 $325.00 $259,675.00 $203.00 $162,197.00 $225.00 $179,775.00 $300.00 $239,700.00 STORM SEWERS, RUBBER GASKET, CLASS A, TYPE 2 EQUIVALENT ROUND-SIZE 36"FOOT 376 $180.00 $67,680.00 $430.00 $161,680.00 $231.00 $86,856.00 $240.00 $90,240.00 $350.00 $131,600.00 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, OPEN LID EACH 13 $3,500.00 $45,500.00 $3,115.00 $40,495.00 $3,800.00 $49,400.00 $2,900.00 $37,700.00 $8,500.00 $110,500.00 CATCH BASINS, TYPE A, 4'-DIAMETER, TYPE 11 FRAME AND GRATE EACH 8 $3,500.00 $28,000.00 $3,330.00 $26,640.00 $3,800.00 $30,400.00 $3,000.00 $24,000.00 $8,500.00 $68,000.00 CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, OPEN LID EACH 3 $4,000.00 $12,000.00 $6,215.00 $18,645.00 $5,500.00 $16,500.00 $4,800.00 $14,400.00 $10,000.00 $30,000.00 CATCH BASINS, TYPE A, 5'-DIAMETER, TYPE 8 GRATE EACH 1 $4,000.00 $4,000.00 $5,505.00 $5,505.00 $5,500.00 $5,500.00 $5,200.00 $5,200.00 $10,000.00 $10,000.00 CATCH BASINS, TYPE C, TYPE 1 FRAME, OPEN LID EACH 29 $2,000.00 $58,000.00 $1,810.00 $52,490.00 $3,065.00 $88,885.00 $1,800.00 $52,200.00 $4,400.00 $127,600.00 CATCH BASINS, TYPE C, TYPE 8 FRAME EACH 1 $2,000.00 $2,000.00 $1,830.00 $1,830.00 $3,065.00 $3,065.00 $1,800.00 $1,800.00 $4,300.00 $4,300.00 CATCH BASINS, TYPE C, TYPE 11 FRAME AND GRATE EACH 10 $2,000.00 $20,000.00 $2,020.00 $20,200.00 $3,065.00 $30,650.00 $1,950.00 $19,500.00 $4,500.00 $45,000.00 STORM MANHOLES, TYPE A, 4'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 14 $3,500.00 $49,000.00 $3,225.00 $45,150.00 $4,000.00 $56,000.00 $3,600.00 $50,400.00 $8,500.00 $119,000.00 STORM MANHOLES, TYPE A, 5'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 4 $4,000.00 $16,000.00 $4,680.00 $18,720.00 $5,000.00 $20,000.00 $4,000.00 $16,000.00 $10,000.00 $40,000.00 STORM MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, OPEN LID EACH 1 $6,000.00 $6,000.00 $8,690.00 $8,690.00 $7,760.00 $7,760.00 $9,600.00 $9,600.00 $12,000.00 $12,000.00 STORM MANHOLES, TYPE A, 6'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 3 $6,000.00 $18,000.00 $8,110.00 $24,330.00 $8,770.00 $26,310.00 $9,600.00 $28,800.00 $12,000.00 $36,000.00 STORM MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, OPEN LID EACH 1 $10,000.00 $10,000.00 $12,420.00 $12,420.00 $12,400.00 $12,400.00 $14,000.00 $14,000.00 $18,000.00 $18,000.00 STORM MANHOLES, TYPE A, 7'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 10 $10,000.00 $100,000.00 $12,100.00 $121,000.00 $12,400.00 $124,000.00 $14,000.00 $140,000.00 $18,000.00 $180,000.00 STORM MANHOLES, TYPE A, 8'-DIAMETER, TYPE 1 FRAME, CLOSED LID EACH 1 $13,000.00 $13,000.00 $13,025.00 $13,025.00 $14,600.00 $14,600.00 $15,000.00 $15,000.00 $24,000.00 $24,000.00 INLETS, TYPE A, TYPE 1 FRAME, OPEN LID EACH 9 $2,000.00 $18,000.00 $1,685.00 $15,165.00 $2,955.00 $26,595.00 $1,500.00 $13,500.00 $2,400.00 $21,600.00 INLETS, TYPE A, TYPE 8 GRATE EACH 3 $2,000.00 $6,000.00 $1,710.00 $5,130.00 $2,955.00 $8,865.00 $1,500.00 $4,500.00 $2,300.00 $6,900.00 INLETS, TYPE A, TYPE 11 FRAME AND GRATE EACH 8 $2,000.00 $16,000.00 $1,900.00 $15,200.00 $2,955.00 $23,640.00 $1,700.00 $13,600.00 $2,500.00 $20,000.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 24"EACH 2 $1,600.00 $3,200.00 $1,390.00 $2,780.00 $2,000.00 $4,000.00 $2,400.00 $4,800.00 $2,500.00 $5,000.00 STORM SEWER (WATER MAIN REQUIREMENTS) 12 INCH FOOT 349 $150.00 $52,350.00 $160.00 $55,840.00 $190.00 $66,310.00 $136.00 $47,464.00 $275.00 $95,975.00 STORM SEWER (WATER MAIN REQUIREMENTS) 18 INCH FOOT 227 $175.00 $39,725.00 $250.00 $56,750.00 $232.00 $52,664.00 $195.00 $44,265.00 $300.00 $68,100.00 REMOVING CATCH BASINS EACH 3 $1,000.00 $3,000.00 $300.00 $900.00 $1,000.00 $3,000.00 $700.00 $2,100.00 $250.00 $750.00 REMOVING MANHOLES EACH 13 $1,000.00 $13,000.00 $300.00 $3,900.00 $1,000.00 $13,000.00 $700.00 $9,100.00 $250.00 $3,250.00 REMOVING MANHOLES TO MAINTAIN FLOW EACH 1 $1,500.00 $1,500.00 $300.00 $300.00 $2,000.00 $2,000.00 $2,200.00 $2,200.00 $250.00 $250.00 REMOVING INLETS EACH 9 $750.00 $6,750.00 $200.00 $1,800.00 $1,000.00 $9,000.00 $500.00 $4,500.00 $250.00 $2,250.00 STORM SEWER REMOVAL 12" AND UNDER FOOT 897 $12.00 $10,764.00 $40.00 $35,880.00 $20.00 $17,940.00 $29.00 $26,013.00 $35.00 $31,395.00 STORM SEWER REMOVAL 15" TO 24"FOOT 2,683 $20.00 $53,660.00 $75.00 $201,225.00 $30.00 $80,490.00 $39.00 $104,637.00 $35.00 $93,905.00 FILLING OF EXISTING PIPE FOR ABANDONMENT CUYD 10 $100.00 $1,000.00 $2,500.00 $25,000.00 $500.00 $5,000.00 $1,560.00 $15,600.00 $1,750.00 $17,500.00 RELOCATE SIGN PANEL ASSEMBLY - TYPE A EACH 6 $250.00 $1,500.00 $300.00 $1,800.00 $200.00 $1,200.00 $180.00 $1,080.00 $350.00 $2,100.00 EARTH EXCAVATION CUYD 1,235 $30.00 $37,050.00 $45.00 $55,575.00 $35.00 $43,225.00 $44.00 $54,340.00 $36.00 $44,460.00 REMOVAL AND DISPOSAL OF UNSUITABLE MATERIAL CUYD 519 $30.00 $15,570.00 $45.00 $23,355.00 $35.00 $18,165.00 $70.00 $36,330.00 $17.50 $9,082.50 TEMPORARY DITCH CHECKS FOOT 5 $12.00 $60.00 $60.00 $300.00 $55.00 $275.00 $50.00 $250.00 $150.00 $750.00 PERIMETER EROSION BARRIER FOOT 300 $2.00 $600.00 $10.00 $3,000.00 $6.00 $1,800.00 $3.00 $900.00 $6.25 $1,875.00 INLET PROTECTION FILTER EACH 119 $170.00 $20,230.00 $200.00 $23,800.00 $220.00 $26,180.00 $125.00 $14,875.00 $195.00 $23,205.00 HOT-MIX ASPHALT REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT, 2-INCHSQYD4,600 $45.00 $207,000.00 $27.00 $124,200.00 $40.00 $184,000.00 $50.00 $230,000.00 $33.50 $154,100.00 DRIVEWAY REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT, 2-INCHSQYD 600 $50.00 $30,000.00 $42.00 $25,200.00 $40.00 $24,000.00 $93.00 $55,800.00 $63.00 $37,800.00 GRAVEL DRIVEWAY REMOVAL AND REPLACEMENT, 8-INCH SQYD 250 $30.00 $7,500.00 $10.00 $2,500.00 $25.00 $6,250.00 $45.00 $11,250.00 $20.00 $5,000.00 GRAVEL SHOULDER RESTORATION FOOT 200 $30.00 $6,000.00 $5.00 $1,000.00 $15.00 $3,000.00 $10.00 $2,000.00 $7.00 $1,400.00 BRICK PAVER REMOVAL AND REPLACEMENT SQFT 50 $30.00 $1,500.00 $35.00 $1,750.00 $33.00 $1,650.00 $30.00 $1,500.00 $20.75 $1,037.50 CONCRETE CURB AND GUTTER REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENTFOOT1,050 $50.00 $52,500.00 $25.00 $26,250.00 $25.00 $26,250.00 $52.00 $54,600.00 $19.50 $20,475.00 PCC SIDEWALK REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT SQFT 8,100 $10.00 $81,000.00 $5.75 $46,575.00 $10.00 $81,000.00 $10.00 $81,000.00 $7.00 $56,700.00 DETECTABLE WARNINGS SQFT 10 $40.00 $400.00 $30.00 $300.00 $50.00 $500.00 $40.00 $400.00 $50.00 $500.00 TEMPORARY PAINT PAVEMENT MARKING - LINE 4"FOOT 25 $1.00 $25.00 $15.00 $375.00 $5.00 $125.00 $5.00 $125.00 $13.00 $325.00 TEMPORARY PAINT PAVEMENT MARKING - LINE 6"FOOT 25 $2.00 $50.00 $15.00 $375.00 $10.00 $250.00 $10.00 $250.00 $15.00 $375.00 TEMPORARY PAINT PAVEMENT MARKING - LINE 24"FOOT 120 $8.00 $960.00 $6.00 $720.00 $50.00 $6,000.00 $23.00 $2,760.00 $5.00 $600.00 TEMPORARY PAINT PAVEMENT MARKING - LETTERS AND SYMBOLS SQFT 120 $5.00 $600.00 $6.00 $720.00 $50.00 $6,000.00 $23.00 $2,760.00 $5.00 $600.00 TEMPORARY SEEDING RESTORATION OF LAWNS AND PARKWAYS SQYD 2,750 $20.00 $55,000.00 $15.00 $41,250.00 $16.50 $45,375.00 $15.00 $41,250.00 $5.00 $13,750.00 FINAL SEEDING RESTORATION OF LAWNS AND PARKWAYS SQYD 14,836 $20.00 $296,720.00 $6.00 $89,016.00 $6.60 $97,917.60 $6.00 $89,016.00 $9.00 $133,524.00 53 54 55 56 57 58 52 65 66 67 68 69 70 59 60 61 62 63 64 77 78 79 80 81 82 71 72 73 74 75 76 89 90 91 92 93 94 83 84 85 86 87 88 101 102 103 104 105 106 95 96 97 98 99 100 303 Village of Plainfield, Illinois Old Town Phase 2 Utility Improvements (QuestCDN #8494761) Bid Date/Time: June 2, 2023 at 10:00 AM Engineer's Job No. 191160.42 REMOVE AND REPLACE DRAIN TILES, 6-INCH THROUGH 12-INCH FOOT 100 $55.00 $5,500.00 $150.00 $15,000.00 $100.00 $10,000.00 $58.00 $5,800.00 $50.00 $5,000.00 ADJUSTING SANITARY SEWER SERVICE LINE EACH 3 $1,300.00 $3,900.00 $4,000.00 $12,000.00 $2,500.00 $7,500.00 $1,000.00 $3,000.00 $3,500.00 $10,500.00 DUST CONTROL DAY 30 $440.00 $13,200.00 $200.00 $6,000.00 $500.00 $15,000.00 $800.00 $24,000.00 $500.00 $15,000.00 REMOVAL AND REPLACEMENT OF UNSUITABLE MATERIAL CUYD 61 $70.00 $4,270.00 $0.01 $0.61 $80.00 $4,880.00 $70.00 $4,270.00 $90.00 $5,490.00 SOIL TESTS FOR CONTAMINANTS EACH 11 $1,250.00 $13,750.00 $1,000.00 $11,000.00 $1,500.00 $16,500.00 $650.00 $7,150.00 $200.00 $2,200.00 NON-SPECIAL WASTE DISPOSAL CUYD 1,296 $80.00 $103,680.00 $150.00 $194,400.00 $90.00 $116,640.00 $77.00 $99,792.00 $10.00 $12,960.00 EXPLORATORY EXCAVATION EACH 11 $540.00 $5,940.00 $1,000.00 $11,000.00 $1,500.00 $16,500.00 $1,000.00 $11,000.00 $2,200.00 $24,200.00 TREE PROTECTION - FENCING FOOT 2,850 $6.00 $17,100.00 $6.00 $17,100.00 $10.00 $28,500.00 $9.00 $25,650.00 $5.75 $16,387.50 TREE ROOT PRUNING EACH 28 $200.00 $5,600.00 $125.00 $3,500.00 $200.00 $5,600.00 $50.00 $1,400.00 $155.00 $4,340.00 TREE TRIMMING LSUM 1 $7,500.00 $7,500.00 $1,000.00 $1,000.00 $7,150.00 $7,150.00 $5,000.00 $5,000.00 $9,500.00 $9,500.00 TREE REMOVAL AND REPLACEMENT, UNDER 12-INCH EACH 2 $2,000.00 $4,000.00 $1,000.00 $2,000.00 $2,000.00 $4,000.00 $1,000.00 $2,000.00 $1,475.00 $2,950.00 TREE REMOVAL AND REPLACEMENT, OVER 12-INCH EACH 1 $2,600.00 $2,600.00 $1,500.00 $1,500.00 $3,000.00 $3,000.00 $1,500.00 $1,500.00 $1,775.00 $1,775.00 RAILROAD CROSSING COORDINATION AND MOBILIZATION LSUM 1 $45,000.00 $45,000.00 $50,000.00 $50,000.00 $75,000.00 $75,000.00 $250,000.00 $250,000.00 $65,000.00 $65,000.00 $4,405,649.00 $5,085,678.07 $5,074,758.60 $5,441,346.46 $6,055,712.00 WATER SERVICE PROJECT MANAGEMENT (LSL IMPROVEMENTS)HOUR 102 $150.00 $15,300.00 $100.00 $10,200.00 $200.00 $20,400.00 $125.00 $12,750.00 $500.00 $51,000.00 WATER SERVICE CONNECTION TO WATER MAIN AND B-BOX REPLACEMENT (LSL IMPROVEMENTS), 1.25-INCHEACH32$2,500.00 $80,000.00 $3,120.00 $99,840.00 $3,000.00 $96,000.00 $4,400.00 $140,800.00 $3,800.00 $121,600.00 WATER SERVICE CONNECTION TO WATER MAIN AND B-BOX REPLACEMENT(LSL IMPROVEMENTS), 1.5-INCHEACH1 $3,300.00 $3,300.00 $3,000.00 $3,000.00 $4,000.00 $4,000.00 $4,600.00 $4,600.00 $4,000.00 $4,000.00 WATER SERVICE CONNECTION TO WATER MAIN AND B-BOX REPLACEMENT (LSL IMPROVEMENTS), 2-INCHEACH1 $7,000.00 $7,000.00 $3,500.00 $3,500.00 $4,500.00 $4,500.00 $6,400.00 $6,400.00 $4,500.00 $4,500.00 WATER SERVICE LINE TYPE K - OPEN CUT (LSL IMPROVEMENTS), 1.25-INCH FOOT 180 $45.00 $8,100.00 $95.00 $17,100.00 $50.00 $9,000.00 $64.00 $11,520.00 $40.75 $7,335.00 WATER SERVICE LINE TYPE K - OPEN CUT (LSL IMPROVEMENTS), 1.5-INCH FOOT 25 $50.00 $1,250.00 $120.00 $3,000.00 $65.00 $1,625.00 $67.00 $1,675.00 $43.75 $1,093.75 WATER SERVICE LINE TYPE K - OPEN CUT (LSL IMPROVEMENTS), 2-INCH FOOT 25 $60.00 $1,500.00 $130.00 $3,250.00 $75.00 $1,875.00 $76.00 $1,900.00 $51.25 $1,281.25 WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING (LSL IMPROVEMENTS), 1.25-INCHFOOT 1,491 $35.00 $52,185.00 $35.00 $52,185.00 $55.00 $82,005.00 $33.00 $49,203.00 $41.50 $61,876.50 WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING (LSL IMPROVEMENTS), 1.5-INCHFOOT 30 $40.00 $1,200.00 $60.00 $1,800.00 $65.00 $1,950.00 $36.00 $1,080.00 $45.75 $1,372.50 WATER SERVICE LINE TYPE K - DIRECTIONAL DRILLING (LSL IMPROVEMENTS), 2-INCHFOOT 71 $50.00 $3,550.00 $70.00 $4,970.00 $80.00 $5,680.00 $44.00 $3,124.00 $53.00 $3,763.00 WATER SERVICE LINE TYPE L (LSL IMPROVEMENTS), 1-INCH FOOT 170 $50.00 $8,500.00 $70.00 $11,900.00 $70.00 $11,900.00 $10.00 $1,700.00 $123.50 $20,995.00 WATER SERVICE LINE TYPE L (LSL IMPROVEMENTS), 1.25-INCH FOOT 25 $60.00 $1,500.00 $75.00 $1,875.00 $80.00 $2,000.00 $15.00 $375.00 $130.00 $3,250.00 WATER SERVICE LINE TYPE L (LSL IMPROVEMENTS), 1.5-INCH FOOT 25 $70.00 $1,750.00 $85.00 $2,125.00 $90.00 $2,250.00 $20.00 $500.00 $180.00 $4,500.00 WATER SERVICE CASING PIPE (LSL IMPROVEMENTS)FOOT 200 $15.00 $3,000.00 $120.00 $24,000.00 $100.00 $20,000.00 $50.00 $10,000.00 $100.00 $20,000.00 WATER SERVICE CONNECTION ON PRIVATE PROPERTY - INTERIOR (LSL IMPROVEMENTS)EACH 34 $3,500.00 $119,000.00 $600.00 $20,400.00 $3,000.00 $102,000.00 $3,600.00 $122,400.00 $6,525.00 $221,850.00 LANDSCAPING PROJECT MANAGEMENT (LSL IMPROVEMENTS)HOUR 68 $150.00 $10,200.00 $200.00 $13,600.00 $220.00 $14,960.00 $75.00 $5,100.00 $145.00 $9,860.00 LANDSCAPING RESTORATION ALLOWANCE (LSL IMPROVEMENTS)EACH 34 $450.00 $15,300.00 $450.00 $15,300.00 $450.00 $15,300.00 $450.00 $15,300.00 $450.00 $15,300.00 UTILITY LOCATION - PRIVATE PROPERTY (LSL IMPROVEMENTS)EACH 34 $150.00 $5,100.00 $400.00 $13,600.00 $1,500.00 $51,000.00 $600.00 $20,400.00 $2,500.00 $85,000.00 CRIMP WATER SERVICE (LSL IMPROVEMENTS)EACH 34 $150.00 $5,100.00 $1,900.00 $64,600.00 $300.00 $10,200.00 $36.00 $1,224.00 $2,500.00 $85,000.00 SHRUB AND BRUSH DISPOSAL (LSL IMPROVEMENTS)EACH 30 $50.00 $1,500.00 $100.00 $3,000.00 $300.00 $9,000.00 $200.00 $6,000.00 $250.00 $7,500.00 FENCE TO BE REMOVED AND RE-ERECTED (LSL IMPROVEMENTS)FOOT 35 $25.00 $875.00 $150.00 $5,250.00 $100.00 $3,500.00 $100.00 $3,500.00 $75.00 $2,625.00 HOT-MIX ASPHALT REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT (LSL IMPROVEMENTS), 2-INCHSQYD10$45.00 $450.00 $100.00 $1,000.00 $100.00 $1,000.00 $49.00 $490.00 $72.75 $727.50 DRIVEWAY REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT (LSL IMPROVEMENTS), 2-INCHSQYD20 $50.00 $1,000.00 $100.00 $2,000.00 $100.00 $2,000.00 $93.00 $1,860.00 $72.75 $1,455.00 GRAVEL DRIVEWAY REMOVAL AND REPLACEMENT (LSL IMPROVEMENTS), 8-INCHSQYD 30 $30.00 $900.00 $20.00 $600.00 $50.00 $1,500.00 $45.00 $1,350.00 $19.75 $592.50 GRAVEL SHOULDER RESTORATION (LSL IMPROVEMENTS)FOOT 150 $30.00 $4,500.00 $5.00 $750.00 $15.00 $2,250.00 $10.00 $1,500.00 $5.75 $862.50 CONCRETE CURB AND GUTTER REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT (LSL IMPROVEMENTS)FOOT 150 $50.00 $7,500.00 $30.00 $4,500.00 $50.00 $7,500.00 $52.00 $7,800.00 $21.50 $3,225.00 PCC SIDEWALK REMOVAL AND TEMPORARY HOT-MIX ASPHALT REPLACEMENT (LSL IMPROVEMENTS)SQFT 110 $10.00 $1,100.00 $10.00 $1,100.00 $30.00 $3,300.00 $10.00 $1,100.00 $8.00 $880.00 TEMPORARY SEEDING RESTORATION OF LAWNS AND PARKWAYS (LSL IMPROVEMENTS)SQYD 480 $20.00 $9,600.00 $15.00 $7,200.00 $16.50 $7,920.00 $15.00 $7,200.00 $2.00 $960.00 $370,260.00 $391,645.00 $494,615.00 $440,851.00 $742,404.50 $4,775,909.00 $5,477,323.07 $5,569,373.60 $5,882,197.46 $6,798,116.50 113 114 115 116 117 118 107 108 109 110 111 112 135 124 125 126 127 128 129 119 120 SUBTOTAL PART A - UTILITY IMPROVEMENTS: 140 141 147 PART B - LEAD SERVICE LINE IMPROVEMENTS SUBTOTAL PART B - LEAD SERVICE LINE IMPROVEMENTS: TOTAL BID (PARTS A AND B): 136 121 122 123 138 139 142 143 144 145 146 137 130 131 132 133 134 304 MEMORANDUM To: Scott Threewitt, Director of Public Works From: Tony Torres, Street Superintendent Date: June 30, 2023 Re: Thornberry Circle Storm Sewer Repair Background Findings The item under consideration by the Village Board pertains to storm sewer infrastructure repair along the walking trail near 14116 S Thornberry Circle. There have been multiple complaints from area residents regarding a stormwater drainage issue. After close inspection, it has been determined that there is no drainage pipe connecting two catch basins designed to convey water to the detention pond. The Village obtained three (3) quotes from contractors to correct the drainage issue. The work consists of open cutting a trench, removing a section of walking path, and connecting the two catch basins with a 12” drainpipe. As a cost savings, Public Works will restore the area and walking path. Copies of the three quotes from contractors are attached. 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 $10,000 statutory limit. The Board has the right to accept or reject any or all proposals. Financial Considerations Funding for performing this work is available and is included in the upcoming fiscal year budget in the Street Department/Street Maintenance Program/Storm Sewer Improvements Fund within line item 01-08-60-8132. Recommendation Staff has reviewed and verified the quotes and recommends award of the project to IAP Construction Inc. IAP Construction Inc. is qualified to do the work, has completed this type of work in the past, and their work has been of good quality. It is our recommendation that the Village Board authorize the Village President to award the Thornberry Circle Storm Sewer Repair to IAP Construction Inc., the low-quote, qualified contractor, in an amount not to exceed $11,207.00. 305 306 307 308 309 310 311 312 313 314 315 Ordinance No. AN ORDINANCE AUTHORIZING THE EXECUTION OF AN AMENDMENT TO ANNEXATION AGREEMENT BETWEEN THE VILLAGE OF PLAINFIELD, ILLINOIS, STEWART FARMS LAND HOLDINGS, LLC RED FOX FARM 1, an Illinois Limited Liability Company, and SEEFRIED INDUSTRIAL PROPERTIES, INC., a Georgia corporation. WHEREAS, on November 21, 2022, pursuant to Ordinance No. 3575, the Village of Plainfield entered into an Annexation Agreement for certain property legally described on the attached Exhibit “A”, which was recorded in the Office of the Will County Recorder of Deeds as Document No. R2022084639; and WHEREAS, an Amendment to Annexation Agreement, a true and exact copy of which is attached hereto as Exhibit "B", and by reference thereto incorporated herein, has been submitted to the Corporate Authorities of the Village of Plainfield by the Owner; and WHEREAS, a public hearing was held before the Corporate Authorities of the Village of Plainfield, after publication of notice, upon the proposed Amendment to Annexation Agreement. 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: Approval – That the President and Village Clerk are hereby authorized and directed to execute the aforesaid Amendment to Annexation Agreement for and on behalf of the Village of Plainfield, Illinois. 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 portion of this Ordinance, which shall 316 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 effect upon its passage and approval as provided by law. PASSED THIS Tenth DAY OF July, 2023. AYES: NAYS: ABSENT: APPROVED THIS ______ DAY OF JULY, 2023. VILLAGE PRESIDENT ATTEST: VILLAGE CLERK PREPARED BY AND RETURN TO: VILLAGE OF PLAINFIELD 24401 W. LOCKPORT STREET PLAINFIELD, IL 60544 ATTN: VILLAGE CLERK 317 EXHIBIT “A” Legal Description See attached Legal Description. 318 EXHIBIT A LEGAL DESCRIPTION PIN: 06-03-06-300-001-0000 THE SOUTHWEST FRACTIONAL 1/4 OF SECTION 6, TOWNSHIP 36 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN, EXCEPTING 20 ACRES AND A FRACTION OF SAID FRACTIONAL 1/4, LYING NORTH OF THE ROAD RUNNING ACROSS SAID FRACTIONAL 1/4; AND ALSO EXCEPT THAT PART TAKEN FOR ROAD DEDICATION PER DOCUMENT R2016-025075, IN WILL COUNTY, ILLINOIS. PIN: 06-03-07-100-004-0000 THE NORTH 1/2 OF THE NORTHWEST FRACTIONAL 1/4 OF SECTION 7, IN TOWNSHIP 36 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN; AND ALSO THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SAID SECTION 7, IN TOWNSHIP 36 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN EXCEPTING THEREFROM THAT PART OF THE NORTHEAST 1/4 OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN, BOUNDED AND DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID NORTHEAST 1/4, THENCE SOUTH 00 DEGREES 00 MINUTES 51 SECONDS EAST, ALONG THE EAST LINE OF SAID NORTHEAST 1/4, BEING AN ASSUMED BEARING FOR THE PURPOSE OF THIS LEGAL DESCRIPTION, 1,325.98 FEET TO AN INTERSECTION WITH THE SOUTH LINE OF THE NORTH 1/2 OF THE NORTHEAST 1/4 OF SAID SECTION; THENCE NORTH 89 DEGREES 49 MINUTES 36 SECONDS WEST, ALONG SAID LAST DESCRIBED SOUTH LINE, 527.00 FEET TO AN INTERSECTION WITH A LINE BEING 527.00 FEET WEST OF AND PARALLEL WITH THE EAST LINE OF THE NORTHEAST 1/4 (AS MEASURED PERPENDICULAR TO SAID EAST LINE); THENCE NORTH 00 DEGREES 00 MINUTES 51 SECONDS WEST, ALONG SAID LAST DESCRIBED PARALLEL LINE, 825.93 FEET TO AN INTERSECTION WITH A LINE BEING 500.00 FEET SOUTH OF AND PARALLEL WITH THE NORTH LINE OF SAID NORTHEAST 1/4 (AS MEASURED PERPENDICULAR TO SAID NORTH LINE); THENCE NORTH 89 DEGREES 49 MINUTES 54 SECONDS WEST, ALONG SAID LAST DESCRIBED PARALLEL LINE, 794.59 FEET; THENCE NORTH 00 DEGREES 10 MINUTES 06 SECONDS EAST, 500.00 FEET TO AN INTERSECTION WITH THE AFOREMENTIONED NORTH LINE OF THE NORTHEAST 1/4; THENCE SOUTH 89 DEGREES 49 MINUTES 54 SECONDS EAST, ALONG SAID LAST DESCRIBED NORTH LINE, 1,320.00 FEET TO THE POINT OF BEGINNING, IN WILL COUNTY, ILLINOIS, ALSO EXCEPTING THEREFROM THAT PART OF SAID FRACTIONAL NORTHWEST 1/4 OF SECTION 7 AND SAID NORTHEAST 1/4 OF SECTION 7, BOTH IN TOWNSHIP 36 NORTH, RANGE 9, EAST OF THE THIRD PRINCIPAL MERIDIAN, TAKEN FOR ROAD DEDICATION PER DOCUMENT R2016-025075, IN WILL COUNTY, ILLINOIS. 319 EXHIBIT “B” Amendment to Annexation Agreement 320 1 AMENDMENT TO THE ANNEXATION AGREEMENT FOR THE PLAINFIELD BUSINESS CENTER For The Stewart Farms, an approximate 221.325 acre property located near and surrounding the Northwest Quadrant of the Intersection of 143rd Street and Steiner Road THIS AMENDMENT TO THE ANNEXATION AGREEMENT is entered into this ____ day of __________________, 2023, by and between the VILLAGE OF PLAINFIELD, an Illinois municipal corporation (hereinafter referred to as “VILLAGE”), and STEWART FARMS LAND HOLDING, LLC RED FOX FARM 1, an Illinois Limited Liability Company, (hereinafter referred to as “OWNER”), and SEEFRIED INDUSTRIAL PROPERTIES, INC., a Georgia corporation, (hereinafter referred to as “DEVELOPER”) for the property described in the Plat of Annexation marked as Exhibit A, and legally described in Exhibit B, the Legal Description of the Stewart Farm the “SUBJECT PROPERTY” to be annexed to the VILLAGE, Parcel 1, attached to the Annexation Agreement (hereinafter referred to as the “SUBJECT PROPERTY). WITNESSETH: WHEREAS, the VILLAGE enacted a certain Ordinance Number 3575 on November 21, 2022, approving the Annexation Agreement; and, WHEREAS, the VILLAGE also enacted a certain Ordinance Number 3579 on November 21, 2022, authorizing the issuance of a Special Use permit for a Planned Unit Development; and, WHEREAS, the VILLAGE, the OWNER, and the DEVELOPER hereby agree to modify the terms of the Annexation Agreement by entering into this AMENDMENT to the Annexation Agreement (AMENDMENT); 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 AMENDMENT to the Annexation Agreement before the public for comment and hearing by its Corporate Authorities; and, WHEREAS, the VILLAGE, the OWNER, and the DEVELOPER have agreed to conduct the sale of the SUBJECT PROPERTY in phases during the term of the Annexation Agreement. It is anticipated the first phase will be the acquisition of the SUBJECT PROPERTY described as “Lot 1” on the Final Plat of Subdivision of the Plainfield Business Center attached hereto as Exhibit 1 (hereinafter, the “Phase 1 Property”). NOW, THEREFORE, in consideration of the premises and of the mutual covenants and agreements herein contained, it is hereby agreed that the Annexation Agreement is amended as follows: 321 2 1. The foregoing recitals are hereby incorporated into the body of this agreement as if fully set forth and repeated herein and that, all exhibits to the Annexation Agreement referred to in this AMENDMENT and attached hereto shall also be considered incorporated herein. 2. The terms of the Annexation Agreement are amended as follows: A. That Paragraphs 1B, 1C and 1D of Exhibit C to the Annexation Agreement are modified to reflect that the sale of the entire SUBJECT PROPERTY shall not occur within three hundred sixty-five (365) Days of the approval of the Annexation Agreement by the VILLAGE on November 21, 2022 but shall occur in phases. As a result of the phased sale of the SUBJECT PROPERTY the Owner’s Right to Cancel contained in Paragraph 1-B, shall be null and void and the Annexation Agreement shall continue in full force and effect, except as modified by this AMENDMENT, for the term of the Annexation Agreement, twenty (20) years, as reflected in Paragraph 27 of the Annexation Agreement. B. That the Non-Liability of the Owner provisions contained in Paragraph 1C of Exhibit C to the Annexation Agreement are modified to show that the obligations of the Annexation Agreement shall be imposed upon all successor owners of the SUBJECT PROPERTY at the time of the purchase and sale of any portion of the SUBJECT PROPERTY. C. That upon the purchase of the first phased portion of the SUBJECT PROPERTY, all of the fees and charges imposed by the Annexation Agreement and the PUD Agreement at Closing shall be due and payable by DEVELOPER but, not the prospective purchaser acquiring the Phase 1 Property. Additionally, the fees and charges due upon issuance of individual building permits under the Annexation Agreement and the PUD Agreement shall remain unchanged. D. That the Successor In Interest provisions contained in Paragraph 1D of Exhibit C to the Annexation Agreement are modified to state that the DEVELOPER shall be responsible for and pay for obligations arising out of the Annexation Agreement and Planned Unit Development, including but not limited to financial contributions and fees, only as they relate to the portions of the SUBJECT PROPERTY that the DEVELOPER purchases from the OWNER, otherwise, the DEVELOPER shall not be responsible for the payment of, and shall be fully released from any further obligations to dedicate, improve or pay for improvements or fees pursuant to the Annexation Agreement and shall be considered fully released from all obligations under the Annexation Agreement and the Plainfield Business Center Planned Unit Development Agreement. Further, any and all rights of the DEVELOPER under the Annexation Agreement which are not exercised by the DEVELOPER shall devolve upon and inure to the benefit of the OWNER AND are assigned to the OWNER and may be exercised by the OWNER or the OWNER’S heirs, successors or assigns. The construction of the Private Roadway described in Section 13.B of Exhibit C of the Annexation Agreement shall occur on the sale and development of the contiguous property immediately east of said Private Roadway. 322 3 Further, the prospective purchaser acquiring the Phase 1 Property shall not be responsible for the construction of the Private Roadway described in Section 13.B. of Exhibit C of the Annexation Agreement. 3. That where the terms of the Annexation Agreement conflict with the terms of this AMENDMENT, the terms of this AMENDMENT shall control. 4. That where the terms of the Planned Unit Development Agreement approved pursuant to the ordinance granting the Special Use Permit conflict with the terms of this AMENDMENT, the terms of this AMENDMENT shall control. 5. That all other terms and obligations of the Annexation Agreement shall continue in full force and effect. 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 OWNER STEWART FARMS LAND HOLDING, LLC RED FOX FARM 1, an Illinois Limited Liability Company By: By: Village President ATTEST: Title: By: Village Clerk DEVELOPER SEEFRIED INDUSTRIAL PROPERTIES, INC. By: Title: 323 ONLYONLYEXCEPTION E XC E P T ION LOT 1 143RD STREET STEINER ROADLOT 3 EXCEPTION LOT 2 143RD STREET PROJ. NO.:23.0088-01 1 OF 4 SCALE: 1" = 300'ALTA SURVEYS l TOPOGRAPHY l CONSTRUCTION STAKING2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COMPLAINFIELD BUSINESS CENTERCLIENTPLAINFIELD , ILPROJECT©FINAL PLAT OF SUBDIVISION ABBREVIATIONS LINE LEGEND LEGEND AREA SUMMARY OF PLAINFIELD BUSINESS CENTER SEE SHEETS 2-3 FOR DETAILS PIN: 06-03-06-300-001 PIN: 06-03-06-300-004 Exhibit #1 Amendment to the Annexation Agreement Plainfield Business Center 324 EXCEPTION LOT 3 EXCEPTION 143RD STREET PROJ. NO.:23.0088-01 2 OF 4 SCALE: 1" = 150'ALTA SURVEYS l TOPOGRAPHY l CONSTRUCTION STAKING2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COMPLAINFIELD BUSINESS CENTERCLIENTPLAINFIELD , ILPROJECT©FINAL PLAT OF SUBDIVISION OF PLAINFIELD BUSINESS CENTER SEE SHEET 3 PIN: 06-03-06-300-001 PIN: 06-03-06-300-004 Exhibit #1 Amendment to the Annexation Agreement Plainfield Business Center 325 EXCEPTION EXC EP T ION LOT 1 143RD STREET LOT 2 143RD STREET PROJ. NO.:23.0088-01 3 OF 4 SCALE: 1" = 150'ALTA SURVEYS l TOPOGRAPHY l CONSTRUCTION STAKING2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COMPLAINFIELD BUSINESS CENTERCLIENTPLAINFIELD , ILPROJECT©FINAL PLAT OF SUBDIVISION OF PLAINFIELD BUSINESS CENTER SEE SHEET 2 P.O.B. P.O.B. PIN: 06-03-06-300-001 PIN: 06-03-06-300-004 Exhibit #1 Amendment to the Annexation Agreement Plainfield Business Center 326 WILL COUNTY CLERK’S CERTIFICATEPLAN COMMISSION WILL COUNTY RECORDER’S CERTIFICATE ’ ’ CERTIFICATE AS TO SPECIAL ASSESSMENTS BOARD OF TRUSTEES WILL COUNTY TAX MAPPING CERTIFICATE MORTGAGEE’S CERTIFICATE ’ NOTARY’S CERTIFICATE ’ OWNER'S CERTIFICATE ’ NOTARY'S CERTIFICATE SURVEYOR’S AUTHORIZATION TO RECORD PROJ. NO.:23.0088-01 4 OF 4 SCALE: NONEALTA SURVEYS l TOPOGRAPHY l CONSTRUCTION STAKING2631 GINGER WOODS PARKWAY, STE. 100AURORA, IL 60502PHONE: (630) 820-9100 FAX: (630) 820-7030 EMAIL: ADMIN@CLSURVEYING.COMPLAINFIELD BUSINESS CENTERCLIENTPLAINFIELD , ILPROJECT©SURVEYOR’S CERTIFICATION FINAL PLAT OF SUBDIVISION OF PLAINFIELD BUSINESS CENTER Exhibit #1 Amendment to the Annexation Agreement Plainfield Business Center 327 328 EASEMENT ACQUISITION AGREEMENT (PARCEL 0004) WITNESSETH: This Easement Acquisition Agreement (“Agreement”) is made and entered into as of this ______ day of ___________________, 2023, by and between the Village of Plainfield, an Illinois Home Rule Municipal Corporation (“Village”) and the Chicago Trust Company, successor to Wayne Hummer Trust Company as Trustee under Trust Agreement dated May 16, 2007, known as Trust No. HBT – 2398 ("Owner"). WHEREAS, the Village and Owner (as successor owner) are parties to an Annexation Agreement dated April 5, 2004, pursuant to Ordinance No. 2394 (the “Annexation Agreement”); and WHEREAS, the Annexation Agreement governed property with PIN #06-01-400- 003 (the “Owner Property”); and WHEREAS, the Annexation Agreement contemplated a mixed use residential development of the Owner Property; and WHEREAS, the Annexation Agreement expires on April 5, 2024; and WHEREAS, the Village and Owner do not anticipate that the Owner Property will develop for the purposes contemplated by the Annexation Agreement during the term thereof; and WHEREAS, in the meantime, Village has been and is in the process of coordinating and constructing various improvements to that portion of 143rd Street, located within the corporate limits of Village or under Village jurisdiction; and WHEREAS, in connection therewith, Village will from time to time need to acquire additional easements from property owners adjacent to 143rd Street as it presently exists or as it is contemplated to be improved by the Village; and WHEREAS, Owner is one such owner, and the Owner Property is one such property; and WHEREAS, Owner Property is legally described and/or depicted on Exhibit A; and 329 WHEREAS, Owner and Village acknowledge that the Village desires to acquire an easement over a portion of the Owner Property for public roadway purposes and for public utility purposes for the purpose of constructing future improvements to 143rd Street and public utility improvements; WHEREAS, the portion of the Owner Property over which the Village seeks a public roadway and public utility easement is legally described and/or otherwise depicted in Exhibit B (the “143rd Street Easement Property”), a copy of which is attached hereto and incorporated herein by reference; and WHEREAS, (a) Owner is willing to grant an easement to the Village over the 143rd Street Easement Property for public roadway purposes and for public utility purposes for the purpose of constructing future improvements to 143rd Street and public utility improvements, and (b) in exchange, the Village is willing to relieve Owner of any and all remaining Owner obligations in the Annexation Agreement; NOW, THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, Owner and Village hereby agree as follows: 1. Recitals. The foregoing recitals are incorporated into this Agreement as if fully set forth in this Section 1. 2. Grant of Easement. Subject to the terms and provisions of this Agreement, Owner hereby grants to Village a perpetual easement over the 143rd Street Easement Property described and depicted in Exhibit B for public roadway and public utility purposes, including but not limited to the purposes of the use, operation, construction, reconstruction, extension, widening, enlargement, maintenance and improvement of public roadway improvements and appurtenances, storm sewer, drainage, sanitary sewer, potable water, and other Village public utility improvements therein, and also for the purposes of public utilities operating within the Village by franchise or like agreement, including but not limited to Commonwealth Edison Company, Nicor, AT&T, and the local franchised cable operator to construct, install, maintain, renew and operate all such utility installations and appurtenances necessary and appropriate to provide their respective services, provided, that all such franchised public utility installations shall be located underground unless otherwise approved in writing by the Village. Contemporaneously with the execution of this Agreement, Owner shall execute and deliver to the Village a plat of public roadway and utility easement of and for the 143rd Street Easement Property, to be prepared by and at the expense of, the Village, conforming to the provisions of this Agreement, substantially in the form attached hereto and incorporated herein collectively as Exhibit C. 330 Owner acknowledges that from and after the date first above named, it shall not construct or place any buildings, structures, permanent improvements or obstructions of any kind within any portion of the 143rd Street Easement Property. 3. Construction Damage. Without otherwise limiting, modifying or affecting any other provision of this Agreement, the Village shall, at its sole cost and expense, repair and restore any damage to property owned by Owner located outside of the 143rd Street Easement Property resulting from construction activities undertaken by the Village or such relevant franchised public utility. In addition, in the event the construction activity damages previously planted crops by Owner’s tenant, Village will reimburse Owner for the value of any damaged crops as reasonably determined by Owner and Owner’s tenant. 4. Ownership of Improvements. From and after the date first above named, Village shall at all times retain title to, ownership of and control over all improvements of any nature or kind constructed or located by Village within the 143rd Street Easement Property as contemplated by the provisions of this Agreement, whether presently existing or hereinafter constructed. 5. Indemnification. Village hereby indemnifies, defends and holds harmless Owner and its officers, directors, employees and agents of and from any and all liabilities, claims, damages, costs, expenses or judgments resulting from Village’s use of the 143rd Street Easement Property as contemplated herein. 6. Notice of Work. Except in bona fide emergency situations, Village or any relevant franchised public utility shall provide Owner with reasonable notice of its intention to commence construction activities within the 143rd Street Easement Property. 7. Successors. This Agreement and the right of way to be granted pursuant hereto shall bind and inure to the benefit of Owner and Village, and their respective successors, assigns and grantees, and shall be deemed to constitute covenants running with Owner’s Property. 8. Amendment to Annexation Agreement. Promptly upon the execution of this Agreement, the parties shall amend the Annexation Agreement pursuant to the procedures set forth in 65 ILCS 5/11-15.1-3. The amendment shall relieve Owner of any and all remaining obligations under the Annexation Agreement, including, but not limited to those provisions which would require Owner to construct roadway improvements to 143rd Street; and any rights the Village would have to collect or impose any recapture fee or other fee designed and intended to reimburse the Village for the costs of constructing 331 roadway improvements or water main improvements within the 143rd Street Easement Property. IN WITNESS WHEREOF, Owner and Village have executed this Agreement all as of the date and year first above named. “Owner” _____________________________________ BY:___________________________________ STATE OF ILLINOIS ) ) SS. COUNTY OF _______ ) I, the undersigned, a Notary Public in and for said County, in the state aforesaid, do hereby certify that ________________________ personally known to me to be the ________________ of __________________________, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that as such _______________, ____ signed and delivered the said instrument as ___ free and voluntary act, and as the free and voluntary act and deed of said limited liability company, for the uses and purposes therein set forth. Given under my hand and Notarial Seal this _____ day of ___________________, 2023. ___________________________________ Notary Public My commission expires on __________________. 332 “VILLAGE” 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, ____________________________, a notary public in and for said County and State, certify that John F. Argoudelis, personally known to me to be the Village President of the Village of Plainfield, Illinois, and Michelle Gibas, personally known to me to be the Clerk of said Village, and whose names are subscribed to this instrument, appeared before me this day in person and severally acknowledged before me that as such President and Clerk of the said Village they signed and delivered the said instrument and caused the corporate seal of the Village to be affixed thereto, pursuant to authority given therefor by the Board of Trustees of said Village, as their free and voluntary act and as the free and voluntary act of said Village, for the uses and purposes therein set forth. Given under my hand and seal this ______ day of ____________, 2023. ____________________________________ Notary Public 333 Exhibit A—Legal Description/Depiction of Owner Property See attached legal description. 334 335 Exhibit B—Legal description/depiction of 143rd Street Easement Property Route: 143rd Street (West Extension) Section No.: - Job No.: R- County: Kendall Parcel: 0004PE Sta. 201+60.43 to Sta. 58+96.84 Index No.: 06-01-400-003 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, in Kendall County, Illinois, bearings and distances based on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment), with a combined factor of 0.999975, described as follows: Commencing at the Southwest corner of the Southeast quarter of said Section 1; thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing of North 87 degrees 40 minutes 26 seconds East along the South line of the Southeast quarter of said Section 1, a distance of 901.23 feet to a point on the West line of lands described in Trustee’s Deed recorded as Document 201100007133; thence North 01 degrees 53 minutes 54 seconds West along said West line, a distance of 130.14 feet to the point of beginning; thence South 01 degrees 53 minutes 54 seconds East along said West line, a distance of 20.01 feet; thence along an arc to the Left, having a radius of 9,360.00 feet, an arc length of 430.05 feet, and a chord bearing South 89 degrees 59 minutes 24 seconds West, a distance of 430.02 feet; thence South 87 degrees 40 minutes 26 seconds West, a distance of 339.42 feet; thence North 47 degrees 06 minutes 37 seconds West, a distance of 101.19 feet; thence North 01 degrees 53 minutes 40 seconds West, a distance of 28.18 feet; thence South 47 degrees 06 minutes 37 seconds East, a distance of 112.71 feet; thence North 87 degrees 40 minutes 26 seconds East, a distance of 331.09 feet; thence along an arc to the Right, having a radius of 9,380.00 feet, an arc length of 430.20 feet, and a chord bearing North 88 degrees 59 minutes 16 seconds East, a distance of 430.17 feet to the point of beginning, in Kendall County, Illinois. Said parcel containing 0.401 Acres, more or less. 336 Exhibit C—143rd Street Easement Property Plat See attached plat. 337 Route:143rd Street(West Extension) Section No.:- Job No.:R-County:KendallParcel:0004Sta.-to Sta.- Index No.:06-01-400-003 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian,in Kendall County, Illinois, bearings anddistances based on the Illinois State Plane Coordinate System, East Zone,NAD83 (2011 Adjustment), with a combined factor of 0.999975,described asfollows: Beginning at the Southwest corner of said Section 1;thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing ofNorth01degrees53minutes40secondsWest along the West line of theSouthwestquarter of said Section 1,a distance of 795.43 feet to a point on the South line of lands described in Trustee’s Deed recorded as Document 201100007133;thence North 88 degrees 07 minutes 23 seconds East along said South line, adistance of 60.00 feet;thence South 01 degrees 53 minutes 40 seconds East, a distance of 574.95 feet; thence South 47 degrees 06 minutes 37 seconds East, a distance of 112.71 feet; thence North 87 degrees 40 minutes 26 seconds East, a distance of 331.09 feet;thence along an arc to the Right, having a radius of 9,380.00 feet, an arc lengthof 430.20 feet, and a chord bearing North 88 degrees 59 minutes 16 secondsEast, a distance of 430.17 feet to a point on the West line of lands described in said Trustee’s Deed; thence South 01 degrees 53 minutes 54 seconds East along the West line oflands described in said Trustee’s Deed, a distance of 130.14 feet to a point onthe South line of said Southeast quarter;thence South 87 degrees 40 minutes 26 seconds West along the South line of said Southeast quarter, a distance of 901.23 feet to the point of beginning, in Kendall County,Illinois. Said parcel containing 3.840 Acres,more or less (of which, 0.639 Acres, more orless, was previously dedicated or used for highway purposes). 338 IDOT USE ONLYPRINTED BY THE AUTHORITYOF THE STATE OF ILLINOISMC HENRYLAKEKANECOOKDU PAGEWILLLOCATION OF SECTION INDICATED THUS: -DISTRICT HEADQUARTERS: -SCHAUMBURGLOCATION MAPJOHNSON ROADBegin ImprovementsSta. 34+98143rd STREETEnd ImprovementsSta. 27+84RIDGE ROADBegin ImprovementsSta. 187+45RIDGE ROADEnd ImprovementsSta. 218+67JOHNSON ROAD - 143rd STREETSta. 50+00143rd STREETSta. 97+00 / Sta. 1+00339 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196-1" = 150'-2151500PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD · CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 · FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 150'GRAPHIC SCALEFEETREVISION DATE:-REVISION MADE BY:--R-PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS 1/126/789KENDALLWILLKENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property{ Curve PR143_7 }{ Curve PR143_8 }{ Curve PR143_3 }{ Curve PR143_4 }54+69.55 P.C. 76+33.80 P.R.C. 96+30.59 P.T. 97+00.59 P.I. 27+84.71 End Alignment +34+98.77Begin Alignment42+03.77P.C.44+57.61P.R.C.47+17.34P.T,187+45.72Begin Alignment 218+67.17 End Alignment { 705.00' N 87°30'34" E }{ 500.21' N 87°27'48" E }{ 752.21' N 87°40'26" E }{ 1,244.10' N 01°51'47" W }{ 1,897.35' N 01°54'37" W }{ 70.00'N 88°42'20" E }{ 2,684.71' N 88°27'20" E }{ 1,224.10' N 01°51'47" W }{ 1,897.35' N 01°54'37" W }{ 752.21' N 87°40'26" E }{ 500.21' N 87°27'48" E }Sta. 50+00.00 Johnson Road/143rd StreetSta. 200+00.00 Ridge RoadSta. 97+00.59 Proposed AlignmentSta. 1+00.00 Existing AlignmentJ O H N S O N R O A D1 4 3 r d S T R E E TR I D G E R O A D 1 4 3 r d S T R E E TR I D G E R O A DJ O H N S O NR O A D1 4 3 r dS T R E E T Sta. 50+00.00 Johnson Road/143rd StreetSta. 200+00.00 Ridge RoadSta. 199+69.51 Ridge RoadSta. 799+99.63 Existing AlignmentSta. 42+03.77 Proposed AlignmentSta. 792+05.00 Existing Alignment794+99.41P.I.{ 294.41'N 87°34'19" E }Sta. 199+69.51 Ridge RoadSta. 799+99.63 Existing Alignment340 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196-N.T.S.-315PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD · CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 · FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS 1/126/789KENDALLWILLKENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property341 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019634+981" = 50'46+00415500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:-REVISION MADE BY:--R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property{ Curve PR143_3 }Δ=7°7'35"R=1,990.00' A=247.51'Ch=N 83°56'46" E 247.35'Δ=7°17'28"R=2,110.00' A=268.50;Ch=N 84°01'42" E 268.32'* * * * 2,630.31' N 87°29'39" E * * * *2,576.42' N 01°53'40" W 705.00' N 87°30'34" E785.68' N 87°29'39" E89.66' N 02°29'26" WExisting Right-of-Way as Monumented and OccupiedNorth Line of the Northwest 14 of Section 12-36-8Existing Right-of-Way as Monumented and OccupiedSouth Line of the Southwest 14 of Section 1-36-8* * * *Found 34" Iron Pipe at Section Corner asper Monument Record 200200019024East Line of the Southwest 14 of the Southwest 14 of Section 1-36-8West Line of the Southeast 14 of the Southwest 14 of Section 1-36-8 Sta. 43+55.3569.96' Lt.Sta. 41+00.0260.00' Lt.J O H N S O N R O A DSee Sheet 5Sta. 41+00.0249.66 Rt.Sta. 41+00.0229.66' Rt.Sta. 41+00.0236.34' Lt.Sta. 34+98.77Begin Alignment 895.91' S 87°29'39" W593.20' S 87°29'39" W20.00'S 02°29'26" E+03.77 P.C. +57.61 P.R.C .See Sheet 5for ContinuationP.I.N. 06-12-100-004(Lands Described in Sheriff's Deed in Sheriff's SaleRec. August 11, 2011 as Doc. 201100014359)Parcel 0001TOTAL HOLDING76.688 Acres0001P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 Acres0002ASee Sheet 5for Continuation{ 705.00' N 87°30'34" E }{ Curve PR143_4 }30'36'71'(No Buildings)(No Buildings)Proposed Right-of-WayProposed Right-of-WaySta. 41+03.1660.00' Lt.3.15'N 87°30'34" E342 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019642+001" = 50'54+00515500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-13-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyWest Line of the Southeast 14 of Section 1-36-8 South Line of the Southeast 14 of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * * See Sheet 6 See Sheet 13for ContinuationSee Sheet 12for ContinuationSee Sheet 12See Sheet 13451.61' N 01°50'13" W 574.95' S 01°53'40" E North Line of the Northeast 14 of Section 12-36-8* * * * 2,635.41' N 87°40'26" E * * * ** * * ** * * ** * * *Proposed Right-of-Way Proposed Right-of-Way Proposed Right-of-Way Proposed Right-of-Way 1 4 3 R D S T R E E TR I D G E R O A D J O H N S O N R O A D0006East Line of the Southwest 14 of Section 1-36-8Existing Right-of-Way as Monumented and Occupied Sta. 49+97.40 60.00' Rt.Found PK Nail at 14 SectionCorner as per MonumentRecord 200200019024Existing Right-of-Way as Monumented and Occupied Existing Right-of-Way as Monumented and Occupied Existing Right-of-Way as Monumented and Occupied 660.00' S 01°53'03" E * * 1,099.99' N 01°53'03" W * * West Line of the Northeast 14 of Section 12-36-8 * * * * 2,647.90' N 01°53'03" W * * * * East Line of the Northwest 14 of Section 12-36-8 431.73' N 01°53'40" W 795.43' N 01°53'40" W60'35'75'35'35'35'60'Sta. 49+97.85143rd Street/Johnson RoadNorth-South 14 Section LineSta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge RoadSee Sheet 12for ContinuationSee Sheet 13for ContinuationSee Sheet4{ Curve PR143_3 }* * * * 2,630.31' N 87°29'39" E * * * *785.68' N 87°29'39" EExisting Right-of-Way as Monumented and OccupiedNorth Line of the Northwest 14 of Section 12-36-8Existing Right-of-Way as Monumented and OccupiedSouth Line of the Southwest 14 of Section 1-36-8895.91' S 87°29'39" W593.20' S 87°29'39" W+03.77P.C.+57.61 P.R.C.P.I.N. 06-12-100-004(Lands Described in Sheriff's Deed in Sheriff's SaleRec. August 11, 2011 as Doc. 201100014359)Parcel 0001TOTAL HOLDING76.688 Acres0001P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 Acres0002A{ Curve PR143_4 }30'36'(No Buildings)(No Buildings)Proposed Right-of-WayProposed Right-of-Way80'302.72' N 87°29'39" E710.04' N 01°53'40" W 278.31' N 01°53'40" W 120.95' S 01°53'40" E 431.73' N 01°53'40" W 302.72' N 87°29'39" E162.70' S 87°40'26" WSta. 46+96.2260.11' Lt.Sta. 201+39.5662.11' Lt.Sta. 202+17.6762.09' Lt.Sta. 48+87.2280.35' Rt.Sta. 198+7035972.83' Rt.Sta. 201+60.4357.90' Rt.Sta. 51+38.4680.00' Lt.331.09' N 87°40'26" EProposed Permanent Easement00040004PEProposed Right-of-WayProposed Right-of-WayP.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 AcresP.I.N. 06-01-300-006Parcel 0003TOTAL HOLDING4.934 AcresP.I.N. 06-01-300-005(No Buildings)00030003(No Buildings)See Sheet 6for ContinuationSee Sheet 6for Continuation347.31' N 87°40'26" E* * 901.23' S 87°40'26" W * ** *80'80'20'900.30' S 01°50'13" E 278.31' N 01°53'40" W 431.73' S 01°53'40" E78.11' S 01°53'40" E 509.85' N 01°53'40" W * * * ** 970.98' N 01°53'03" W ** **South Line of the North 431.71'of the South 710' of theSouthwest 14 of Section 1-36-8West Line of the East 302.7' of the Southwest 14 of Section 1-36-8POB 0002ASta. 46+93.9960.82' Lt.+17.34 P.T.POB 0001POB 0003POB 0004POC 0004PEPOC 0005BPOC 0005PE-BPOC 0007Sta. 202+18.29 2.09' Lt.199+69.82 P.I.{ 752.21' N 87°40'26" E }{ 1,897.35' N 01°54'37" W } { 1,224.10' N 01°51'47" W }Sta. 49+97.4060.00' Rt.Sta. 198+69.3062.17' Rt.S 47°10'17" E70.30'Sta. 51+22.2380.00' Rt.N 4 2 ° 5 5 ' 0 6 " E 7 1 . 0 1 'Δ=7°7'35"R=1,990.00' A=247.51'Ch=N 83°56'46" E 247.35'Δ=7°17'28"R=2,110.00' A=268.50Ch=N 84°01'42" E 268.32'Sta. 43+55.3569.96' Lt.71'Sta. 46+21.8762.29' Lt.76.60'N 87°40'26" ESta. 48+58.3060.00' Lt.1 1 3 . 5 7 ' S 4 2 ° 5 3 ' 2 3 " W112.71' S 47°06'37" E101.19' N 47°06'37" WSta. 51+30.1360.00' Lt.Sta. 201+32.25 57.89' Rt.28.18'N 01°53'40" W339.42' S 87°40'26" W343 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019649+001" = 50'61+00615500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyWest Line of the Southeast 14 of Section 1-36-8 South Line of the Southeast 14 of Section 1-36-8Δ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'* 1,235.35' N 87°40'26" E ** * * * 2,648.25' N 01°53'40" W * * * *Δ=4°27'47" R=9,380.00' A=730.67'Ch=N 87°28'00" W 730.49'788.36' N 01°53'54" W 130.14' N 01°53'54" W Sta. 59+01.1050.04' Rt.POB 0004PESta. 58+96.0880.00' Lt.See Sheet 7 0003See Sheet 5 ** * 1,734.18' N 87°40'26" E * ** *See Sheet 7for ContinuationSee Sheet 7for ContinuationSee Sheet 13for ContinuationSee Sheet 12for Continuation0001See Sheet 5 See Sheet 5See Sheet 12See Sheet 13P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 AcresP.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresΔ=2°37'40" R=9,380.00' A=430.20'Ch=N 88°59'16" E 430.17'347.31' N 87°40'26" E331.09' N 87°40'26" E451.61' N 01°50'13" W 574.95' S 01°53'40" E North Line of the Northeast 14 of Section 12-36-8* * * * 2,635.41' S 87°40'26" W * * * ** * * ** * * ** * * *Sta. 54+69.5580.00' Lt.Sta. 54+69.5580.00' Rt.Sta. 201+60.4357.90' Rt.80'80'20'Proposed Permanent EasementProposed Right-of-WayProposed Right-of-WayProposed Right-of-Way Proposed Right-of-WayProposed Right-of-Way Proposed Right-of-Way1 4 3 R D S T R E E TR I D G E R O A D J O H N S O NR O A D0005A000600040005PE-A0004PE00040006East Line of theSouthwest 14 ofSection 1-36-8Existing Right-of-Way as Monumented and OccupiedSta. 49+97.40 60.00' Rt.Found PK Nail at 14 Section Corner asper Monument Record 200200019024Existing Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and Occupied660.00' S 01°53'03" E* * 1,099.99' N 01°53'03" W * *West Line of the Northeast 14 of Section 12-36-8* * * * 2,647.90' N 01°53'03" W * * * *East Line of the Northwest 14 of Section 12-36-8 278.31' N 01°53'40" W 431.73' N 01°53'40" W795.43' N 01°53'40" W (No Buildings)+69.55 P.C.901.23' S 87°40'26" W60'35'75'35'35'35'60'60'POB 0001POB 0003POB 0004POC 0004PEPOC 0005BPOC 0005PE-BPOC 0007Sta. 49+97.85143rd Street/Johnson RoadNorth-South 14 Section LineSta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge Road* *** 970.98' N 01°53'03" W *{ 752.21' N 87°40'26" E }{ 1,897.35' N 01°54'37" W }{ 1,224.10' N 01°51'47" W }Sta. 49+97.4060.00' Rt.199+69.82 P.I.{ Curve PR143_7 }Sta. 51+22.2380.00' Rt.Sta. 198+70.5972.83' Rt.S 47°06'37" E 112.71'71.01'N 42°55'06" E Δ=7°17'01" R=9,380.00' A=1,192.44'Ch=S 86°03'23" E 1,191.63'West Line of Lands described in Trustee's Deed in Doc. 20110 0 0 0 7 1 3 3Sta. 51+38.4680.00' Lt.REVISION DATE:03-13-2023REVISION MADE BY:AEBN 47°06'37" W 101.19'Sta. 51+30.1360.00' Lt.339.42' S 87°40'26" WSta. 54+69.5560.00' Lt.Sta. 201+32.2557.89' Rt.Δ=2°37'57" R=9,360.00' A=430.05'Ch=S 89°59'24" W 430.02'Sta. 54+96.8460.00' Lt.S 01°53'54" E20.01'Δ=6°33'7" R=9,360.00' A=1,070.35'Ch=S 86°25'04" E 1,069.77'28.18'N 01°53'40" W344 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019649+001" = 50'61+00615500PART OF SECTION 1 & 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyWest Line of the Southeast 14 of Section 1-36-8 South Line of the Southeast 14 of Section 1-36-8Δ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'* * * * 2,648.25' N 01°53'40" W * * * * 788.36' N 01°53'54" W Sta. 59+01.1050.04' Rt.See Sheet 7See Sheet 7for ContinuationSee Sheet 7for ContinuationSee Sheet 12for ContinuationSee Sheet 12P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 AcresP.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres347.31' N 87°40'26" E451.61' N 01°50'13" W North Line of the Northeast 14 of Section 12-36-8* * * * 2,635.41' S 87°40'26" W * * * ** * * ** * * ** * * *Sta. 54+69.5580.00' Rt.80'Proposed Right-of-WayProposed Right-of-Way 1 4 3 R D S T R E E TR I D G E R O A D J O H N S O NR O A D00060006East Line of theSouthwest 14 ofSection 1-36-8Existing Right-of-Way as Monumented and OccupiedSta. 49+97.40 60.00' Rt.Found PK Nail at 14 Section Corner asper Monument Record 200200019024Existing Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and Occupied660.00' S 01°53'03" EWest Line of the Northeast 14 of Section 12-36-8* * * * 2,647.90' N 01°53'03" W * * * *East Line of the Northwest 14 of Section 12-36-8 (No Buildings)+69.55 P.C.901.23' S 87°40'26" W35'75'35'35'35'Sta. 49+97.85143rd Street/Johnson RoadNorth-South 14 Section LineSta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge Road{ 1,897.35' N 01°54'37" W }{ 1,224.10' N 01°51'47" W }Sta. 49+97.4060.00' Rt.199+69.82 P.I.{ Curve PR143_7 }Sta. 51+22.2380.00' Rt.Sta. 198+70.5972.83' Rt.71.01'N 42°55'06" E West Line of Lands described in Trustee's Deed in Doc. 20110 0 0 0 7 1 3 3REVISION DATE:03-13-2023REVISION MADE BY:AEB* 1,235.35' N 87°40'26" E *130.14' N 01°53'54" W POB 0004PESta. 58+96.0880.00' Lt.* * 1,734.18' N 87°40'26" E * *Δ=2°37'40" R=9,380.00' A=430.20'Ch=N 88°59'16" E 430.17'331.09' N 87°40'26" ESta. 201+60.4357.90' Rt.80'20'00040004PE60'{ 752.21' N 87°40'26" E }S 47°06'37" E 112.71'Sta. 51+38.4680.00' Lt.N 47°06'37" W 101.19'Sta. 51+30.1360.00' Lt.339.42' S 87°40'26" WSta. 201+32.2557.89' Rt.Δ=2°37'57" R=9,360.00' A=430.05'Ch=S 89°59'24" W 430.02'Sta. 54+96.8460.00' Lt.S 01°53'54" E20.01'28.18'N 01°53'40" WΔ=7°17'01" R=9,380.00' A=1,192.44' Ch=S 86°03'23" E 1,191.63'Δ=6°33'7" R=9,360.00' A=1,070.35' Ch=S 86°25'04" E 1,069.77'Δ=4°27'47" R=9,380.00' A=730.67' Ch=N 87°28'00" W 730.49'0005PE-A0005ASta. 54+69.5580.00' Lt.Sta. 54+69.5560.00' Lt.Proposed Right-of-WayProposed Permanent EasementSee Sheet 13See Sheet 13for Continuation431.73' N 01°53'40" W795.43' N 01°53'40" W278.31' N 01°53'40" W 574.95' S 01°53'40" E Proposed Right-of-WayProposed Right-of-Way0003See Sheet 50001See Sheet 5 60'60'POB 0001POB 0003POB 0004POC 0004PEPOC 0005BPOC 0005PE-BPOC 0007* **Proposed Right-of-Way* * 1,099.99' N 01°53'03" W * ** 970.98' N 01°53'03" W *See Sheet 5 345 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019658+501" = 50'73+00715500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyProposed Permanent EasementNorth Line of the Northeast 14 of Section 12-36-8Proposed Right-of-WayProposed Right-of-WaySouth Line of the Southeast 14 of Section 1-36-8Δ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'* 1,235.35' N 87°40'26" E ** * * * 2,635.41' S 87°40'26" W * * * *Δ=4°27'47" R=9,380.00' A=730.67'Ch=N 87°28'00" W 730.49'788.36' N 01°53'54" W130.14' N 01°53'54" WSta. 59+01.1050.04' Rt.Sta. 65+26.52 143rd StreetNorth Line of Northeast 14 of Section 12-36-8POB 0004PESta. 58+96.0880.00' Lt.0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 Acres80'See Sheet 6 See Sheet 8 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0004See Sheet 6 0005A0005PE-A0005PE-A** *See Sheet 8for ContinuationSee Sheet 8for ContinuationSee Sheet 6for ContinuationSee Sheet 6for Continuation80'20'1 4 3 R D S T R E E T{ Curve PR143_7 }0005AΔ=7°17'01" R=9,380.00' A=1,192.40' Ch=N 86°03'23" W 1,191.63'Proposed Right-of-Way548.71' S 87°40'26" WPOB 0005ASta. 71+27.0188.71' Lt.*Proposed Permanent Easement62.49'N 02°19'34" W243.86' N 34°00'45" W378.42' S 87°40'26" WSta. 69+59.09333.30' Lt.Sta. 71+16.11150.22' Lt.POB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.201.74' S 02°19'34" E Sta. 65+96.35280.23' Lt.Sta. 66+20.5280.00' Lt.West Line of Lands described in Trustee's Deed in Doc. 201100007133 REVISION DATE:03-13-2023REVISION MADE BY:AEBSta. 54+96.8460.00' Lt.S 01°53'54" E20.01'Δ=6°33'7" R=9,360.00' A=1,070.35' Ch=S 86°25'04" E 1,069.77'Sta. 69+60.3360.00' Lt.N 87°40'26" E120.57'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'346 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019658+501" = 50'73+00715500PART OF SECTION 1 & 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyProposed Permanent EasementNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41' S 87°40'26" W * * * *788.36' N 01°53'54" W130.14' N 01°53'54" WSta. 59+01.1050.04' Rt.Sta. 65+26.52 143rd StreetNorth Line of Northeast 14 of Section 12-36-8POB 0004PESta. 58+96.0880.00' Lt.P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0005PE-A0005PE-A80'20'1 4 3 R D S T R E E T{ Curve PR143_7 }Δ=7°17'01" R=9,380.00' A=1,192.44' Ch=N 86°03'23" W 1,191.63'548.71' S 87°40'26" WPOB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.West Line of Lands described in Trustee's Deed in Doc. 201100007133 REVISION DATE:03-13-2023REVISION MADE BY:AEBSta. 54+96.8460.00' Lt.S 01°53'54" E20.01'Δ=6°33'7" R=9,360.00' A=1,070.35' Ch=S 86°25'04" E 1,069.77'Sta. 69+60.3360.00' Lt.N 87°40'26" E120.57'Proposed Right-of-WayΔ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'000680' See Sheet 8See Sheet 8for ContinuationSee Sheet 8for ContinuationProposed Right-of-WayProposed Permanent EasementΔ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'*N 02°19'34" W 62.49'243.86' N 34°00'45" W378.42' S 87°40'26" W201.74' S 02°19'34" E POB 0005ASta. 71+27.0188.71' Lt.Sta. 71+16.11150.22' Lt.Sta. 69+59.09333.30' Lt.Sta. 66+20.5280.00' Lt.Sta. 65+96.35280.23' Lt.0005A* 1,235.35' N 87°40'26" E *See Sheet 6See Sheet 6for ContinuationSee Sheet 6for Continuation0004See Sheet 6** *0005AProposed Right-of-WayΔ=4°27'47" R=9,380.00' A=730.67' Ch=N 87°28'00" W 730.49'347 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019669+001" = 50'81+50815500PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Right-of-WayProposed Right-of-WayΔ=13°33'30"R=9,220.00' A=2,181.81'Ch=S 85°32'49" E 2,176.73'498.83' S 87°40'26" W0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresSee Sheet 7 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0005A0005PE-A*See Sheet 7for ContinuationSee Sheet 9for Continuation1 4 3 R D S T R E E TSee Sheet 9 See Sheet 7for ContinuationSee Sheet 9for Continuation* 1,235.35'N 87°40'26" E *1/126/789KENDALLWILLNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41'S 87°40'26" W * * * *80' 70' 50' 20'KENDALLCOUNTYWILLCOUNTYSta. 76+35.4270.00' Lt.Sta. 76+87.4080.14' Rt.POB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.Δ=12°15'48"R=9,250.00' A=1,979.84'Ch=N 84°09'46" W 1,976.06'Δ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'0008PE0008978.91' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8 West Line of the Northwest 14 of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 of Section 12-36-8 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property173.57' N 01°57'46" W * * * ** * * * 2,647.88' S 01°57'46" E * * * *123.09'N 01°57'46" WSta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8West Line of the Southwest 14 of Section 6-36-9 * * * * 2,646.97' N 01°50'13" W * * * * * * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * * * * * ** * 276.95' N 01°57'46" W * * +33.80 P.R.C.Found 34" Iron Pipe at Section Corneras per Monument Record200200019024Found Iron Pipe at Section CornerProposed Permanent EasementProposed Right-of-WayProposed Permanent EasementPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_7 }{ Curve PR143_8 }(No Buildings)Proposed Right-of-WayPOB 0008Sta. 77+62.8850.00 Rt.62.49'N 02°19'34" W243.86' N 34°00'45" W378.42' S 87°40'26" WSta. 69+59.09333.30' Lt.Sta. 71+16.11150.22' Lt.POB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.Δ=7°17'01" R=9,380.00' A=1,192.40'Ch=N 86°03'23" W 1,191.63'Δ=12°17'31" R=9,230.00' A=1,980.15'Ch=S 85°08'55" E 1,976.36'Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8547.14' N 87°40'26" E00060008PE0008Sta. 76+04.04209.37' Lt.30.78'S 01°57'46" E 143.48' S 01°57'46" E 20.00'S 01°50'13" E* ** * 276.95' N 01°57'46" W * *548.71' S 87°40'26" WPOB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.Sta. 76+35.4270.00' Lt.123.09'N 01°57'46" WSta. 76+40.0550.00' Lt.20.52'N 01°57'46" WSta. 76+19.5750.02' Lt.Δ=0°7'38"R=9,250.00' A=20.53'Ch=N 78°58'03" W 20.53'+33.80 P.R.C.20.00'N 87°40'26" E0006PEREVISION DATE:03-13-2023REVISION MADE BY:AEBΔ=7°17'01" R=9,380.00' A=1,192.40'Ch=S 86°03'23" E 1,191.63'POB 0005ASta. 71+27.0188.71' Lt.0006120.57'N 87°40'26" ESta. 69+60.3360.00' Lt.0006 0006PE548.71' S 87°40'26" WSta. 76+40.0550.00' Lt.Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+17.3060.00' Lt.10.24'N 01°57'46" WΔ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+33.1180.00' Lt.348 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019669+001" = 50'81+50815500PART OF SECTION 1 & 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Right-of-WayProposed Right-of-WayΔ=13°33'30"R=9,220.00' A=2,181.81'Ch=S 85°32'49" E 2,176.73'0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresSee Sheet 3 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresSee Sheet 3for Continuation1 4 3 R D S T R E E TNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41'S 87°40'26" W * * * *80'KENDALLCOUNTYWILLCOUNTYSta. 76+87.4080.14' Rt.POB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.978.91' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8 West Line of the Northwest 14 of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 of Section 12-36-8 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property* * * ** * * * 2,647.88' S 01°57'46" E * * * *Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8West Line of the Southwest 14 of Section 6-36-9 * * * * 2,646.97' N 01°50'13" W * * * * * * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * * * * * ** * 276.95' N 01°57'46" W * * +33.80 P.R.C.Found 34" Iron Pipe at Section Corneras per Monument Record200200019024Found Iron Pipe at Section CornerPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_7 }{ Curve PR143_8 }(No Buildings)Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-80006* ** * 276.95' N 01°57'46" W * *548.71' S 87°40'26" WPOB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.+33.80 P.R.C.REVISION DATE:03-13-2023REVISION MADE BY:AEB0006120.57'N 87°40'26" ESta. 69+60.3360.00' Lt.0006 Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Sta. 76+33.1180.00' Lt.See Sheet 9See Sheet 9for ContinuationSee Sheet 9for ContinuationProposed Permanent Easement30.78'S 01°57'46" ESta. 76+40.0550.00' Lt.Sta. 76+19.5750.02' Lt.Δ=0°7'38"R=9,250.00' A=20.53'Ch=N 78°58'03" W 20.53'0006PE0006PE548.71' S 87°40'26" WΔ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+17.3060.00' Lt.10.24'N 01°57'46" WΔ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Proposed Right-of-Way70' 50' 20'Δ=12°15'48" R=9,250.00' A=1,979.84' Ch=S 85°09'46" E 1,976.06'0008PE0008N 01°57'46" W123.09'Δ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'Proposed Permanent EasementProposed Right-of-WayΔ=12°17'31" R=9,230.00' A=1,980.15' Ch=S 85°08'55" E 1,976.36'POB 0008Sta. 76+62.8850.00' Rt.Sta. 76+35.4270.00' Lt.N 01°57'46" W20.52'Sta. 76+40.0550.00' Lt.173.57' N 01°57'46" W 498.83' S 87°40'26" WPOB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.*N 02°19'34" W62.49'243.86' N 34°00'45" W378.42' S 87°40'26" WPOB 0005ASta. 71+27.0188.71' Lt.Sta. 71+16.11150.22' Lt.Sta. 69+59.09333.30' Lt.* 1,235.35'N 87°40'26" E *Δ=7°17'01" R=9,380.00' A=1,192.44'Ch=N 86°03'23" W 1,191.63'Δ=4°27'47"R=9,380.00' A=730.67'Ch=N 87°28'00" W 730.49'0005A0005PE-A143.48' S 01°57'46" ESta. 76+35.4270.00' Lt.N 01°57'46" W20.52'N 01°57'46" W123.09'0008PE0008349 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019676+001" = 50'88+50915500Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS 1/126/789KENDALLWILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyProposed Right-of-Way548.71' N 87°40'26" ESee Sheet 10for Continuation1 4 3 R D S T R E E TSee Sheet 10See Sheet 10for Continuation70' 50' 20'WILLCOUNTYSta. 76+08.34189.85' Lt.Δ=12°15'48" R=9,250.00' A=1,979.84' Ch=S 85°09'46" E 1,976.06'Δ=5°27'24"R=9,350.00' A=890.48'Ch=S 88°33'58" E 890.15'0008PE0008North Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8West Line of the Northwest 14of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 ofSection 12-36-8 173.57' N 01°57'46" W* * * ** * * * 2,647.88' S 01°57'46" E * * * *N 01°57'46" W123.09'West Line of the Southwest 14 of Section 6-36-9* * * * 2,646.97' N 01°50'13" W * * * ** * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * ** ** ** * 276.95' N 01°57'46" W * *+33.80 P.R.C.Found 34" Iron Pipe at SectionCorner as per MonumentRecord 200200019024Found Iron Pipe at Section CornerSta. 76+51.53 143rd StreetWest Line of the Southwest 14of Section 6-36-9KENDALL COUNTY0005See Sheet 80006See Sheet 8See Sheet 8 P.I.N. 06-03-07-100-004Parcel 0009TOTAL HOLDING62.706 AcresΔ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'933.78'S 88°18'32" WPOB 0009Sta. 87+44.8750.00' Rt.0009Proposed Permanent EasementProposed Right-of-WayPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_8 }(No Buildings)(No Buildings)Δ=12°17'31" R=9,230.00' A=1,980.15' Ch=S 85°08'55" E 1,976.36'POB 0008Sta. 76+62.8850.00' Rt.1,072.43' N 88°18'32" ESta. 76+87.4080.14' Rt.Sta. 76+35.4270.00' Lt.N 01°57'46" W20.52'Sta. 76+40.0550.00' Lt.REVISION DATE:03-13-2023REVISION MADE BY:AEB350 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019685+001" = 50'97+001015500PART OF SECTION 6/7, TOWNSHIP 36 NORTH, RANGE 9 EAST, OF THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Permanent EasementProposed Right-of-Way50'70' 20'See Sheet 9for Continuation1 4 3 R D S T R E E TSee Sheet 9See Sheet 9for ContinuationΔ=5°27'24" R=9,350.00' A=890.48' Ch=S 88°33'58" E 890.15'0008PE0008P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 AcresP.I.N. 06-03-07-100-004Parcel 0009TOTAL HOLDING62.706 AcresΔ=6°39'57"R=9,350.00' A=1087.81'Ch=N 82°30'17" W 1087.19'933.78' S 88°18'32" WPOB 0009Sta. 87+44.8750.00' Rt.00091072.43' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9South Line of the Southwest 14 of Section 6-36-9* * * * 2,066.21' N 88°18'32" E * * * *Proposed Right-of-WaySta. 96+30.5950.00' Rt.45.19'N 88°41'55" E60.00'S 88°18'32" W59.64'N 88°18'32" E48.84' N 01°58'03" W S 01°58'03" E60.00'N 88°18'32" E60.00'Sta. 1+34.0969.86' Lt.Sta. 96+75.211.16' Rt.POB 0008PESta. 1+34.1759.10' Lt.Sta. 96+30.59 70.00' Lt. 60.00'N 01°58'03" W 60'Existing Right-of-WayNorth Line of the Northeast 14 of Section 7-36-9Existing Right-of-WayEast Line of the Northwest 14 of Section 7-36-9 East Line of the Southwest 14 of Section 6-36-9 South Line of the Southeast 14 of Section 7-36-9West Line of the Northeast 14 of Section 7-36-9 West Line of the Southeast 14 of Section 6-36-9 Existing Right-of-WayDedicated as perDoc. R2016-025075* * * ** * * ** * * * 2,652.30' N 01°58'03" W * * * ** * * ** * * * 2,649.54' N 88°26'20" E * * * ** * * ** * * ** * * * 2,652.02' N 01°58'03" W * * * * Existing Right-of-Way 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyPOC 0008PESta. 1+34.610.90' Rt.{ Curve PR143_8 }+30.59 P.T.Sta. 97+00.59 Proposed Alignment - 143rd StreetSta. 1+00.00 Existing Alignment - 143rd Street{ 70.00'N 88°42'20" E }{ 2,684.71' N 88°27'20" E }(No Buildings)(No Buildings)Δ=12°17'31" R=9,230.00' A=1,980.15' Ch=S 85°08'55" E 1,976.36'103.79' N 88°41'55" ESta. 96+30.5950.00' Lt.Δ=12°15'48" R=9,250.00' A=1,979.84' Ch=N 85°09'46" W 1,976.06'Sta. 96+75.7849.99' Rt.00080008PEProposed Permanent EasementProposed Right-of-WayProposed Right-of-WaySta. 96+30.5970.00' Lt.Sta. 1+34.0969.86' Lt.103.79' N 88°41'55" ESta. 96+30.5950.00' Lt.44.03'S 88°41'55" W8.83'S 01°58'03" ESta. 96+30.5950.00' Rt.45.19'N 88°41'55" E59.64'N 88°18'32" E48.84'N 01°58'03" W N 88°18'32" E60.00'Sta. 96+75.211.16' Rt.+30.59 P.T.{ 70.00'N 88°42'20" E }Sta. 96+75.7849.99' Rt.Sta. 97+00.59 Proposed Alignment - 143rd StreetSta. 1+00.00 Existing Alignment - 143rd Street0009Existing Right-of-WayExisting Right-of-WayDedicated as perDoc. R2016-025075Existing Right-of-WaySta. 96+74.6150.01' Lt.Sta. 96+74.5158.83' Lt.10.76'S 01°58'03" EPOC 0008PESta. 1+34.610.90' Rt.351 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196187+451" = 40'196+001115400PART OF SECTION 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:-REVISION MADE BY:--R-KENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertySta. 194+18.9857.62' Rt.Sta. 189+69.0057.42' Rt.Sta. 192+80.4757.56' Rt.Sta. 194+18.9872.62' Rt.Sta. 189+69.0062.58' Lt.15.00'N 88°09'47" E311.47' N 01°50'13" W138.52' N 01°50'13" W451.61' N 01°50'13" W900.30' S 01°50'13" E60.80' N 88°08'13" E Sta. 189+69.0037.58' Lt.Sta. 189+69.0032.42' Rt.59.20' N 88°08'13" E 25.00'34.20'35.80'25.00'660.00' S 01°53'03" E* 970.98' N 01°53'03" W ** * * * 2,647.90' N 01°53'03" W * * * *310.99' S 01°53'03" E* 991.97' N 01°53'03" W ** * 1,099.97' N 01°53'03" W * *POB 0007Sta. 192+79.991.90' Lt.Proposed Right-of-WayExisting Right-of-Way as Monumented and OccupiedEast Line of the Northwest 14 of Section 12-36-8Proposed Right-of-WayExisting Right-of-Way asMonumented and OccupiedNorth Line of the South 12 of the North 12 of the Northeast 14 of Section 12-36-8 North Line of the South 220' of the North 12of the Northwest 14 of Section 12-36-8North Line of the South 12 of the Northwest 14 of Section 12-36-8North Line of the South 12 of the Northeast 14 of Section 12-36-8 South Line of the North 12 of the Northwest 14 of Section 12-36-8South Line of the North 12 of the Northeast 14 of Section 12-36-8 South Line of the North 12 of the North 12 of the Northeast 14 of Section 12-36-8 (600')(600')(2,637.22') 2,636.31' N 87°40'26" E 59.46' N 87°40'26" E 0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 Acres36'R I D G E R O A DSee Sheet 1234'62'58'73'P.I.N. 06-12-200-007Parcel 0007TOTAL HOLDING60.049 AcresP.I.N. 06-12-100-004Parcel 0001TOTAL HOLDING76.688 Acres00010007(220')*** *West Line of the Northeast 14 of Section 12-36-8599.82' S 87°29'39" W See Sheet 12for ContinuationSee Sheet 12for Continuation* * * *Found PK Nail at Center of Section12-36-8 as per Monument Record200700009867+187+45.72BeginAlignment Sta. 189+69.001.78' Lt.{ 1,224.10' N 01°51'47" W }(No Buildings)352 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196192+501" = 40'203+001215400PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-13-2023REVISION MADE BY:AEB-R-KENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertySta. 194+18.9857.62' Rt.Sta. 192+80.4757.56' Rt.Sta. 194+18.9872.62' Rt.15.00'N 88°09'47" E138.52' N 01°50'13" W451.61' N 01°50'13" W900.30' S 01°50'13" E660.00' S 01°53'03" E* 970.98' N 01°53'03" W ** * * * 2,647.90' N 01°53'03" W * * * ** * 1,099.97' N 01°53'03" W * *POB 0007Sta. 192+79.991.90' Lt.Proposed Right-of-WayExisting Right-of-Way as Monumented and OccupiedEast Line of the Northwest 14of Section 12-36-8Proposed Right-of-WayExisting Right-of-Way as Monumented and OccupiedNorth Line of the South 12 of the North 12 of the Northeast 14 of Section 12-36-8South Line of the North 12 of the North 12 of the Northeast 14 of Section 12-36-82,636.31' N 87°40'26" E 59.46'N 87°40'26" E0006P.I.N. 06-12-200-000Parcel 0006TOTAL HOLDING39.936 Acres37'R I D G E R O A DSee Sheet 1133'62'58'73'P.I.N. 06-12-100-004Parcel 0001TOTAL HOLDING76.688 Acres0001West Line of the Northeast 14of Section 12-36-8See Sheet 11for Continuation00060007See Sheet 11See Sheet 13P.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 Acres000437'33'62'58'Proposed Right-of-WayProposed Right-of-Way574.95' S 01°53'40" ESee Sheet 6for Continuation0004See Sheet 5for Continuation431.23'78.11'509.85' S 01°53'40" ESee Sheet 5See Sheet 6795.43' N 01°53'40" W710.04' N 01°53'40" W(278.31')00030003Sta. 202+17.6762.09' Lt.Sta. 201+60.4357.90' Rt.0004PEP.I.N. 06-01-300-006Parcel 0003TOTAL HOLDING4.934 AcresP.I.N. 06-01-300-005Proposed Right-of-Way Proposed Right-of-Way Proposed Permanent Easement Proposed Right-of-Way Proposed Right-of-Way 162.70' S 87°40'26" W 331.09' N 87°40'26" E * * * * 2,635.41' N 87°40'26" E * * * * South Line of the Southeast 14 of Section 1-36-8 North Line of the Northeast 14 of Section 12-36-8 910.23' S 87°40'26" W 1 4 3 R D S T R E E T J O H N S O N R O A D80'80'20'Sta. 201+39.5662.11' Lt.302.72' N 87°29'39" E 302.72' N 87°29'39" E South Line of the North 431.71' of the South 710' of the Southwest 14 of Section 1-36-8 Existing Right-of-Way as Monumented and Occupied Existing Right-of-Way as Monumented and Occupied * * * * 2,630.31' N 87°29'39" E * * * * South Line of the Southwest 14 of Section 1-36-8 North Line of the Northwest 14 of Section 12-36-8 80'60'66'* * * ** * * *Sta. 49+97.40 60.00' Rt.Found PK Nail at 14 SectionCorner as per MonumentRecord 200200019024** * * ** *See Sheet 5for Continuation785.68' N 87°29'39" E 347.31' N 87°40'26" ESee Sheet 6for ContinuationSta. 198+69.3062.17' Lt.* * ** ** * * *Existing Right-of-Way as Monumented and OccupiedEast Line of the Southwest 14of Section 1-36-8Existing Right-of-Way as Monumented and OccupiedWest Line of the Southeast 14of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * ** * 1,852.82' N 01°53'40" W * ** * * 1,938.21' N 01°53'40" W * * *(431.73')Sta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge RoadSta. 49+97.85 143rd Street/Johnson RoadNorth-South 14 Section LineSee Sheet 13for ContinuationSee Sheet 13for ContinuationPOB 0001POB 0003POB 0004POC 0005BPOC 0005PE-BPOC 0007{ 1,224.10' N 01°51'47" W }Sta. 202+18.292.09' Lt.{ 1,897.35'N 01°54'37" W }+69.82 P.I.{ 752.21' N 87°40'26" E }(No Buildings)(No Buildings)(No Buildings)Sta. 48+87.2280.35' Rt.7 0 . 3 0 ' S 4 7 ° 1 0 ' 1 3 " E Sta. 48+58.3060.00' Lt.113.57' S 42°53'23" WSta. 198+70.5972.83' Rt.Sta. 51+22.2380.00' Rt.1 1 2 . 7 1 ' S 4 7 ° 0 6 ' 3 7 " E71.01' N 42°55'06" ESta. 51+38.4680.00' Lt.1 0 1 . 1 9 ' N 4 7 ° 0 6 ' 3 7 " WSta. 51+30.1360.00' Lt.Sta. 201+32.2557.89' Rt.339.42' S 87°40'26" W 28.18'N 01°53'40" W353 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196199+001" = 40'211+001315400PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-23-2023REVISION MADE BY:AEB-R-KENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyR I D G E R O A D0001See Sheet 12 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresSee Sheet 12 P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 Acres0002B0005B000437'Existing Right-of-Way asMonumented and OccupiedEast Line of the Southwest 14of Section 1-36-8Existing Right-of-Way asMonumented and OccupiedWest Line of the Southeast 14of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * ** * 1,852.82' N 01°53'40" W * ** * * 1,938.21' N 01°53'40" W * * *33'295.62' S 01°53'40" E381.60' S 01°53'40" ES 88°05'23" W 60.00'N 88°05'23" E 60.00' 25.00'35.00'35.00'25.00'295.59' N 01°53'40" W380.98' N 01°53'40" W60'60'Sta. 210+31.0058.14' Rt.POB 0005PE-BSta. 210+31.0033.14' Rt.Sta. 210+31.001.86' Lt.Sta. 210+31.0061.86' Lt.Sta. 210+31.0036.86' Lt.Sta. 207+35.3858.06' Rt.POB 0005BSta. 207+35.421.94' Lt.POB 0002BSta. 206+50.031.97' Lt.Sta. 206+49.4061.97' Lt.* * ** *Proposed Right-of-WayProposed Right-of-WayS 88°07'23" W 60.00' N 87°29'39" E 60.00' 302.72' N 87°29'39" E North Line of the South 710' of the Southwest 14 of Section 1-36-8574.95' S 01°53'40" ESee Sheet 6for Continuation00040006See Sheet 12 See Sheet 5for Continuation431.23'78.11'509.85' S 01°53'40" ESee Sheet 14 See Sheet 5See Sheet 6795.43' N 01°53'40" W710.04' N 01°53'40" W(431.73')(278.31')00030003Sta. 202+17.6762.09' Lt.0004PEP.I.N. 06-01-300-006Parcel 0003TOTAL HOLDING4.934 AcresP.I.N. 06-01-300-005Proposed Right-of-Way Proposed Right-of-WayProposed Permanent EasementProposed Right-of-Way Proposed Right-of-Way162.70' S 87°40'26" W331.09' N 87°40'26" E* * * * 2,635.41' N 87°40'26" E * * * *South Line of the Southeast 14 of Section 1-36-8North Line of the Northeast 14 of Section 12-36-8 910.23' S 87°40'26" W1 4 3 R D S T R E E T J O H N S O N R O A D80'80'20'Sta. 201+39.5662.11' Lt.Sta. 46+96.2260.11' Lt.302.72' N 87°29'39" E302.72' N 87°29'39" ESouth Line of the North 431.71' of the South710' of the Southwest 14 of Section 1-36-8 710.04' N 01°53'40" W(278.31')(431.73')Existing Right-of-Way asMonumented and OccupiedExisting Right-of-Way as Monumented and Occupied* * * * 2,630.31' N 87°29'39" E * * * *South Line of the Southwest 14of Section 1-36-8North Line of the Northwest 14of Section 12-36-8120.95' S 01°53'40" E80'60'66'* * * ** * * *Sta. 49+97.4060.00' Rt.Found PK Nail at 14Section Corner as perMonument Record200200019024* * ** * * ** *Sta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge RoadSta. 49+97.85 143rd Street/Johnson RoadNorth-South 14 Section LineWest Line of the East 302.7' of the Southwest 14 of Section 1-36-80001See Sheet 5Sta. 202+18.292.09' Lt.{ 1,897.35' N 01°54'37" W }+69.82 P.I.{ 752.21' N 87°40'26" E }(No Buildings)(No Buildings)(No Buildings)113.57' S 42°53'23" WSta. 48+58.3060.00' Lt.Sta. 201+60.4357.90' Rt.112.71' S 47°06'37" E POB 0001POB 0003POB 0004POC 0005BPOC 0005PE-BPOC 0007South Line of Lands described in Trustee's Deed in Doc. 201100 0 0 7 1 3 3 101.19' N 47°06'37" WSta. 51+30.1360.00' Lt.Sta. 201+32.2557.89' Rt.339.42' S 87°40'26" W 28.18'N 01°53'40" WSta. 51+38.4680.00' Lt.354 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196206+001" = 40'217+001415400PART OF SECTION 1, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:-REVISION MADE BY:--R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property* * * ** ** * *R I D G E R O A D0003See Sheet 13P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresSee Sheet 13 P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 Acres0002B0005B000437'Existing Right-of-Way as Monumented and OccupiedEast Line of the Southwest 14of Section 1-36-8Existing Right-of-Way as Monumented and OccupiedWest Line of the Southeast 14of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * ** * 1,852.82' N 01°53'40" W * ** * * 1,938.21' N 01°53'40" W * * *33'295.62' S 01°53'40" E381.60' S 01°53'40" ES 88°05'23" W 60.00'N 88°05'23" E 60.00' 25.00'35.00'35.00'25.00'295.59' N 01°53'40" W380.98' N 01°53'40" W60'60'Sta. 210+31.0058.14' Rt.POB 0005PE-BSta. 210+31.0033.14' Rt.Sta. 210+31.001.86' Lt.Sta. 210+31.0061.86' Lt.Sta. 210+31.0036.86' Lt.Sta. 207+35.3858.06' Rt.POB 0005BSta. 207+35.421.94' Lt.POB 0002BSta. 206+50.031.97' Lt.Sta. 206+49.4061.97' Lt.* * ** *Proposed Right-of-WayProposed Right-of-WayS 88°07'23" W60.00'N 87°29'39" E60.00'901.15' N 88°07'23" E 302.72' N 87°29'39" E North Line of the South 710' of theSouthwest 14 of Section 1-36-800' S 01°53'40" ESee Sheet 13for ContinuationSee Sheet 13for ContinuationCenter of Section 1-36-8{ 1,597.35' N 01°54'37" W }0005PE-B1,558.08' S 01°53'40" E1,557.73' N 01°53'40" WNorth Line of the Southeast 14 of Section 1-36-825.00'N 87°16'59" E35'35'25'25'South Line of Lands described in Trustee's Deed in Doc. 201100007133 355 EASEMENT ACQUISITION AGREEMENT (PARCEL 0004PE) WITNESSETH: This Easement Acquisition Agreement (“Agreement”) is made and entered into as of this ______ day of ___________________, 2023, by and between the Village of Plainfield, an Illinois Home Rule Municipal Corporation (“Village”) and the Chicago Trust Company, successor to Wayne Hummer Trust Company as Trustee under Trust Agreement dated May 16, 2007, known as Trust No. HBT – 2398 ("Owner"). WHEREAS, the Village and Owner (as successor owner) are parties to an Annexation Agreement dated April 5, 2004, pursuant to Ordinance No. 2394 (the “Annexation Agreement”); and WHEREAS, the Annexation Agreement governed property with PIN #06-01-400- 003 (the “Owner Property”); and WHEREAS, the Annexation Agreement contemplated a mixed use residential development of the Owner Property; and WHEREAS, the Annexation Agreement expires on April 5, 2024; and WHEREAS, the Village and Owner do not anticipate that the Owner Property will develop for the purposes contemplated by the Annexation Agreement during the term thereof; and WHEREAS, in the meantime, Village has been and is in the process of coordinating and constructing various improvements to that portion of 143rd Street, located within the corporate limits of Village or under Village jurisdiction; and WHEREAS, in connection therewith, Village will from time to time need to acquire additional easements from property owners adjacent to 143rd Street as it presently exists or as it is contemplated to be improved by the Village; and WHEREAS, Owner is one such owner, and the Owner Property is one such property; and WHEREAS, Owner Property is legally described and/or depicted on Exhibit A; and 356 WHEREAS, Owner and Village acknowledge that the Village desires to acquire an easement over a portion of the Owner Property for public roadway purposes and for public utility purposes for the purpose of constructing future improvements to 143rd Street and public utility improvements; WHEREAS, the portion of the Owner Property over which the Village seeks a public roadway and public utility easement is legally described and/or otherwise depicted in Exhibit B (the “143rd Street Easement Property”), a copy of which is attached hereto and incorporated herein by reference; and WHEREAS, (a) Owner is willing to grant an easement to the Village over the 143rd Street Easement Property for public roadway purposes and for public utility purposes for the purpose of constructing future improvements to 143rd Street and public utility improvements, and (b) in exchange, the Village is willing to relieve Owner of any and all remaining Owner obligations in the Annexation Agreement; NOW, THEREFORE, in consideration of the mutual covenants and promises hereinafter set forth, and for other good and valuable consideration, the receipt and sufficiency of which is hereby mutually acknowledged, Owner and Village hereby agree as follows: 1. Recitals. The foregoing recitals are incorporated into this Agreement as if fully set forth in this Section 1. 2. Grant of Easement. Subject to the terms and provisions of this Agreement, Owner hereby grants to Village a perpetual easement over the 143rd Street Easement Property described and depicted in Exhibit B for public roadway and public utility purposes, including but not limited to the purposes of the use, operation, construction, reconstruction, extension, widening, enlargement, maintenance and improvement of public roadway improvements and appurtenances, storm sewer, drainage, sanitary sewer, potable water, and other Village public utility improvements therein, and also for the purposes of public utilities operating within the Village by franchise or like agreement, including but not limited to Commonwealth Edison Company, Nicor, AT&T, and the local franchised cable operator to construct, install, maintain, renew and operate all such utility installations and appurtenances necessary and appropriate to provide their respective services, provided, that all such franchised public utility installations shall be located underground unless otherwise approved in writing by the Village. Contemporaneously with the execution of this Agreement, Owner shall execute and deliver to the Village a plat of public roadway and utility easement of and for the 143rd Street Easement Property, to be prepared by and at the expense of, the Village, conforming to the provisions of this Agreement, substantially in the form attached hereto and incorporated herein collectively as Exhibit C. 357 Owner acknowledges that from and after the date first above named, it shall not construct or place any buildings, structures, permanent improvements or obstructions of any kind within any portion of the 143rd Street Easement Property. 3. Construction Damage. Without otherwise limiting, modifying or affecting any other provision of this Agreement, the Village shall, at its sole cost and expense, repair and restore any damage to property owned by Owner located outside of the 143rd Street Easement Property resulting from construction activities undertaken by the Village or such relevant franchised public utility. In addition, in the event the construction activity damages previously planted crops by Owner’s tenant, Village will reimburse Owner for the value of any damaged crops as reasonably determined by Owner and Owner’s tenant. 4. Ownership of Improvements. From and after the date first above named, Village shall at all times retain title to, ownership of and control over all improvements of any nature or kind constructed or located by Village within the 143rd Street Easement Property as contemplated by the provisions of this Agreement, whether presently existing or hereinafter constructed. 5. Indemnification. Village hereby indemnifies, defends and holds harmless Owner and its officers, directors, employees and agents of and from any and all liabilities, claims, damages, costs, expenses or judgments resulting from Village’s use of the 143rd Street Easement Property as contemplated herein. 6. Notice of Work. Except in bona fide emergency situations, Village or any relevant franchised public utility shall provide Owner with reasonable notice of its intention to commence construction activities within the 143rd Street Easement Property. 7. Successors. This Agreement and the right of way to be granted pursuant hereto shall bind and inure to the benefit of Owner and Village, and their respective successors, assigns and grantees, and shall be deemed to constitute covenants running with Owner’s Property. 8. Amendment to Annexation Agreement. Promptly upon the execution of this Agreement, the parties shall amend the Annexation Agreement pursuant to the procedures set forth in 65 ILCS 5/11-15.1-3. The amendment shall relieve Owner of any and all remaining obligations under the Annexation Agreement, including, but not limited to those provisions which would require Owner to construct roadway improvements to 143rd Street; and any rights the Village would have to collect or impose any recapture fee or other fee designed and intended to reimburse the Village for the costs of constructing 358 roadway improvements or water main improvements within the 143rd Street Easement Property. IN WITNESS WHEREOF, Owner and Village have executed this Agreement all as of the date and year first above named. “Owner” _____________________________________ BY:___________________________________ STATE OF ILLINOIS ) ) SS. COUNTY OF _______ ) I, the undersigned, a Notary Public in and for said County, in the state aforesaid, do hereby certify that ________________________ personally known to me to be the ________________ of __________________________, and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that as such _______________, ____ signed and delivered the said instrument as ___ free and voluntary act, and as the free and voluntary act and deed of said limited liability company, for the uses and purposes therein set forth. Given under my hand and Notarial Seal this _____ day of ___________________, 2023. ___________________________________ Notary Public My commission expires on __________________. 359 “VILLAGE” 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, ____________________________, a notary public in and for said County and State, certify that John F. Argoudelis, personally known to me to be the Village President of the Village of Plainfield, Illinois, and Michelle Gibas, personally known to me to be the Clerk of said Village, and whose names are subscribed to this instrument, appeared before me this day in person and severally acknowledged before me that as such President and Clerk of the said Village they signed and delivered the said instrument and caused the corporate seal of the Village to be affixed thereto, pursuant to authority given therefor by the Board of Trustees of said Village, as their free and voluntary act and as the free and voluntary act of said Village, for the uses and purposes therein set forth. Given under my hand and seal this ______ day of ____________, 2023. ____________________________________ Notary Public 360 Exhibit A—Legal Description/Depiction of Owner Property See attached legal description. 361 362 Exhibit B—Legal description/depiction of 143rd Street Easement Property Route: 143rd Street (West Extension) Section No.: - Job No.: R- County: Kendall Parcel: 0004PE Sta. 201+60.43 to Sta. 58+96.84 Index No.: 06-01-400-003 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, in Kendall County, Illinois, bearings and distances based on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment), with a combined factor of 0.999975, described as follows: Commencing at the Southwest corner of the Southeast quarter of said Section 1; thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing of North 87 degrees 40 minutes 26 seconds East along the South line of the Southeast quarter of said Section 1, a distance of 901.23 feet to a point on the West line of lands described in Trustee’s Deed recorded as Document 201100007133; thence North 01 degrees 53 minutes 54 seconds West along said West line, a distance of 130.14 feet to the point of beginning; thence South 01 degrees 53 minutes 54 seconds East along said West line, a distance of 20.01 feet; thence along an arc to the Left, having a radius of 9,360.00 feet, an arc length of 430.05 feet, and a chord bearing South 89 degrees 59 minutes 24 seconds West, a distance of 430.02 feet; thence South 87 degrees 40 minutes 26 seconds West, a distance of 339.42 feet; thence North 47 degrees 06 minutes 37 seconds West, a distance of 101.19 feet; thence North 01 degrees 53 minutes 40 seconds West, a distance of 28.18 feet; thence South 47 degrees 06 minutes 37 seconds East, a distance of 112.71 feet; thence North 87 degrees 40 minutes 26 seconds East, a distance of 331.09 feet; thence along an arc to the Right, having a radius of 9,380.00 feet, an arc length of 430.20 feet, and a chord bearing North 88 degrees 59 minutes 16 seconds East, a distance of 430.17 feet to the point of beginning, in Kendall County, Illinois. Said parcel containing 0.401 Acres, more or less. 363 Exhibit C—143rd Street Easement Property Plat See attached plat. 364 Route: 143rd Street (West Extension) Section No.: - Job No.: R- County: Kendall Parcel: 0004PE Sta. 201+60.43 to Sta. 58+96.84 Index No.: 06-01-400-003 That part of the Southeast quarter of Section 1, Township 36 North, Range 8, East of the Third Principal Meridian, in Kendall County, Illinois, bearings and distances based on the Illinois State Plane Coordinate System, East Zone, NAD83 (2011 Adjustment), with a combined factor of 0.999975, described as follows: Commencing at the Southwest corner of the Southeast quarter of said Section 1; thence on an Illinois Coordinate System NAD 83 (2011) East Zone, bearing of North 87 degrees 40 minutes 26 seconds East along the South line of the Southeast quarter of said Section 1, a distance of 901.23 feet to a point on the West line of lands described in Trustee’s Deed recorded as Document 201100007133; thence North 01 degrees 53 minutes 54 seconds West along said West line, a distance of 130.14 feet to the point of beginning; thence South 01 degrees 53 minutes 54 seconds East along said West line, a distance of 20.01 feet; thence along an arc to the Left, having a radius of 9,360.00 feet, an arc length of 430.05 feet, and a chord bearing South 89 degrees 59 minutes 24 seconds West, a distance of 430.02 feet; thence South 87 degrees 40 minutes 26 seconds West, a distance of 339.42 feet; thence North 47 degrees 06 minutes 37 seconds West, a distance of 101.19 feet; thence North 01 degrees 53 minutes 40 seconds West, a distance of 28.18 feet; thence South 47 degrees 06 minutes 37 seconds East, a distance of 112.71 feet; thence North 87 degrees 40 minutes 26 seconds East, a distance of 331.09 feet; thence along an arc to the Right, having a radius of 9,380.00 feet, an arc length of 430.20 feet, and a chord bearing North 88 degrees 59 minutes 16 seconds East, a distance of 430.17 feet to the point of beginning, in Kendall County, Illinois. Said parcel containing 0.401 Acres, more or less. 365 IDOT USE ONLYPRINTED BY THE AUTHORITYOF THE STATE OF ILLINOISMC HENRYLAKEKANECOOKDU PAGEWILLLOCATION OF SECTION INDICATED THUS: -DISTRICT HEADQUARTERS: -SCHAUMBURGLOCATION MAPJOHNSON ROADBegin ImprovementsSta. 34+98143rd STREETEnd ImprovementsSta. 27+84RIDGE ROADBegin ImprovementsSta. 187+45RIDGE ROADEnd ImprovementsSta. 218+67JOHNSON ROAD - 143rd STREETSta. 50+00143rd STREETSta. 97+00 / Sta. 1+00366 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196-1" = 150'-2151500PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD · CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 · FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 150'GRAPHIC SCALEFEETREVISION DATE:-REVISION MADE BY:--R-PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS 1/126/789KENDALLWILLKENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property{ Curve PR143_7 }{ Curve PR143_8 }{ Curve PR143_3 }{ Curve PR143_4 }54+69.55 P.C. 76+33.80 P.R.C. 96+30.59 P.T. 97+00.59 P.I. 27+84.71 End Alignment +34+98.77Begin Alignment42+03.77P.C.44+57.61P.R.C.47+17.34P.T,187+45.72Begin Alignment 218+67.17 End Alignment { 705.00' N 87°30'34" E }{ 500.21' N 87°27'48" E }{ 752.21' N 87°40'26" E }{ 1,244.10' N 01°51'47" W }{ 1,897.35' N 01°54'37" W }{ 70.00'N 88°42'20" E }{ 2,684.71' N 88°27'20" E }{ 1,224.10' N 01°51'47" W }{ 1,897.35' N 01°54'37" W }{ 752.21' N 87°40'26" E }{ 500.21' N 87°27'48" E }Sta. 50+00.00 Johnson Road/143rd StreetSta. 200+00.00 Ridge RoadSta. 97+00.59 Proposed AlignmentSta. 1+00.00 Existing AlignmentJ O H N S O N R O A D1 4 3 r d S T R E E TR I D G E R O A D 1 4 3 r d S T R E E TR I D G E R O A DJ O H N S O NR O A D1 4 3 r dS T R E E T Sta. 50+00.00 Johnson Road/143rd StreetSta. 200+00.00 Ridge RoadSta. 199+69.51 Ridge RoadSta. 799+99.63 Existing AlignmentSta. 42+03.77 Proposed AlignmentSta. 792+05.00 Existing Alignment794+99.41P.I.{ 294.41'N 87°34'19" E }Sta. 199+69.51 Ridge RoadSta. 799+99.63 Existing Alignment367 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196-N.T.S.-315PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD · CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 · FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS 1/126/789KENDALLWILLKENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property368 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019634+981" = 50'46+00415500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:-REVISION MADE BY:--R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property{ Curve PR143_3 }Δ=7°7'35"R=1,990.00' A=247.51'Ch=N 83°56'46" E 247.35'Δ=7°17'28"R=2,110.00' A=268.50;Ch=N 84°01'42" E 268.32'* * * * 2,630.31' N 87°29'39" E * * * *2,576.42' N 01°53'40" W 705.00' N 87°30'34" E785.68' N 87°29'39" E89.66' N 02°29'26" WExisting Right-of-Way as Monumented and OccupiedNorth Line of the Northwest 14 of Section 12-36-8Existing Right-of-Way as Monumented and OccupiedSouth Line of the Southwest 14 of Section 1-36-8* * * *Found 34" Iron Pipe at Section Corner asper Monument Record 200200019024East Line of the Southwest 14 of the Southwest 14 of Section 1-36-8West Line of the Southeast 14 of the Southwest 14 of Section 1-36-8 Sta. 43+55.3569.96' Lt.Sta. 41+00.0260.00' Lt.J O H N S O N R O A DSee Sheet 5Sta. 41+00.0249.66 Rt.Sta. 41+00.0229.66' Rt.Sta. 41+00.0236.34' Lt.Sta. 34+98.77Begin Alignment 895.91' S 87°29'39" W593.20' S 87°29'39" W20.00'S 02°29'26" E+03.77 P.C. +57.61 P.R.C .See Sheet 5for ContinuationP.I.N. 06-12-100-004(Lands Described in Sheriff's Deed in Sheriff's SaleRec. August 11, 2011 as Doc. 201100014359)Parcel 0001TOTAL HOLDING76.688 Acres0001P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 Acres0002ASee Sheet 5for Continuation{ 705.00' N 87°30'34" E }{ Curve PR143_4 }30'36'71'(No Buildings)(No Buildings)Proposed Right-of-WayProposed Right-of-WaySta. 41+03.1660.00' Lt.3.15'N 87°30'34" E369 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019642+001" = 50'54+00515500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-13-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyWest Line of the Southeast 14 of Section 1-36-8 South Line of the Southeast 14 of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * * See Sheet 6 See Sheet 13for ContinuationSee Sheet 12for ContinuationSee Sheet 12See Sheet 13451.61' N 01°50'13" W 574.95' S 01°53'40" E North Line of the Northeast 14 of Section 12-36-8* * * * 2,635.41' N 87°40'26" E * * * ** * * ** * * ** * * *Proposed Right-of-Way Proposed Right-of-Way Proposed Right-of-Way Proposed Right-of-Way 1 4 3 R D S T R E E TR I D G E R O A D J O H N S O N R O A D0006East Line of the Southwest 14 of Section 1-36-8Existing Right-of-Way as Monumented and Occupied Sta. 49+97.40 60.00' Rt.Found PK Nail at 14 SectionCorner as per MonumentRecord 200200019024Existing Right-of-Way as Monumented and Occupied Existing Right-of-Way as Monumented and Occupied Existing Right-of-Way as Monumented and Occupied 660.00' S 01°53'03" E * * 1,099.99' N 01°53'03" W * * West Line of the Northeast 14 of Section 12-36-8 * * * * 2,647.90' N 01°53'03" W * * * * East Line of the Northwest 14 of Section 12-36-8 431.73' N 01°53'40" W 795.43' N 01°53'40" W60'35'75'35'35'35'60'Sta. 49+97.85143rd Street/Johnson RoadNorth-South 14 Section LineSta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge RoadSee Sheet 12for ContinuationSee Sheet 13for ContinuationSee Sheet4{ Curve PR143_3 }* * * * 2,630.31' N 87°29'39" E * * * *785.68' N 87°29'39" EExisting Right-of-Way as Monumented and OccupiedNorth Line of the Northwest 14 of Section 12-36-8Existing Right-of-Way as Monumented and OccupiedSouth Line of the Southwest 14 of Section 1-36-8895.91' S 87°29'39" W593.20' S 87°29'39" W+03.77P.C.+57.61 P.R.C.P.I.N. 06-12-100-004(Lands Described in Sheriff's Deed in Sheriff's SaleRec. August 11, 2011 as Doc. 201100014359)Parcel 0001TOTAL HOLDING76.688 Acres0001P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 Acres0002A{ Curve PR143_4 }30'36'(No Buildings)(No Buildings)Proposed Right-of-WayProposed Right-of-Way80'302.72' N 87°29'39" E710.04' N 01°53'40" W 278.31' N 01°53'40" W 120.95' S 01°53'40" E 431.73' N 01°53'40" W 302.72' N 87°29'39" E162.70' S 87°40'26" WSta. 46+96.2260.11' Lt.Sta. 201+39.5662.11' Lt.Sta. 202+17.6762.09' Lt.Sta. 48+87.2280.35' Rt.Sta. 198+7035972.83' Rt.Sta. 201+60.4357.90' Rt.Sta. 51+38.4680.00' Lt.331.09' N 87°40'26" EProposed Permanent Easement00040004PEProposed Right-of-WayProposed Right-of-WayP.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 AcresP.I.N. 06-01-300-006Parcel 0003TOTAL HOLDING4.934 AcresP.I.N. 06-01-300-005(No Buildings)00030003(No Buildings)See Sheet 6for ContinuationSee Sheet 6for Continuation347.31' N 87°40'26" E* * 901.23' S 87°40'26" W * ** *80'80'20'900.30' S 01°50'13" E 278.31' N 01°53'40" W 431.73' S 01°53'40" E78.11' S 01°53'40" E 509.85' N 01°53'40" W * * * ** 970.98' N 01°53'03" W ** **South Line of the North 431.71'of the South 710' of theSouthwest 14 of Section 1-36-8West Line of the East 302.7' of the Southwest 14 of Section 1-36-8POB 0002ASta. 46+93.9960.82' Lt.+17.34 P.T.POB 0001POB 0003POB 0004POC 0004PEPOC 0005BPOC 0005PE-BPOC 0007Sta. 202+18.29 2.09' Lt.199+69.82 P.I.{ 752.21' N 87°40'26" E }{ 1,897.35' N 01°54'37" W } { 1,224.10' N 01°51'47" W }Sta. 49+97.4060.00' Rt.Sta. 198+69.3062.17' Rt.S 47°10'17" E70.30'Sta. 51+22.2380.00' Rt.N 4 2 ° 5 5 ' 0 6 " E 7 1 . 0 1 'Δ=7°7'35"R=1,990.00' A=247.51'Ch=N 83°56'46" E 247.35'Δ=7°17'28"R=2,110.00' A=268.50Ch=N 84°01'42" E 268.32'Sta. 43+55.3569.96' Lt.71'Sta. 46+21.8762.29' Lt.76.60'N 87°40'26" ESta. 48+58.3060.00' Lt.1 1 3 . 5 7 ' S 4 2 ° 5 3 ' 2 3 " W112.71' S 47°06'37" E101.19' N 47°06'37" WSta. 51+30.1360.00' Lt.Sta. 201+32.25 57.89' Rt.28.18'N 01°53'40" W339.42' S 87°40'26" W370 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019649+001" = 50'61+00615500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyWest Line of the Southeast 14 of Section 1-36-8 South Line of the Southeast 14 of Section 1-36-8Δ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'* 1,235.35' N 87°40'26" E ** * * * 2,648.25' N 01°53'40" W * * * *Δ=4°27'47" R=9,380.00' A=730.67'Ch=N 87°28'00" W 730.49'788.36' N 01°53'54" W 130.14' N 01°53'54" W Sta. 59+01.1050.04' Rt.POB 0004PESta. 58+96.0880.00' Lt.See Sheet 7 0003See Sheet 5 ** * 1,734.18' N 87°40'26" E * ** *See Sheet 7for ContinuationSee Sheet 7for ContinuationSee Sheet 13for ContinuationSee Sheet 12for Continuation0001See Sheet 5 See Sheet 5See Sheet 12See Sheet 13P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 AcresP.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresΔ=2°37'40" R=9,380.00' A=430.20'Ch=N 88°59'16" E 430.17'347.31' N 87°40'26" E331.09' N 87°40'26" E451.61' N 01°50'13" W 574.95' S 01°53'40" E North Line of the Northeast 14 of Section 12-36-8* * * * 2,635.41' S 87°40'26" W * * * ** * * ** * * ** * * *Sta. 54+69.5580.00' Lt.Sta. 54+69.5580.00' Rt.Sta. 201+60.4357.90' Rt.80'80'20'Proposed Permanent EasementProposed Right-of-WayProposed Right-of-WayProposed Right-of-Way Proposed Right-of-WayProposed Right-of-Way Proposed Right-of-Way1 4 3 R D S T R E E TR I D G E R O A D J O H N S O NR O A D0005A000600040005PE-A0004PE00040006East Line of theSouthwest 14 ofSection 1-36-8Existing Right-of-Way as Monumented and OccupiedSta. 49+97.40 60.00' Rt.Found PK Nail at 14 Section Corner asper Monument Record 200200019024Existing Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and Occupied660.00' S 01°53'03" E* * 1,099.99' N 01°53'03" W * *West Line of the Northeast 14 of Section 12-36-8* * * * 2,647.90' N 01°53'03" W * * * *East Line of the Northwest 14 of Section 12-36-8 278.31' N 01°53'40" W 431.73' N 01°53'40" W795.43' N 01°53'40" W (No Buildings)+69.55 P.C.901.23' S 87°40'26" W60'35'75'35'35'35'60'60'POB 0001POB 0003POB 0004POC 0004PEPOC 0005BPOC 0005PE-BPOC 0007Sta. 49+97.85143rd Street/Johnson RoadNorth-South 14 Section LineSta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge Road* *** 970.98' N 01°53'03" W *{ 752.21' N 87°40'26" E }{ 1,897.35' N 01°54'37" W }{ 1,224.10' N 01°51'47" W }Sta. 49+97.4060.00' Rt.199+69.82 P.I.{ Curve PR143_7 }Sta. 51+22.2380.00' Rt.Sta. 198+70.5972.83' Rt.S 47°06'37" E 112.71'71.01'N 42°55'06" E Δ=7°17'01" R=9,380.00' A=1,192.44'Ch=S 86°03'23" E 1,191.63'West Line of Lands described in Trustee's Deed in Doc. 20110 0 0 0 7 1 3 3Sta. 51+38.4680.00' Lt.REVISION DATE:03-13-2023REVISION MADE BY:AEBN 47°06'37" W 101.19'Sta. 51+30.1360.00' Lt.339.42' S 87°40'26" WSta. 54+69.5560.00' Lt.Sta. 201+32.2557.89' Rt.Δ=2°37'57" R=9,360.00' A=430.05'Ch=S 89°59'24" W 430.02'Sta. 54+96.8460.00' Lt.S 01°53'54" E20.01'Δ=6°33'7" R=9,360.00' A=1,070.35'Ch=S 86°25'04" E 1,069.77'28.18'N 01°53'40" W371 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019649+001" = 50'61+00615500PART OF SECTION 1 & 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyWest Line of the Southeast 14 of Section 1-36-8 South Line of the Southeast 14 of Section 1-36-8Δ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'* * * * 2,648.25' N 01°53'40" W * * * * 788.36' N 01°53'54" W Sta. 59+01.1050.04' Rt.See Sheet 7See Sheet 7for ContinuationSee Sheet 7for ContinuationSee Sheet 12for ContinuationSee Sheet 12P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 AcresP.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres347.31' N 87°40'26" E451.61' N 01°50'13" W North Line of the Northeast 14 of Section 12-36-8* * * * 2,635.41' S 87°40'26" W * * * ** * * ** * * ** * * *Sta. 54+69.5580.00' Rt.80'Proposed Right-of-WayProposed Right-of-Way 1 4 3 R D S T R E E TR I D G E R O A D J O H N S O NR O A D00060006East Line of theSouthwest 14 ofSection 1-36-8Existing Right-of-Way as Monumented and OccupiedSta. 49+97.40 60.00' Rt.Found PK Nail at 14 Section Corner asper Monument Record 200200019024Existing Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and OccupiedExisting Right-of-Way as Monumented and Occupied660.00' S 01°53'03" EWest Line of the Northeast 14 of Section 12-36-8* * * * 2,647.90' N 01°53'03" W * * * *East Line of the Northwest 14 of Section 12-36-8 (No Buildings)+69.55 P.C.901.23' S 87°40'26" W35'75'35'35'35'Sta. 49+97.85143rd Street/Johnson RoadNorth-South 14 Section LineSta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge Road{ 1,897.35' N 01°54'37" W }{ 1,224.10' N 01°51'47" W }Sta. 49+97.4060.00' Rt.199+69.82 P.I.{ Curve PR143_7 }Sta. 51+22.2380.00' Rt.Sta. 198+70.5972.83' Rt.71.01'N 42°55'06" E West Line of Lands described in Trustee's Deed in Doc. 20110 0 0 0 7 1 3 3REVISION DATE:03-13-2023REVISION MADE BY:AEB* 1,235.35' N 87°40'26" E *130.14' N 01°53'54" W POB 0004PESta. 58+96.0880.00' Lt.* * 1,734.18' N 87°40'26" E * *Δ=2°37'40" R=9,380.00' A=430.20'Ch=N 88°59'16" E 430.17'331.09' N 87°40'26" ESta. 201+60.4357.90' Rt.80'20'00040004PE60'{ 752.21' N 87°40'26" E }S 47°06'37" E 112.71'Sta. 51+38.4680.00' Lt.N 47°06'37" W 101.19'Sta. 51+30.1360.00' Lt.339.42' S 87°40'26" WSta. 201+32.2557.89' Rt.Δ=2°37'57" R=9,360.00' A=430.05'Ch=S 89°59'24" W 430.02'Sta. 54+96.8460.00' Lt.S 01°53'54" E20.01'28.18'N 01°53'40" WΔ=7°17'01" R=9,380.00' A=1,192.44' Ch=S 86°03'23" E 1,191.63'Δ=6°33'7" R=9,360.00' A=1,070.35' Ch=S 86°25'04" E 1,069.77'Δ=4°27'47" R=9,380.00' A=730.67' Ch=N 87°28'00" W 730.49'0005PE-A0005ASta. 54+69.5580.00' Lt.Sta. 54+69.5560.00' Lt.Proposed Right-of-WayProposed Permanent EasementSee Sheet 13See Sheet 13for Continuation431.73' N 01°53'40" W795.43' N 01°53'40" W278.31' N 01°53'40" W 574.95' S 01°53'40" E Proposed Right-of-WayProposed Right-of-Way0003See Sheet 50001See Sheet 5 60'60'POB 0001POB 0003POB 0004POC 0004PEPOC 0005BPOC 0005PE-BPOC 0007* **Proposed Right-of-Way* * 1,099.99' N 01°53'03" W * ** 970.98' N 01°53'03" W *See Sheet 5 372 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019658+501" = 50'73+00715500PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyProposed Permanent EasementNorth Line of the Northeast 14 of Section 12-36-8Proposed Right-of-WayProposed Right-of-WaySouth Line of the Southeast 14 of Section 1-36-8Δ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'* 1,235.35' N 87°40'26" E ** * * * 2,635.41' S 87°40'26" W * * * *Δ=4°27'47" R=9,380.00' A=730.67'Ch=N 87°28'00" W 730.49'788.36' N 01°53'54" W130.14' N 01°53'54" WSta. 59+01.1050.04' Rt.Sta. 65+26.52 143rd StreetNorth Line of Northeast 14 of Section 12-36-8POB 0004PESta. 58+96.0880.00' Lt.0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 Acres80'See Sheet 6 See Sheet 8 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0004See Sheet 6 0005A0005PE-A0005PE-A** *See Sheet 8for ContinuationSee Sheet 8for ContinuationSee Sheet 6for ContinuationSee Sheet 6for Continuation80'20'1 4 3 R D S T R E E T{ Curve PR143_7 }0005AΔ=7°17'01" R=9,380.00' A=1,192.40' Ch=N 86°03'23" W 1,191.63'Proposed Right-of-Way548.71' S 87°40'26" WPOB 0005ASta. 71+27.0188.71' Lt.*Proposed Permanent Easement62.49'N 02°19'34" W243.86' N 34°00'45" W378.42' S 87°40'26" WSta. 69+59.09333.30' Lt.Sta. 71+16.11150.22' Lt.POB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.201.74' S 02°19'34" E Sta. 65+96.35280.23' Lt.Sta. 66+20.5280.00' Lt.West Line of Lands described in Trustee's Deed in Doc. 201100007133 REVISION DATE:03-13-2023REVISION MADE BY:AEBSta. 54+96.8460.00' Lt.S 01°53'54" E20.01'Δ=6°33'7" R=9,360.00' A=1,070.35' Ch=S 86°25'04" E 1,069.77'Sta. 69+60.3360.00' Lt.N 87°40'26" E120.57'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'373 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019658+501" = 50'73+00715500PART OF SECTION 1 & 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyProposed Permanent EasementNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41' S 87°40'26" W * * * *788.36' N 01°53'54" W130.14' N 01°53'54" WSta. 59+01.1050.04' Rt.Sta. 65+26.52 143rd StreetNorth Line of Northeast 14 of Section 12-36-8POB 0004PESta. 58+96.0880.00' Lt.P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresP.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0005PE-A0005PE-A80'20'1 4 3 R D S T R E E T{ Curve PR143_7 }Δ=7°17'01" R=9,380.00' A=1,192.44' Ch=N 86°03'23" W 1,191.63'548.71' S 87°40'26" WPOB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.West Line of Lands described in Trustee's Deed in Doc. 201100007133 REVISION DATE:03-13-2023REVISION MADE BY:AEBSta. 54+96.8460.00' Lt.S 01°53'54" E20.01'Δ=6°33'7" R=9,360.00' A=1,070.35' Ch=S 86°25'04" E 1,069.77'Sta. 69+60.3360.00' Lt.N 87°40'26" E120.57'Proposed Right-of-WayΔ=13°33'30" R=9,220.00' A=2,181.81' Ch=S 85°32'49" E 2,176.73'000680' See Sheet 8See Sheet 8for ContinuationSee Sheet 8for ContinuationProposed Right-of-WayProposed Permanent EasementΔ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'*N 02°19'34" W 62.49'243.86' N 34°00'45" W378.42' S 87°40'26" W201.74' S 02°19'34" E POB 0005ASta. 71+27.0188.71' Lt.Sta. 71+16.11150.22' Lt.Sta. 69+59.09333.30' Lt.Sta. 66+20.5280.00' Lt.Sta. 65+96.35280.23' Lt.0005A* 1,235.35' N 87°40'26" E *See Sheet 6See Sheet 6for ContinuationSee Sheet 6for Continuation0004See Sheet 6** *0005AProposed Right-of-WayΔ=4°27'47" R=9,380.00' A=730.67' Ch=N 87°28'00" W 730.49'374 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019669+001" = 50'81+50815500PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Right-of-WayProposed Right-of-WayΔ=13°33'30"R=9,220.00' A=2,181.81'Ch=S 85°32'49" E 2,176.73'498.83' S 87°40'26" W0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresSee Sheet 7 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 Acres0005A0005PE-A*See Sheet 7for ContinuationSee Sheet 9for Continuation1 4 3 R D S T R E E TSee Sheet 9 See Sheet 7for ContinuationSee Sheet 9for Continuation* 1,235.35'N 87°40'26" E *1/126/789KENDALLWILLNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41'S 87°40'26" W * * * *80' 70' 50' 20'KENDALLCOUNTYWILLCOUNTYSta. 76+35.4270.00' Lt.Sta. 76+87.4080.14' Rt.POB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.Δ=12°15'48"R=9,250.00' A=1,979.84'Ch=N 84°09'46" W 1,976.06'Δ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'0008PE0008978.91' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8 West Line of the Northwest 14 of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 of Section 12-36-8 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property173.57' N 01°57'46" W * * * ** * * * 2,647.88' S 01°57'46" E * * * *123.09'N 01°57'46" WSta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8West Line of the Southwest 14 of Section 6-36-9 * * * * 2,646.97' N 01°50'13" W * * * * * * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * * * * * ** * 276.95' N 01°57'46" W * * +33.80 P.R.C.Found 34" Iron Pipe at Section Corneras per Monument Record200200019024Found Iron Pipe at Section CornerProposed Permanent EasementProposed Right-of-WayProposed Permanent EasementPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_7 }{ Curve PR143_8 }(No Buildings)Proposed Right-of-WayPOB 0008Sta. 77+62.8850.00 Rt.62.49'N 02°19'34" W243.86' N 34°00'45" W378.42' S 87°40'26" WSta. 69+59.09333.30' Lt.Sta. 71+16.11150.22' Lt.POB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.Δ=7°17'01" R=9,380.00' A=1,192.40'Ch=N 86°03'23" W 1,191.63'Δ=12°17'31" R=9,230.00' A=1,980.15'Ch=S 85°08'55" E 1,976.36'Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8547.14' N 87°40'26" E00060008PE0008Sta. 76+04.04209.37' Lt.30.78'S 01°57'46" E 143.48' S 01°57'46" E 20.00'S 01°50'13" E* ** * 276.95' N 01°57'46" W * *548.71' S 87°40'26" WPOB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.Sta. 76+35.4270.00' Lt.123.09'N 01°57'46" WSta. 76+40.0550.00' Lt.20.52'N 01°57'46" WSta. 76+19.5750.02' Lt.Δ=0°7'38"R=9,250.00' A=20.53'Ch=N 78°58'03" W 20.53'+33.80 P.R.C.20.00'N 87°40'26" E0006PEREVISION DATE:03-13-2023REVISION MADE BY:AEBΔ=7°17'01" R=9,380.00' A=1,192.40'Ch=S 86°03'23" E 1,191.63'POB 0005ASta. 71+27.0188.71' Lt.0006120.57'N 87°40'26" ESta. 69+60.3360.00' Lt.0006 0006PE548.71' S 87°40'26" WSta. 76+40.0550.00' Lt.Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+17.3060.00' Lt.10.24'N 01°57'46" WΔ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+33.1180.00' Lt.375 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019669+001" = 50'81+50815500PART OF SECTION 1 & 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Right-of-WayProposed Right-of-WayΔ=13°33'30"R=9,220.00' A=2,181.81'Ch=S 85°32'49" E 2,176.73'0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 AcresSee Sheet 3 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresSee Sheet 3for Continuation1 4 3 R D S T R E E TNorth Line of the Northeast 14 of Section 12-36-8South Line of the Southeast 14 of Section 1-36-8* * * * 2,635.41'S 87°40'26" W * * * *80'KENDALLCOUNTYWILLCOUNTYSta. 76+87.4080.14' Rt.POB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.978.91' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8 West Line of the Northwest 14 of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 of Section 12-36-8 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property* * * ** * * * 2,647.88' S 01°57'46" E * * * *Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-8West Line of the Southwest 14 of Section 6-36-9 * * * * 2,646.97' N 01°50'13" W * * * * * * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * * * * * ** * 276.95' N 01°57'46" W * * +33.80 P.R.C.Found 34" Iron Pipe at Section Corneras per Monument Record200200019024Found Iron Pipe at Section CornerPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_7 }{ Curve PR143_8 }(No Buildings)Sta. 76+51.53 143rd StreetEast Line of the Southeast 14 ofSection 1-36-80006* ** * 276.95' N 01°57'46" W * *548.71' S 87°40'26" WPOB 0006POC 0005APOC 0005PE-APOC 0006PESta. 76+08.34189.85' Lt.+33.80 P.R.C.REVISION DATE:03-13-2023REVISION MADE BY:AEB0006120.57'N 87°40'26" ESta. 69+60.3360.00' Lt.0006 Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Δ=3°25'4" R=9,380.00' A=559.54'Ch=S 80°42'20" E 559.46'Sta. 76+33.1180.00' Lt.See Sheet 9See Sheet 9for ContinuationSee Sheet 9for ContinuationProposed Permanent Easement30.78'S 01°57'46" ESta. 76+40.0550.00' Lt.Sta. 76+19.5750.02' Lt.Δ=0°7'38"R=9,250.00' A=20.53'Ch=N 78°58'03" W 20.53'0006PE0006PE548.71' S 87°40'26" WΔ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Sta. 76+17.3060.00' Lt.10.24'N 01°57'46" WΔ=4°2'51" R=9,360.00' A=661.21'Ch=N 81°07'05" W 661.07'Proposed Right-of-Way70' 50' 20'Δ=12°15'48" R=9,250.00' A=1,979.84' Ch=S 85°09'46" E 1,976.06'0008PE0008N 01°57'46" W123.09'Δ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'Proposed Permanent EasementProposed Right-of-WayΔ=12°17'31" R=9,230.00' A=1,980.15' Ch=S 85°08'55" E 1,976.36'POB 0008Sta. 76+62.8850.00' Rt.Sta. 76+35.4270.00' Lt.N 01°57'46" W20.52'Sta. 76+40.0550.00' Lt.173.57' N 01°57'46" W 498.83' S 87°40'26" WPOB 0005PE-APOB 0006PESta. 70+78.3580.00' Lt.*N 02°19'34" W62.49'243.86' N 34°00'45" W378.42' S 87°40'26" WPOB 0005ASta. 71+27.0188.71' Lt.Sta. 71+16.11150.22' Lt.Sta. 69+59.09333.30' Lt.* 1,235.35'N 87°40'26" E *Δ=7°17'01" R=9,380.00' A=1,192.44'Ch=N 86°03'23" W 1,191.63'Δ=4°27'47"R=9,380.00' A=730.67'Ch=N 87°28'00" W 730.49'0005A0005PE-A143.48' S 01°57'46" ESta. 76+35.4270.00' Lt.N 01°57'46" W20.52'N 01°57'46" W123.09'0008PE0008376 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019676+001" = 50'88+50915500Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-PART OF SECTION , TOWNSHIP 36 NORTH, RANGE EAST, OF THIRD PRINCIPAL MERIDIAN, IN COUNTY, ILLINOIS 1/126/789KENDALLWILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyProposed Right-of-Way548.71' N 87°40'26" ESee Sheet 10for Continuation1 4 3 R D S T R E E TSee Sheet 10See Sheet 10for Continuation70' 50' 20'WILLCOUNTYSta. 76+08.34189.85' Lt.Δ=12°15'48" R=9,250.00' A=1,979.84' Ch=S 85°09'46" E 1,976.06'Δ=5°27'24"R=9,350.00' A=890.48'Ch=S 88°33'58" E 890.15'0008PE0008North Line of the Northwest 14 of Section 7-36-9East Line of the Southeast 14 of Section 1-36-8West Line of the Northwest 14of Section 7-36-9 South Line of the Southwest 14 of Section 6-36-9* * * * 2,647.33' S 01°57'46" E * * * ** * * ** * * ** * * * 2,066.21' N 88°18'32" E * * * *East Line of the Northeast 14 ofSection 12-36-8 173.57' N 01°57'46" W* * * ** * * * 2,647.88' S 01°57'46" E * * * *N 01°57'46" W123.09'West Line of the Southwest 14 of Section 6-36-9* * * * 2,646.97' N 01°50'13" W * * * ** * * * 2,640.00' N 01°50'13" W * * * *P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 Acres* * * ** * * ** * * ** ** ** * 276.95' N 01°57'46" W * *+33.80 P.R.C.Found 34" Iron Pipe at SectionCorner as per MonumentRecord 200200019024Found Iron Pipe at Section CornerSta. 76+51.53 143rd StreetWest Line of the Southwest 14of Section 6-36-9KENDALL COUNTY0005See Sheet 80006See Sheet 8See Sheet 8 P.I.N. 06-03-07-100-004Parcel 0009TOTAL HOLDING62.706 AcresΔ=6°39'57"R=9,350.00' A=1,087.81'Ch=N 82°30'17" W 1,087.19'933.78'S 88°18'32" WPOB 0009Sta. 87+44.8750.00' Rt.0009Proposed Permanent EasementProposed Right-of-WayPOC 0008POC 0009Sta. 77+00.43219.34' Rt.{ Curve PR143_8 }(No Buildings)(No Buildings)Δ=12°17'31" R=9,230.00' A=1,980.15' Ch=S 85°08'55" E 1,976.36'POB 0008Sta. 76+62.8850.00' Rt.1,072.43' N 88°18'32" ESta. 76+87.4080.14' Rt.Sta. 76+35.4270.00' Lt.N 01°57'46" W20.52'Sta. 76+40.0550.00' Lt.REVISION DATE:03-13-2023REVISION MADE BY:AEB377 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 6019685+001" = 50'97+001015500PART OF SECTION 6/7, TOWNSHIP 36 NORTH, RANGE 9 EAST, OF THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 50'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-02-2023REVISION MADE BY:AEB-R-Proposed Permanent EasementProposed Right-of-Way50'70' 20'See Sheet 9for Continuation1 4 3 R D S T R E E TSee Sheet 9See Sheet 9for ContinuationΔ=5°27'24" R=9,350.00' A=890.48' Ch=S 88°33'58" E 890.15'0008PE0008P.I.N. 06-03-06-300-001Parcel 0008TOTAL HOLDING125.702 AcresP.I.N. 06-03-07-100-004Parcel 0009TOTAL HOLDING62.706 AcresΔ=6°39'57"R=9,350.00' A=1087.81'Ch=N 82°30'17" W 1087.19'933.78' S 88°18'32" WPOB 0009Sta. 87+44.8750.00' Rt.00091072.43' N 88°18'32" ENorth Line of the Northwest 14 of Section 7-36-9South Line of the Southwest 14 of Section 6-36-9* * * * 2,066.21' N 88°18'32" E * * * *Proposed Right-of-WaySta. 96+30.5950.00' Rt.45.19'N 88°41'55" E60.00'S 88°18'32" W59.64'N 88°18'32" E48.84' N 01°58'03" W S 01°58'03" E60.00'N 88°18'32" E60.00'Sta. 1+34.0969.86' Lt.Sta. 96+75.211.16' Rt.POB 0008PESta. 1+34.1759.10' Lt.Sta. 96+30.59 70.00' Lt. 60.00'N 01°58'03" W 60'Existing Right-of-WayNorth Line of the Northeast 14 of Section 7-36-9Existing Right-of-WayEast Line of the Northwest 14 of Section 7-36-9 East Line of the Southwest 14 of Section 6-36-9 South Line of the Southeast 14 of Section 7-36-9West Line of the Northeast 14 of Section 7-36-9 West Line of the Southeast 14 of Section 6-36-9 Existing Right-of-WayDedicated as perDoc. R2016-025075* * * ** * * ** * * * 2,652.30' N 01°58'03" W * * * ** * * ** * * * 2,649.54' N 88°26'20" E * * * ** * * ** * * ** * * * 2,652.02' N 01°58'03" W * * * * Existing Right-of-Way 143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyPOC 0008PESta. 1+34.610.90' Rt.{ Curve PR143_8 }+30.59 P.T.Sta. 97+00.59 Proposed Alignment - 143rd StreetSta. 1+00.00 Existing Alignment - 143rd Street{ 70.00'N 88°42'20" E }{ 2,684.71' N 88°27'20" E }(No Buildings)(No Buildings)Δ=12°17'31" R=9,230.00' A=1,980.15' Ch=S 85°08'55" E 1,976.36'103.79' N 88°41'55" ESta. 96+30.5950.00' Lt.Δ=12°15'48" R=9,250.00' A=1,979.84' Ch=N 85°09'46" W 1,976.06'Sta. 96+75.7849.99' Rt.00080008PEProposed Permanent EasementProposed Right-of-WayProposed Right-of-WaySta. 96+30.5970.00' Lt.Sta. 1+34.0969.86' Lt.103.79' N 88°41'55" ESta. 96+30.5950.00' Lt.44.03'S 88°41'55" W8.83'S 01°58'03" ESta. 96+30.5950.00' Rt.45.19'N 88°41'55" E59.64'N 88°18'32" E48.84'N 01°58'03" W N 88°18'32" E60.00'Sta. 96+75.211.16' Rt.+30.59 P.T.{ 70.00'N 88°42'20" E }Sta. 96+75.7849.99' Rt.Sta. 97+00.59 Proposed Alignment - 143rd StreetSta. 1+00.00 Existing Alignment - 143rd Street0009Existing Right-of-WayExisting Right-of-WayDedicated as perDoc. R2016-025075Existing Right-of-WaySta. 96+74.6150.01' Lt.Sta. 96+74.5158.83' Lt.10.76'S 01°58'03" EPOC 0008PESta. 1+34.610.90' Rt.378 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196187+451" = 40'196+001115400PART OF SECTION 12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:-REVISION MADE BY:--R-KENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertySta. 194+18.9857.62' Rt.Sta. 189+69.0057.42' Rt.Sta. 192+80.4757.56' Rt.Sta. 194+18.9872.62' Rt.Sta. 189+69.0062.58' Lt.15.00'N 88°09'47" E311.47' N 01°50'13" W138.52' N 01°50'13" W451.61' N 01°50'13" W900.30' S 01°50'13" E60.80' N 88°08'13" E Sta. 189+69.0037.58' Lt.Sta. 189+69.0032.42' Rt.59.20' N 88°08'13" E 25.00'34.20'35.80'25.00'660.00' S 01°53'03" E* 970.98' N 01°53'03" W ** * * * 2,647.90' N 01°53'03" W * * * *310.99' S 01°53'03" E* 991.97' N 01°53'03" W ** * 1,099.97' N 01°53'03" W * *POB 0007Sta. 192+79.991.90' Lt.Proposed Right-of-WayExisting Right-of-Way as Monumented and OccupiedEast Line of the Northwest 14 of Section 12-36-8Proposed Right-of-WayExisting Right-of-Way asMonumented and OccupiedNorth Line of the South 12 of the North 12 of the Northeast 14 of Section 12-36-8 North Line of the South 220' of the North 12of the Northwest 14 of Section 12-36-8North Line of the South 12 of the Northwest 14 of Section 12-36-8North Line of the South 12 of the Northeast 14 of Section 12-36-8 South Line of the North 12 of the Northwest 14 of Section 12-36-8South Line of the North 12 of the Northeast 14 of Section 12-36-8 South Line of the North 12 of the North 12 of the Northeast 14 of Section 12-36-8 (600')(600')(2,637.22') 2,636.31' N 87°40'26" E 59.46' N 87°40'26" E 0006P.I.N. 06-12-200-002Parcel 0006TOTAL HOLDING39.936 Acres36'R I D G E R O A DSee Sheet 1234'62'58'73'P.I.N. 06-12-200-007Parcel 0007TOTAL HOLDING60.049 AcresP.I.N. 06-12-100-004Parcel 0001TOTAL HOLDING76.688 Acres00010007(220')*** *West Line of the Northeast 14 of Section 12-36-8599.82' S 87°29'39" W See Sheet 12for ContinuationSee Sheet 12for Continuation* * * *Found PK Nail at Center of Section12-36-8 as per Monument Record200700009867+187+45.72BeginAlignment Sta. 189+69.001.78' Lt.{ 1,224.10' N 01°51'47" W }(No Buildings)379 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196192+501" = 40'203+001215400PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-13-2023REVISION MADE BY:AEB-R-KENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertySta. 194+18.9857.62' Rt.Sta. 192+80.4757.56' Rt.Sta. 194+18.9872.62' Rt.15.00'N 88°09'47" E138.52' N 01°50'13" W451.61' N 01°50'13" W900.30' S 01°50'13" E660.00' S 01°53'03" E* 970.98' N 01°53'03" W ** * * * 2,647.90' N 01°53'03" W * * * ** * 1,099.97' N 01°53'03" W * *POB 0007Sta. 192+79.991.90' Lt.Proposed Right-of-WayExisting Right-of-Way as Monumented and OccupiedEast Line of the Northwest 14of Section 12-36-8Proposed Right-of-WayExisting Right-of-Way as Monumented and OccupiedNorth Line of the South 12 of the North 12 of the Northeast 14 of Section 12-36-8South Line of the North 12 of the North 12 of the Northeast 14 of Section 12-36-82,636.31' N 87°40'26" E 59.46'N 87°40'26" E0006P.I.N. 06-12-200-000Parcel 0006TOTAL HOLDING39.936 Acres37'R I D G E R O A DSee Sheet 1133'62'58'73'P.I.N. 06-12-100-004Parcel 0001TOTAL HOLDING76.688 Acres0001West Line of the Northeast 14of Section 12-36-8See Sheet 11for Continuation00060007See Sheet 11See Sheet 13P.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 Acres000437'33'62'58'Proposed Right-of-WayProposed Right-of-Way574.95' S 01°53'40" ESee Sheet 6for Continuation0004See Sheet 5for Continuation431.23'78.11'509.85' S 01°53'40" ESee Sheet 5See Sheet 6795.43' N 01°53'40" W710.04' N 01°53'40" W(278.31')00030003Sta. 202+17.6762.09' Lt.Sta. 201+60.4357.90' Rt.0004PEP.I.N. 06-01-300-006Parcel 0003TOTAL HOLDING4.934 AcresP.I.N. 06-01-300-005Proposed Right-of-Way Proposed Right-of-Way Proposed Permanent Easement Proposed Right-of-Way Proposed Right-of-Way 162.70' S 87°40'26" W 331.09' N 87°40'26" E * * * * 2,635.41' N 87°40'26" E * * * * South Line of the Southeast 14 of Section 1-36-8 North Line of the Northeast 14 of Section 12-36-8 910.23' S 87°40'26" W 1 4 3 R D S T R E E T J O H N S O N R O A D80'80'20'Sta. 201+39.5662.11' Lt.302.72' N 87°29'39" E 302.72' N 87°29'39" E South Line of the North 431.71' of the South 710' of the Southwest 14 of Section 1-36-8 Existing Right-of-Way as Monumented and Occupied Existing Right-of-Way as Monumented and Occupied * * * * 2,630.31' N 87°29'39" E * * * * South Line of the Southwest 14 of Section 1-36-8 North Line of the Northwest 14 of Section 12-36-8 80'60'66'* * * ** * * *Sta. 49+97.40 60.00' Rt.Found PK Nail at 14 SectionCorner as per MonumentRecord 200200019024** * * ** *See Sheet 5for Continuation785.68' N 87°29'39" E 347.31' N 87°40'26" ESee Sheet 6for ContinuationSta. 198+69.3062.17' Lt.* * ** ** * * *Existing Right-of-Way as Monumented and OccupiedEast Line of the Southwest 14of Section 1-36-8Existing Right-of-Way as Monumented and OccupiedWest Line of the Southeast 14of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * ** * 1,852.82' N 01°53'40" W * ** * * 1,938.21' N 01°53'40" W * * *(431.73')Sta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge RoadSta. 49+97.85 143rd Street/Johnson RoadNorth-South 14 Section LineSee Sheet 13for ContinuationSee Sheet 13for ContinuationPOB 0001POB 0003POB 0004POC 0005BPOC 0005PE-BPOC 0007{ 1,224.10' N 01°51'47" W }Sta. 202+18.292.09' Lt.{ 1,897.35'N 01°54'37" W }+69.82 P.I.{ 752.21' N 87°40'26" E }(No Buildings)(No Buildings)(No Buildings)Sta. 48+87.2280.35' Rt.7 0 . 3 0 ' S 4 7 ° 1 0 ' 1 3 " E Sta. 48+58.3060.00' Lt.113.57' S 42°53'23" WSta. 198+70.5972.83' Rt.Sta. 51+22.2380.00' Rt.1 1 2 . 7 1 ' S 4 7 ° 0 6 ' 3 7 " E71.01' N 42°55'06" ESta. 51+38.4680.00' Lt.1 0 1 . 1 9 ' N 4 7 ° 0 6 ' 3 7 " WSta. 51+30.1360.00' Lt.Sta. 201+32.2557.89' Rt.339.42' S 87°40'26" W 28.18'N 01°53'40" W380 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196199+001" = 40'211+001315400PART OF SECTION 1/12, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN WILL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :IDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:03-23-2023REVISION MADE BY:AEB-R-KENDALL/WILL143rd STREET(West Extension)From Ridge Roadto Seefried Industrial PropertyR I D G E R O A D0001See Sheet 12 P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresSee Sheet 12 P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 Acres0002B0005B000437'Existing Right-of-Way asMonumented and OccupiedEast Line of the Southwest 14of Section 1-36-8Existing Right-of-Way asMonumented and OccupiedWest Line of the Southeast 14of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * ** * 1,852.82' N 01°53'40" W * ** * * 1,938.21' N 01°53'40" W * * *33'295.62' S 01°53'40" E381.60' S 01°53'40" ES 88°05'23" W 60.00'N 88°05'23" E 60.00' 25.00'35.00'35.00'25.00'295.59' N 01°53'40" W380.98' N 01°53'40" W60'60'Sta. 210+31.0058.14' Rt.POB 0005PE-BSta. 210+31.0033.14' Rt.Sta. 210+31.001.86' Lt.Sta. 210+31.0061.86' Lt.Sta. 210+31.0036.86' Lt.Sta. 207+35.3858.06' Rt.POB 0005BSta. 207+35.421.94' Lt.POB 0002BSta. 206+50.031.97' Lt.Sta. 206+49.4061.97' Lt.* * ** *Proposed Right-of-WayProposed Right-of-WayS 88°07'23" W 60.00' N 87°29'39" E 60.00' 302.72' N 87°29'39" E North Line of the South 710' of the Southwest 14 of Section 1-36-8574.95' S 01°53'40" ESee Sheet 6for Continuation00040006See Sheet 12 See Sheet 5for Continuation431.23'78.11'509.85' S 01°53'40" ESee Sheet 14 See Sheet 5See Sheet 6795.43' N 01°53'40" W710.04' N 01°53'40" W(431.73')(278.31')00030003Sta. 202+17.6762.09' Lt.0004PEP.I.N. 06-01-300-006Parcel 0003TOTAL HOLDING4.934 AcresP.I.N. 06-01-300-005Proposed Right-of-Way Proposed Right-of-WayProposed Permanent EasementProposed Right-of-Way Proposed Right-of-Way162.70' S 87°40'26" W331.09' N 87°40'26" E* * * * 2,635.41' N 87°40'26" E * * * *South Line of the Southeast 14 of Section 1-36-8North Line of the Northeast 14 of Section 12-36-8 910.23' S 87°40'26" W1 4 3 R D S T R E E T J O H N S O N R O A D80'80'20'Sta. 201+39.5662.11' Lt.Sta. 46+96.2260.11' Lt.302.72' N 87°29'39" E302.72' N 87°29'39" ESouth Line of the North 431.71' of the South710' of the Southwest 14 of Section 1-36-8 710.04' N 01°53'40" W(278.31')(431.73')Existing Right-of-Way asMonumented and OccupiedExisting Right-of-Way as Monumented and Occupied* * * * 2,630.31' N 87°29'39" E * * * *South Line of the Southwest 14of Section 1-36-8North Line of the Northwest 14of Section 12-36-8120.95' S 01°53'40" E80'60'66'* * * ** * * *Sta. 49+97.4060.00' Rt.Found PK Nail at 14Section Corner as perMonument Record200200019024* * ** * * ** *Sta. 50+00.00 143rd Street/Johnson RoadSta. 200+00.00 Ridge RoadSta. 49+97.85 143rd Street/Johnson RoadNorth-South 14 Section LineWest Line of the East 302.7' of the Southwest 14 of Section 1-36-80001See Sheet 5Sta. 202+18.292.09' Lt.{ 1,897.35' N 01°54'37" W }+69.82 P.I.{ 752.21' N 87°40'26" E }(No Buildings)(No Buildings)(No Buildings)113.57' S 42°53'23" WSta. 48+58.3060.00' Lt.Sta. 201+60.4357.90' Rt.112.71' S 47°06'37" E POB 0001POB 0003POB 0004POC 0005BPOC 0005PE-BPOC 0007South Line of Lands described in Trustee's Deed in Doc. 201100 0 0 7 1 3 3 101.19' N 47°06'37" WSta. 51+30.1360.00' Lt.Sta. 201+32.2557.89' Rt.339.42' S 87°40'26" W 28.18'N 01°53'40" WSta. 51+38.4680.00' Lt.381 SECTION :STA.SCALE :JOB NO. :TO STA.SHEET ___ OF ___ SHEETSBUREAU OF LAND ACQUISITION201 WEST CENTER COURTSCHAUMBURG, ILLINOIS 60196206+001" = 40'217+001415400PART OF SECTION 1, TOWNSHIP 36 NORTH, RANGE 8 EAST, OF THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS Notes:·Bearings and distances are referenced to IllinoisState Plane Coordinate System, East Zone, NorthAmerican Datum of 1983, "grid" (2011 adjustment)·Coordinates are based on Illinois State PlaneCoordinate System, East Zone, North AmericanDatum of 1983, "grid" (2011 adjustment)·All dimensions are measured unless otherwisenoted.·All measured and calculated distances are grid.To obtain ground distances, divide grid distancesby the combination factor of 0.999975.PLAT OF HIGHWAYS8678 RIDGEFIELD ROAD ·CRYSTAL LAKE, IL 60012PHONE: 815-459-1260 ·FAX: 815-455-0450STATE OF ILLINOISDEPARTMENT OF TRANSPORTATIONLIMITS :COUNTY :KENDALL/WILLIDOT USE ONLYSCALE: 1" = 40'GRAPHIC SCALEFEET(129.32')129.32' (COMP)129.32'RECORDED DIMENSIONCOMPUTED DIMENSIONMEASURED DIMENSIONPROPOSED EASEMENTEXISTING EASEMENTPROPOSED RIGHT OF WAY LINEEXISTING RIGHT OF WAY LINEPROPOSED CENTERLINEEXISTING CENTERLINEAPPARENT PROPERTY LINEPROPERTY (DEED) LINEPLATTED LOT LINESSECTION / QUARTER SECTION LINECUT CROSS FOUND OR SETIRON PIPE OR ROD FOUNDSTAKING OF PROPOSED RIGHT OF WAY.SET DIVISION OF HIGHWAYS SURVEY MARKER TO MONUMENT THE POSITION SHOWN.IDENTIFIED BY INSCRIPTION DATA AND SURVEYOR'S REGISTRATION NUMBER.STAKING OF PROPOSED RIGHT OF WAY IN CULTIVATED AREAS.BURIED 5/8 INCH METAL ROD 20 INCHES BELOW GROUND TO MARK FUTURE SURVEYMARKER POSITION IDENTIFIED BY COLORED PLASTIC CAP BEARING SURVEYOR'SREGISTRATION NUMBER.SECTIONCORNERQUARTERSECTIONCORNERLEGENDEXISTING BUILDING5/8" REBAR SET"MAG" NAIL SETPERMANENT SURVEY MARKER, I.D.O.T. STANDARD 2135 (TO BE SET BY OTHERS)RIGHT OF WAY STAKING PROPOSED TO BE SETAPLPLPROPOSED ACCESS CONTROL LINEEXISTING ACCESS CONTROL LINEACACREVISION DATE:-REVISION MADE BY:--R-143rd STREET(West Extension)From Ridge Roadto Seefried Industrial Property* * * ** ** * *R I D G E R O A D0003See Sheet 13P.I.N. 06-01-400-002Parcel 0005TOTAL HOLDING125.974 AcresSee Sheet 13 P.I.N. 06-01-300-002Parcel 0002TOTAL HOLDING75.017 AcresP.I.N. 06-01-400-003Parcel 0004TOTAL HOLDING16.383 Acres0002B0005B000437'Existing Right-of-Way as Monumented and OccupiedEast Line of the Southwest 14of Section 1-36-8Existing Right-of-Way as Monumented and OccupiedWest Line of the Southeast 14of Section 1-36-8* * * * 2,648.25' N 01°53'40" W * * * ** * 1,852.82' N 01°53'40" W * ** * * 1,938.21' N 01°53'40" W * * *33'295.62' S 01°53'40" E381.60' S 01°53'40" ES 88°05'23" W 60.00'N 88°05'23" E 60.00' 25.00'35.00'35.00'25.00'295.59' N 01°53'40" W380.98' N 01°53'40" W60'60'Sta. 210+31.0058.14' Rt.POB 0005PE-BSta. 210+31.0033.14' Rt.Sta. 210+31.001.86' Lt.Sta. 210+31.0061.86' Lt.Sta. 210+31.0036.86' Lt.Sta. 207+35.3858.06' Rt.POB 0005BSta. 207+35.421.94' Lt.POB 0002BSta. 206+50.031.97' Lt.Sta. 206+49.4061.97' Lt.* * ** *Proposed Right-of-WayProposed Right-of-WayS 88°07'23" W60.00'N 87°29'39" E60.00'901.15' N 88°07'23" E 302.72' N 87°29'39" E North Line of the South 710' of theSouthwest 14 of Section 1-36-800' S 01°53'40" ESee Sheet 13for ContinuationSee Sheet 13for ContinuationCenter of Section 1-36-8{ 1,597.35' N 01°54'37" W }0005PE-B1,558.08' S 01°53'40" E1,557.73' N 01°53'40" WNorth Line of the Southeast 14 of Section 1-36-825.00'N 87°16'59" E35'35'25'25'South Line of Lands described in Trustee's Deed in Doc. 201100007133 382 Minutes of the Committee of the Whole Workshop of the President and the Board of Trustees Held on June 26, 2023 In the Boardroom Mayor Argoudelis called the meeting to order at 7:00 p.m. Board present: Mayor Argoudelis, Trustee Larson, Trustee Ruane, Trustee Wojowski, Trustee Bonuchi, and Trustee Kalkanis. Board absent: Trustee Kiefer. Others present: Joshua Blakemore, Administrator (7:25 p.m.); Michelle Gibas, Village Clerk; Scott Threewitt, Public Works Director (7:27 p.m.); Jon Proulx, Planning Director; Jake Melrose, Economic Development Director; Lonnie Spires, Building Official; and Kevin McQuaid, Police Commander. There were approximately 25 persons in the audience. Trustee Larson moved to approve the Minutes of the Special Meeting, Committee of the Whole Workshop and Executive Session held on June 12, 2023. Second by Trustee Ruane. Voice Vote. All in favor, 0 opposed. Motion carried. PRESIDENTIAL COMMENTS Mayor Argoudelis: Recognized Emma, Meghan, and Morgan Brandon – Poppy Poster Contest Winners. Proclaimed June 2023 as Men’s Mental Health Month. TRUSTEE COMMENTS Trustee Bonuchi: Congratulated the Brandon sisters. Inquired about the parking study. Mayor Argoudelis asked Commander McQuaid to give an update on the homicide investigation. Trustee Larson: Congratulated the Brandon sisters. Thanked Mr. Cameron for speaking out about men’s mental health. PUBLIC COMMENTS Mayor Argoudelis pointed out that he will be accepting public comments after the presentation for each development. WORKSHOP 1)KELLER FARM (CASE NUMBER 2010-050423.AA/REZ/SU/SPR/PP) Representatives of Lennar gave a presentation for a proposed development that includes a combination of conventional single-family detached homes, ranch-style age-targeted single-family homes, townhomes, as well as a commercial parcel located at the northwest corner of Lockport Street and Wallin Drive. Representatives reviewed the concept plan evolution, community overview, overall site plan, neighborhood locations, site data, landscape and entry monument, park and open space, path and walking trail, roadway improvements, sample interiors. There were no public comments. Trustee Ruane indicated support for the proposed development but expressed concern regarding buffering of townhome lot 16 and asked the developer to make sure there is enough buffering. Trustee Ruane also suggested pushing the northwest entrance a little to the east. Trustee Wojowski expressed concern regarding density. Trustee Larson stated that she is leaning in favor of the proposed development but 383 Village of Plainfield Committee of the Whole Meeting Minutes – June 26, 2023 Page 2 expressed concern regarding driveway length, units under 1500 square feet, traffic and impact to the intersection, and impact on the school district.Trustee Bonuchi stated that the proposed development was well done and thought out. Trustee Kalkanis stated that she is not in favor of the proposed development and expressed concern regarding density and traffic and questioned the need for more residential. Mayor Argoudelis stated that he shares Trustee Kalkanis’ concerns regarding traffic. Mayor Argoudelis also expressed concern with the landscape plan. 2)248TH AVE APARTMENTS (CASE NUMBER 2015-052623.SPR.PP.FP) Representatives of AR Building Company reviewed a concept plan for a proposed age-restricted residential development which includes 55 townhome units and 102 apartment units generally located at the northwest corner of 248th Avenue and 127th Street. Representatives highlighted the adjacent use, proposed plan, sight line, apartment elevations, clubhouse and floor plan, and traffic generation. Mr. Loefer, Northpointe resident, expressed concern regarding traffic and density. Trustee Larson expressed concern regarding parking layout, clubhouse, pool, traffic, density, and location. Trustee Wojowski expressed concern regarding traffic, impact on neighboring subdivisions, and apartments down the street not being filled. Trustee Bonuchi stated that this is too much for this area. Trustee Ruane stated that he is not in favor and expressed concern about higher density, no basements in the townhomes, and no interior parking. Trustee Kalkanis stated that she shares the traffic and density concerns and does not want any more residential. Administrator Blakemore noted that the annexation agreement expires in 2024 and the zoning will revert to I-1. 3)PLAINFIELD BUSINESS CENTER FINAL PLAT (CASE NUMBER 2016- 060723.AAA/FP) Jon Proulx stated that the applicant is requesting final plat approval to create the first development lot for the Plainfield Business Center, a planned industrial park of up to approximately 3.8 million square feet of development, which received approval for annexation and zoning in November of 2022. The proposed final plat would create Lot 1 for a proposed cold storage warehouse and distribution facility. Lot 2 would remain for future resubdivision as future phases of the development are proposed. The applicant is also proposing an amendment to the annexation agreement to allow the property to be acquired in phases as opposed to a one-time take-down. Trustee Wojowski inquired about the need for the change. Mr. Mike Martin, attorney for the applicant, stated that it was for financial reasons, but ensured the Board that all fees would be paid upfront to the Village. There were no public comments. Mayor Argoudelis read the reminders. Trustee Ruane moved to adjourn. Second by Trustee Larson. Voice Vote. All in favor, 0 opposed. Motion carried. The meeting adjourned at 8:47 p.m. Michelle Gibas, Village Clerk 384 TO: PRESIDENT ARGOUDELIS and BOARD OF TRUSTEES FROM: JAKE MELROSE, AICP, E.D. DIRECTOR DATE: JULY 10, 2023 SUBJECT: CROSSROADS CONCEPT LOCATION: SEC 143rd Street & Wallin CURRENT ZONING: B3 Highway Business District PUD COMP. PLAN: General Commercial John F. Argoudelis PRESIDENT Michelle Gibas VILLAGE CLERK TRUSTEES Margie Bonuchi Patricia T. Kalkanis Richard Kiefer Cally Larson Tom Ruane Brian Wojowski DISCUSSION A new concept plan has been provided to staff for the Crossroads development located at the SEC of 143rd Street and Wallin Drive. The proposed plan is positioned on the internal ~7 acre lot that was previously in front of the Committee of the Whole for a discussion on the allowance of a truck repair facility and overnight/long-term truck parking facility. The plan has been generated due to the interest of Incline Industrial Services wanting to relocate their headquarters from Joliet to this site. The owner of the company, Val Curlee, is a Plainfield resident that wanted to bring his company to the community. The company is a millwright contractor that builds food/manufacturing facilities all over the Midwest. The proposed plan illustrates a 41,184 SF precast building proposed at 30 feet in height which would be the location of the Incline HQ. The building would house their offices with 8-10 office personnel, a 20,000 SF fabrication shop with 12-15 employees, and approximately 10,000 SF for storage. They would have around 4 truck deliveries per day usually with one semi and the rest utilizing straight trucks. (For comparison, a grocer would have 7-10 and up to 20 truck deliveries a day) Their current site is located at 131 Airport Drive Joliet, IL 60431. The concept plan also illustrates 49,000 SF of additional business/industrial condos, which is a product sorely needed not only in Plainfield but in the region as a whole. Staff felt it necessary to bring this before the Committee of the Whole to gain feedback regarding the uses as some type of zoning amendment (PUD, zoning amendment) would be necessary. The Oasis senior housing project is to the south of this property but their current location, amongst other businesses, is located next to a sensitive use of Lightways Hospice. These condos and fabricators are a very low intensity in terms of industrial and is more of a flex type space between business and industrial districts much like this property. 24401 W. Lockport Street · Plainfield, IL 60544 Phone (815) 4363-7093 Fax (815) 436-1950 www.plainfield-il.org 385 386