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Committee of the Whole Packet 2004 09-07-04 0 United City of Yorkville EST //�� Liwt1836 County Seat of Kendall County 800 Game Farm Road ,� V) Yorkville,Illinois 60560 O �� O Phone:630-553-4350 9 .. �= Fax:630-553-7575 AGENDA �`4 L E '`'v COMMITTEE OF THE WHOLE Tuesday, September 7, 2004 7:00 p.m. City Conference Room Public Hearing: None Presentations: None Detail Board Report (Bill List): Items Recommended by Committee for Consent Agenda: 1. Building Permit Reports for July 2004 2. Greenbriar Unit 4 - Letter of Credit - PW 8/23/04 3. Hiring of Water Department Operator - PW 8/23/04 4. Raintree Unit 1 - Bond Reduction #1 - PW 8/23/04 5. Route 34 Improvements - Supplemental MFT Appropriation Resolution - PW 8/23/04 6. Police Reports for July 2004 - PS 8/26/04 Mayor: 1. Coffee with the Mayor: Riverfront Park on September 11th from 9:00 - 11:00 a.m. 2. Patriot's Walk - September 11th at 6:30 p.m. at City Hall Economic Development Committee: 1. Fire Department Request for Development Fee for Facility Planning Study - EDC 7/21/04 2. Revised Landscape Ordinance - EDC 8/19/04 3. Appearance Code - EDC 8/19/04 4. Fox Hill Unit 7 POD 10 - Preliminary/Final Plat - EDC 8/19/04 5. Villas at the Preserve - Annex, Zoning & Preliminary Plan - CC pub hear 8/24/04 Park Board: 1. Riverfront Park Concept Drawing Page 2 Committee of the Whole August 17, 2004 Public Works Committee: 1. Subdivision Control Ordinance - COW 8/17/04 2. USGS Groundwater Study - Phase II & III County Funding - PW 8/23/04 3. Countryside Pump Station Bid Opening Results - PW 8/23/04 4. Deuchler Engineering Agreement for Bruell/Woodworth Pump Station - PW 8/23/04 5. EEI Scope of Service for Southwest Watermain Project - PW 8/23/04 6. Water Works System Needs Assessment and Project Plan IEPA Loan - Re-initiation and Re-submittal - PW 8/23/04 7. Raintree Village - IDOT Highway Permit Public Safety Committee: 1. Halloween Trick or Treat Hours: Sunday, October 31st from 4:00 - 7:00 p.m. 2. Request for a Crossing Guard at the Intersection of Rt. 126 and Mill Street Administration Committee: 1. Payroll/Benefits Specialist Job Description - Admin 8/12/04 2. Full-time Clerk's Office Assistant Job Description - Admin 8/12/04 3. Full-time Janitor Job Description - Admin 8/12/04 4. Part-time Accounting Clerk I Job Description - Admin 8/12/04 5. NIU Graduate Internship Program Contract - Admin 8/12/04 6. Drug Testing Procedure - Provena Contract - Admin 8/12/04 7. Grande Reserve Central SSA Establishing Ordinance 8. Grande Reserve North SSA Establishing Ordinance 9. Grande Reserve South SSA Establishing Ordinance Page 3 Committee of the Whole August 17, 2004 Executive Session: 1. For the purchase or lease of real property for the use of the public body Additional Business: DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 14 :20:39 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ADVANCED ADVANCED ELEVATOR 15252 05/10/04 01 MUNICIPAL BLDG-REPAIR ELEVATOR 16-000-75-00-7204 09/14/04 266.30 BLDG MAINT - CITY HALL INVOICE TOTAL: 266.30 VENDOR TOTAL: 266.30 AKKRAMER ATTORNEY DANIEL J. KRAMER 18 08/30/04 01 BLDG/ZONE-ACE HARDWARE ANNEX 01-220-61-00-5300 09/14/04 300.00 LEGAL SERVICES INVOICE TOTAL: 300.00 VENDOR TOTAL: 300.00 AMOCO BP AMOCO OIL COMPANY 5902007656408 08/08/04 01 POLICE - 7/8 - 8/8 CHGS 01-210-65-00-5812 09/14/04 2,912.95 GASOLINE INVOICE TOTAL: 2, 912.95 VENDOR TOTAL: 2, 912.95 AQUAFIX AQUAFIX, INC. 790 08/10/04 01 SEWER OP - VITASTIM 2207 52-000-62-00-5422 00202042 09/14/04 457.84 LIFT STATION MAINTENANCE INVOICE TOTAL: 457.84 VENDOR TOTAL: 457.84 AROWUNI ARROW UNIFORM RENTAL 03-414367 08/16/04 01 MUNICIPAL BLDG - MATS 16-000-75-00-7204 09/14/04 30.00 BLDG MAINT - CITY HALL INVOICE TOTAL: 30.00 03-417320 08/23/04 01 MUNICIPAL BLDG - MAT 16-000-75-00-7204 09/14/04 30.00 BLDG MAINT - CITY HALL INVOICE TOTAL: 30.00 VENDOR TOTAL: 60.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 14:20:39 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ARTLIP ARTLIP & SONS, INC. 137781 08/16/04 01 MUNICIPAL BLDG-SVC REPAIR 16-000-75-00-7205 09/14/04 426.32 BLDG IMPROVEMENTS-LIBRARY 02 LIBRARY A/C ** COMMENT ** INVOICE TOTAL: 426.32 VENDOR TOTAL: 426.32 ATT AT&T 081304-4349 08/13/04 01 ADMIN - LONG DISTANCE 01-110-62-00-5436 09/14/04 41.81 TELEPHONE 02 POLICE - LONG DISTANCE 01-210-62-00-5436 41.81 TELEPHONE 03 WATER OP - LONG DISTANCE 51-000-62-00-5436 41.80 TELEPHONE INVOICE TOTAL: 125.42 081304-8412 08/13/04 01 WATER OP - LIFT STATION 51-000-62-00-5436 09/14/04 4.33 TELEPHONE INVOICE TOTAL: 4.33 VENDOR TOTAL: 129.75 BOBS BLUE CROSS BLUE SHIELD 081304 08/13/04 01 ADMIN - SEPTEMBER CHGS 01-110-50-00-5203 09/14/04 51, 650.27 BENEFITS - HEALTH INSURANC INVOICE TOTAL: 51, 650.27 VENDOR TOTAL: 51, 650.27 BKFD BRISTOL KENDALL FIRE DEPART. 083104 08/31/04 01 DEVELOPMENT FEES - 6/24-7/31 95-000-78-00-9010 09/14/04 12,850.00 BKFD DEV FEE PAYMENTS INVOICE TOTAL: 12,850.00 VENDOR TOTAL: 12,850.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT BONESZ BONESZ, ZACHARY 082004 08/20/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 37.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 37.00 082004A 08/20/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 96.80 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 96.80 082604 08/26/04 01 ADMIN-DENTAL REIMBUREMENT 01-110-50-00-5205 09/14/04 20.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 20.00 VENDOR TOTAL: 153.80 CDSOFF CDS OFFICE TECHNOLOGIES INV0134802 08/25/04 01 POLICE CAPITAL-1 TOUGHBOOK & 20-000-75-00-7001 00302626 09/14/04 3,834.00 EQUIPMENT 02 1 BACKLIT KEYBOARD ** COMMENT ** INVOICE TOTAL: 3,834.00 VENDOR TOTAL: 3,834 .00 COLLINA COLLONS, ALBERT 081304 08/13/04 01 ADMIN - VISION REIMBURSEMENT 01-110-50-00-5205 09/14/04 110.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 110.00 VENDOR TOTAL: 110.00 COMDIR COMMUNICATIONS DIRECT INC 64459 08/16/04 01 POLICE - NEW CODE & RELAY 01-210-62-00-5409 00302631 09/14/04 453.95 MAINTENANCE - VEHICLES INVOICE TOTAL: 453.95 VENDOR TOTAL: 453.95 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT CONDESGN CONSERVATION DESIGN FORUM 0003259 07/08/04 01 BLDG/ZONE - WETLAND ORDIANCE 01-220-62-00-5401 09/14/04 924.38 CONTRACTUAL SERVICES INVOICE TOTAL: 924.38 0003289 08/05/04 01 BLDG & ZONING - WETLAND 01-220-62-00-5401 09/14/04 581.25 CONTRACTUAL SERVICES 02 PROTECTION ORDINANCE ** COMMENT ** INVOICE TOTAL: 581.25 0003320 08/20/04 01 YORKVILLE BURNSIDE/VILLAS PRES 01-000-13-00-1372 09/14/04 543.75 A/R - OTHER INVOICE TOTAL: 543.75 0003321 08/20/04 01 GRANDE RESERVE 01-000-13-00-1372 09/14/04 926.25 A/R - OTHER INVOICE TOTAL: 926.25 VENDOR TOTAL: 2, 975.63 CSIDEVET COUNTRYSIDE VETERINARY CLINIC 082504 08/25/04 01 POLICE - SAM YRLY CHECKUP 01-210-65-00-5804 09/14/04 54 .65 OPERATING SUPPLIES INVOICE TOTAL: 54.65 VENDOR TOTAL: 54.65 DANIELSD DAN DANIELS 618462 08/03/04 01 STREETS - REIMBURSE FOR 01-410-75-00-7102 09/14/04 737.50 TREE & STUMP REMOVAL 02 ELM REMOVAL ** COMMENT ** INVOICE TOTAL: 737.50 VENDOR TOTAL: 737.50 DANNAE D'ANNA, ELIZABETH DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DANNAE D'ANNA, ELIZABETH 081804 08/18/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 202.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 202.00 VENDOR TOTAL: 202.00 DARE D.A.R.E. AMERICA MERCHANDISE MN-33755 08/26/04 01 POLICE-3 CASES EA ELEMENTARY 01-210-64-00-5606 00302697 09/14/04 669.00 COMMUNITY RELATIONS 02 & JR HIGH WORKBOOKS ** COMMENT ** INVOICE TOTAL: 669.00 VENDOR TOTAL: 669.00 DAYTIMER DAY-TIMERS, INC 52630979 07/23/04 01 POLICE-DESK 2 PPD REF 01-210-65-00-5804 09/14/04 35.05 OPERATING SUPPLIES 02 ENDEAVOUR REFILL ** COMMENT ** INVOICE TOTAL: 35.05 VENDOR TOTAL: 35.05 DELUXE DELUXE BUSINESS CHECKS 15470617 08/20/04 01 ADMIN - WATER PROJECT FUND CKS 41-000-61-00-5408 09/14/04 28.75 CENTRAL ZONE - CONTRACT C INVOICE TOTAL: 28.75 VENDOR TOTAL: 28.75 DEPO DEPO COURT REPORTING SERVICE 11217 08/16/04 01 BLDG/ZONE - 7/14 PLAN 01-220-62-00-5401 09/14/04 300.35 CONTRACTUAL SERVICES 02 COMMISSION MEETING MINUTES ** COMMENT ** INVOICE TOTAL: 300.35 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DEPO DEPO COURT REPORTING SERVICE 11269 08/30/04 01 BLDG/ZONE-PLAN COMMISSION 01-220-62-00-5401 09/14/04 354 .25 CONTRACTUAL SERVICES 02 HEARING MINUTES 8/11 ** COMMENT ** INVOICE TOTAL: 354.25 VENDOR TOTAL: 654.60 DEUCHEN DEUCHLER ENVIRONMENTAL, INC. 4205 07/31/04 01 WATER IMPROV - ENG SVC 41-000-61-00-5401 09/14/04 1, 417.50 ENGINEERING-RADIUM CONTRAC 02 YEARLY RADIUM SLUDGE SAMPLING ** COMMENT ** INVOICE TOTAL: 1,417.50 VENDOR TOTAL: 1,417.50 DEUCLER DEUCHLER, WALTER E. ASSOC. 11304 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5402 09/14/04 1, 601.63 ENG/LGL/CONTINGNCY-COUNTRY 02 COUNTRYSIDE INTERCEPTOR ** COMMENT ** INVOICE TOTAL: 1, 601.63 11305 07/31/04 Dl SEWER IMPROV - ENG SERVICES 37-000-62-00-5402 09/14/04 2,054.44 ENG/LGL/CONTINGNCY-COUNTRY 02 COUNTRYSIDE P.S. ADDL SVC ** COMMENT ** INVOICE TOTAL: 2,054 .44 11306 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5406 09/14/04 3,415.28 ENG/LGL/CONTINGENCY-HYDRAU 02 HYDRAULIC AVE INTERCEPTOR ** COMMENT ** INVOICE TOTAL: 3,415.28 11307 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5406 09/14/04 585.00 ENG/LGL/CONTINGENCY-HYDRAU 02 CONTAMINATED SOILS HYDRAULIC A ** COMMENT ** INVOICE TOTAL: 585.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DEUCLER DEUCHLER, WALTER E. ASSOC. 11308 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5406 09/14/04 5,049.14 ENG/LGL/CONTINGENCY-HYDRAU 02 REBID HYDRAULIC INTERCEPTOR ** COMMENT ** INVOICE TOTAL: 5,049.14 11309 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5405 09/14/04 139.04 ENG/LGL/CONTINGENCY-BRUELL 02 BRUELL PUMP STATION FORCEMAIN ** COMMENT ** INVOICE TOTAL: 139.04 11310 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5405 09/14/04 342.97 ENG/LGL/CONTINGENCY-BRUELL 02 HEARTLAND PUMP STATION REVIEW ** COMMENT ** INVOICE TOTAL: 342.97 11311 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-62-00-5405 09/14/04 2,385.60 ENG/LGL/CONTINGENCY-BRUELL 02 WOODWORTH ALTERNATE P.S. RTE ** COMMENT ** INVOICE TOTAL: 2,385.60 11312 07/31/04 01 SEWER IMPROV-ENG SVC 37-000-62-00-5401 09/14/04 783.51 CONTRACTURAL/PROFESSIONAL 02 SOUTHWEST INTERCEPTOR ** COMMENT ** INVOICE TOTAL: 783.51 11313 07/31/04 01 SEWER IMPROV - ENG SERVICES 37-000-75-00-7505 09/14/04 90,000.00 ROB ROY CREEK SANITARY 02 ROB ROY CREEK INTERCEPTOR ** COMMENT ** INVOICE TOTAL: 90,000.00 11314 07/31/04 01 SEWER IMPROV-ENG SVCS 37-000-62-00-5401 09/14/04 563.24 CONTRACTURAL/PROFESSIONAL 02 SOUTHEAST INTERCEPTOR STUDY ** COMMENT ** INVOICE TOTAL: 563.24 VENDOR TOTAL: 106, 919.85 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DYONJ DYON, JUDY 081704 08/17/04 01 ADMIN - VISION REIMBURSEMENT 01-110-50-00-5205 09/14/04 311.60 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 311.60 VENDOR TOTAL: 311. 60 EEI ENGINEERING ENTERPRISES, INC. 29602 07/27/04 01 WATER IMPROV - CONTRACT C.3 41-000-61-00-5410 09/14/04 816.00 ENGINEERING-CENTRAL ZONE 02 LIBERTY ST FINISHED WATER MAIN ** COMMENT ** INVOICE TOTAL: 816.00 29603 07/27/04 01 WATER IMPROV - CONTRACT C.2 41-000-61-00-5410 09/14/04 1,718.75 ENGINEERING-CENTRAL ZONE 02 MILL & VANEMMON ST FINISHED WM ** COMMENT ** INVOICE TOTAL: 1, 718.75 29604 07/27/04 01 WESTBURY VILLAGE UNDESSER PROP 01-000-13-00-1372 09/14/04 3,776.25 A/R - OTHER INVOICE TOTAL: 3,776.25 29605 07/27/04 Dl RAINTREE VILLAGE CONCORD HOMES 01-000-13-00-1372 09/14/04 2,772.00 A/R - OTHER INVOICE TOTAL: 2,772.00 29606 07/27/04 Dl GRANDE RESERVE MPI 01-000-13-00-1372 09/14/04 1,755.00 A/R - OTHER INVOICE TOTAL: 1,755.00 29607 07/27/04 01 WHISPERING MEADOWS 01-000-13-00-1372 09/14/04 693.68 A/R - OTHER 02 KIMBALL HILL HOMES ** COMMENT ** INVOICE TOTAL: 693.68 29608 07/27/04 01 ENG - WETLANDS PROTECTION ORD 01-150-62-00-5401 09/14/04 270.00 CONTRACTUAL SERVICES INVOICE TOTAL: 270.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE 4 INVOICE ITEM VENDOR # DATE 4 DESCRIPTION ACCOUNT 4 P.O. 4 DUE DATE ITEM AMT EEI ENGINEERING ENTERPRISES, INC. 29609 07/27/04 01 GARRITANO PROPERTY 01-000-13-00-1372 09/14/04 114.00 A/R - OTHER INVOICE TOTAL: 114.00 29610 07/27/04 Dl WATER IMPROV - CONTRACT B.2 41-000-61-00-5401 09/14/04 885.00 ENGINEERING-RADIUM CONTRAC 02 STATE ST FINISHED WATERMAIN ** COMMENT ** INVOICE TOTAL: 885.00 29611 07/27/04 01 WATER IMPROV - CONTRACT C.1 41-000-61-00-5410 09/14/04 1, 563.00 ENGINEERING-CENTRAL ZONE 02 SOUTH WATER STORAGE TANK ** COMMENT ** INVOICE TOTAL: 1, 563.00 29612 07/27/04 01 WATER IMPROV - CONTRACT C.4 41-000-61-00-5410 09/14/04 2,051.50 ENGINEERING-CENTRAL ZONE 02 SOUTH BP/PRV STATION ** COMMENT ** INVOICE TOTAL: 2,051.50 29613 07/27/04 01 WATER IMPROV - CONTRACT C.7 41-000-61-00-5410 09/14/04 11,357.43 ENGINEERING-CENTRAL ZONE 02 WELL #7 WELL HOUSE & TREATMENT ** COMMENT ** INVOICE TOTAL: 11,357.43 29614 07/27/04 Dl WATER IMPROV - CONTRACT D.1 41-000-61-00-5414 09/14/04 1,052.12 CONTRACT D SCADA SYSTEM 02 SCADE SYSTEM INTEGRATION ** COMMENT ** INVOICE TOTAL: 1,052.12 29615 07/27/04 01 CONTRACT E.2 - WELL NO 8 01-000-13-00-1372 09/14/04 2,250.00 A/R - OTHER INVOICE TOTAL: 2,250.00 29616 07/27/04 01 CONTRACT - E.4 WELLS 8 & 9 01-000-13-00-1372 09/14/04 9,190.00 A/R - OTHER DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT EEI ENGINEERING ENTERPRISES, INC. 29616 07/27/04 02 WELL HOUSE & TREATMENT FACILIT ** COMMENT ** 09/14/04 INVOICE TOTAL: 9, 190.00 29617 07/27/04 01 CONTRACT E.5 - GALENA RD. 01-000-13-00-1372 09/14/04 204.75 A/R - OTHER 02 FINISHED WATERMAIN ** COMMENT ** INVOICE TOTAL: 204.75 29618 07/27/04 01 CALENDONIA INLAND REAL ESTATE 01-000-13-00-1372 09/14/04 1, 207.50 A/R - OTHER INVOICE TOTAL: 1,207.50 29620 07/27/04 01 ENG - FOX RD WATER SYSTEM 01-150-62-00-5401 09/14/04 228.00 CONTRACTUAL SERVICES 02 EXTENSION ANALYSIS ** COMMENT ** INVOICE TOTAL: 228.00 29621 07/27/04 01 BRISTOL BAY CENTEX HOMES 01-000-13-00-1372 09/14/04 1,714.50 A/R - OTHER INVOICE TOTAL: 1,714.50 29622 07/27/04 01 EVERGREEN FARM ESTATES 01-000-13-00-1372 09/14/04 528.00 A/R - OTHER INVOICE TOTAL: 528.00 29623 07/27/04 01 ROSENWINKLE PROPERTY 01-000-13-00-1372 09/14/04 585.00 A/R - OTHER 02 BEECHER & CORNEILS ** COMMENT ** INVOICE TOTAL: 585.00 29624 07/27/04 01 WATER OP-WELL NO.3 EMERGENCY 51-000-62-00-5401 09/14/04 513.00 CONTRACUAL SERVICES 02 REHAB ** COMMENT ** INVOICE TOTAL: 513.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT EEI ENGINEERING ENTERPRISES, INC. 29625 07/27/04 01 GRANDE RESERVE ROADWAY RECONST 01-000-13-00-1372 09/14/04 14, 901.77 A/R - OTHER INVOICE TOTAL: 14, 901.77 VENDOR TOTAL: 60, 147.25 EJEQUIP EJ EQUIPMENT 8135 08/12/04 01 SEWER OP - FILTER CARTRIDGE 52-000-65-00-5804 00202041 09/14/04 12.87 OPERATING SUPPLIES INVOICE TOTAL: 12.87 VENDOR TOTAL: 12.87 ENLOWJ ENLOW, JOHN 081304 08/13/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 210.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 210.00 VENDOR TOTAL: 210.00 FARREN FARREN HEATING & COOLING 2232 08/05/04 01 MUNICIPAL BLDG-REPAIR A/C 16-000-75-00-7202 09/14/04 470.50 BLDG IMPROVEMENTS-CITY HAL 02 CITY HALL/POLICE DEPT ** COMMENT ** INVOICE TOTAL: 470.50 VENDOR TOTAL: 470.50 GALLS GALL'S INC. 5718172300032 08/11/04 01 POLICE - SECURITY HOLSTER 01-210-62-00-5421 00302691 09/14/04 122.92 WEARING APPAREL INVOICE TOTAL: 122. 92 5720572900015 08/11/04 01 POLICE - RAPTOR LEVEL II HOLST 01-210-62-00-5421 00302690 09/14/04 133.99 WEARING APPAREL INVOICE TOTAL: 133.99 VENDOR TOTAL: 256.91 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT GENEVA GENEVA CONSTUCTION 45599 08/09/04 01 MFT - COLD PATCH 15-000-75-00-7110 00202059 09/14/04 592.11 COLD PATCH INVOICE TOTAL: 592.11 VENDOR TOTAL: 592.11 GIPED GIPE, DINA 081104 08/11/04 01 ADMIN-8/11/04 PLAN COMMISSION 01-110-62-00-5401 09/14/04 55.00 CONTRACTUAL SERVICES 02 MINUTES ** COMMENT ** INVOICE TOTAL: 55.00 VENDOR TOTAL: 55.00 GJOVIK GJOVIK CVCS115071 08/30/04 01 POLICE-REPLACED CRACKED 01-210-62-00-5409 00302703 09/14/04 528.44 MAINTENANCE - VEHICLES 02 WINDSHIELD ON SQUAD CAR ** COMMENT ** INVOICE TOTAL: 528.44 VENDOR TOTAL: 528.44 GRTAMLES GREATAMERICA LEASING CORP. 4033451 08/23/04 01 ADMIN-COPIER LEASE 01-110-62-00-5412 09/14/04 1, 616.00 MAINTENANCE - PHOTOCOPIERS 02 WATER OP-COPIER LEASE 51-000-65-00-5809 140.00 PRINTING & COPYING INVOICE TOTAL: 1,756.00 VENDOR TOTAL: 1, 756.00 HAPPY HAPPY HOUNDS 804001 08/17/04 01 POLICE - 3 BAGS OF DOG FOOD 01-210-65-00-5804 00302695 09/14/04 119.97 OPERATING SUPPLIES INVOICE TOTAL: 119.97 VENDOR TOTAL: 119.97 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000_WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. 4 DUE DATE ITEM AMT HOMEDEPO THE HOME DEPOT 9084387 08/10/04 01 STREETS - SPRAY TIP & GUARD 01-410-62-00-5408 09/14/04 42.64 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 42.64 VENDOR TOTAL: 42.64 ICCI INTERNATIONAL CODES 200408014 08/17/04 01 ADMIN-8/1-8/15 PERMITS 01-110-61-00-5314 09/14/04 25, 284.85 BUILDING INSPECTIONS INVOICE TOTAL: 25,284.85 VENDOR TOTAL: 25, 284.85 IDACCESS ID-ACCESS 43 08/18/04 01 POLICE-ID CARD FOR MIKOLASEK 01-210-65-00-5804 09/14/04 9.00 OPERATING SUPPLIES INVOICE TOTAL: 9.00 45 08/21/04 01 POLICE - ID CARD FOR MCMAHON 01-210-65-00-5804 09/14/04 9.00 OPERATING SUPPLIES INVOICE TOTAL: 9.00 VENDOR TOTAL: 18.00 JELENA ANDREW JELENIEWSKI 082604 08/26/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 847.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 847.00 082604A 08/26/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 130.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 130.00 VENDOR TOTAL: 977.00 KCREC KENDALL COUNTY RECORD DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT KCREC KENDALL COUNTY RECORD 74 07/31/04 Dl WATER OP-WATER REPORT 51-000-65-00-5809 09/14/04 523.00 PRINTING & COPYING 02 ADMIN-JOB AD/F-T RECEPT 01-110-65-00-5810 29.90 PUBLISHING & ADVERTISING 03 BLDG/ZONE-PUBLIC HEARING 01-220-65-00-5810 69.60 PUBLISHING & ADVERTISING 04 NOTICE-SWANSON ESTATE ** COMMENT ** INVOICE TOTAL: 622.50 VENDOR TOTAL: 622.50 KOPY KOPY KAT COPIER 88501 08/10/04 01 ADMIN-8 CASES 11X17 & 4 CASES 01-110-65-00-5802 00102165 09/14/04 309.00 OFFICE SUPPLIES 02 8 1/2X11 COPIER PAPER ** COMMENT ** INVOICE TOTAL: 309.00 88590 08/18/04 01 ADMIN-STAPLES REFILL/COPIER 01-110-65-00-5802 09/14/04 86.00 OFFICE SUPPLIES INVOICE TOTAL: 86.00 VENDOR TOTAL: 395.00 LANDMRK LANDMARK AUTOMOTIVE 081104 08/11/04 01 POLICE - REAR BRAKES M-11 01-210-62-00-5409 00302629 09/14/04 140.82 MAINTENANCE - VEHICLES INVOICE TOTAL: 140.82 081804 08/18/04 01 POLICE - FRONT BRAKES M-3 01-210-62-00-5409 00302629 09/14/04 186.30 MAINTENANCE - VEHICLES INVOICE TOTAL: 186.30 082404 08/24/04 01 POLICE - FRONT/REAR BRAKES 01-210-62-00-5409 00302632 09/14/04 633.10 MAINTENANCE - VEHICLES DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 14:20:40 DETAIL BOARD REPORT I ID: AP441000.WOW INVOICES DUE ON/BEFORE 0 09/14/2004 / /2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT LANDMRK LANDMARK AUTOMOTIVE 082404 08/24/04 02 & ROTORS M-14 ** COMMENT ** 00302632 09/14/04 INVOICE TOTAL: 633.10 082704 08/27/04 01 POLICE-OIL CHANGE 02 IMPALA 01-210-62-00-5409 09/14/04 30. 64 MAINTENANCE - VEHICLES INVOICE TOTAL: 30.64 VENDOR TOTAL: 990.86 LAYCOM LAY-COM INC 083004 08/30/04 01 REFUND DEPOSIT-BRISTOL CLUB 01-000-13-00-1372 09/14/04 2,024.05 A/R - OTHER INVOICE TOTAL: 2,024 .05 VENDOR TOTAL: 2,024 .05 LOGOMAX LOGOMAX 2004-115 07/31/04 01 POLICE - 30 SHIRTS 01-210-62-00-5421 00302593 09/14/04 690.00 WEARING APPAREL INVOICE TOTAL: 690.00 VENDOR TOTAL: 690.00 MARTNIMP MARTIN IMPLEMENT SALES INC 261172 06/30/04 01 WATER OP-COUPLING,BEVEL RING, 51-000-62-00-5408 09/14/04 188.26 MAINTENANCE-EQUIPMENT 02 RETAINING RING,BELT &SHAFT EXT ** COMMENT ** INVOICE TOTAL: 188.26 VENDOR TOTAL: 188.26 MCDOWEL MCDOWELL TRUCK PARTS, INC. 117425 08/02/04 01 SEWER OP - 2 AXLE NUT SOCKETS 52-000-62-00-5419 00202043 09/14/04 36.32 MAINTENANCE-SANITARY SEWER INVOICE TOTAL: 36.32 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MCDOWEL MCDOWELL TRUCK PARTS, INC. 117733 08/12/04 01 SEWER OP-OIL FILTER & 2 FILTER 52-000-65-00-5804 00202044 09/14/04 27.13 OPERATING SUPPLIES 02 WRENCHES ** COMMENT ** INVOICE TOTAL: 27.13 VENDOR TOTAL: 63.45 MEADE MEADE ELECTRIC COMPANY, INC. 616620 08/18/04 01 WATER IMPROV - 47 & VAN EMMON 01-410-62-00-5414 00202068 09/14/04 1,519.25 MAINTENANCE-TRAFFIC SIGNAL 02 TRAFFIC SIGNAL REPAIR ** COMMENT ** INVOICE TOTAL: 1,519.25 VENDOR TOTAL: 1,519.25 MENLAND MENARDS - YORKVILLE 20803 08/10/04 01 MUNICIPAL BLDG - POTS & DIRT 16-000-75-00-7206 09/14/04 59.75 LANDSCAPING-PUBLIC BUILDIN 02 FOR PLANTS ** COMMENT ** INVOICE TOTAL: 59.75 20885 08/10/04 01 MUNICIPAL BLDG - POTS & DIRT 16-000-75-00-7206 09/14/04 38.44 LANDSCAPING-PUBLIC BUILDIN 02 FOR PLANTS ** COMMENT ** INVOICE TOTAL: 38.44 22311 08/18/04 01 SEWER OP - PAPER TOWELS 52-000-65-00-5805 09/14/04 14.70 SHOP SUPPLIES INVOICE TOTAL: 14.70 VENDOR TOTAL: 112.89 METLIFE METLIFE SMALL BUSINESS CENTER 081504 08/15/04 01 ADMIN - SEPTEMBER CHGS 01-110-50-00-5204 09/14/04 1, 634.04 BENEFITS - GROUP LIFE INSU INVOICE TOTAL: 1, 634 .04 VENDOR TOTAL: 1, 634 .04 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MIDAS MIDAS MUFFLER & BRAKE SHOP 2009894 07/28/04 Dl STREETS-BRAKES ON 2002 IMPALA 01-410-62-00-5409 09/14/04 553.06 MAINTENANCE-VEHICLES 02 ADMIN VEHICLE ** COMMENT ** INVOICE TOTAL: 553.06 VENDOR TOTAL: 553.06 MILSCJ MILSCHEWSKI, JACKIE 060104-COW 09/01/04 01 ADMIN-6/1/04 COW MINUTES 01-110-62-00-5401 09/14/04 93.75 CONTRACTUAL SERVICES INVOICE TOTAL: 93.75 072604 08/17/04 01 ADMIN - PUBLIC WORKS 7/26 01-110-62-00-5401 09/14/04 70.00 CONTRACTUAL SERVICES 02 COMMITTEE MEETING MINUTES ** COMMENT ** INVOICE TOTAL: 70.00 073104 07/31/04 02 STREETS - REMOVE TREE & STUMP 01-410-75-00-7102 00202060 09/14/04 175.00 TREE & STUMP REMOVAL INVOICE TOTAL: 175.00 VENDOR TOTAL: 338.75 MOORED MOORE, JOE 080404A 08/04/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 99.89 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 99.89 VENDOR TOTAL: 99.89 MOTOROLA MOTOROLA 13400112 08/26/04 01 POLICE CAPITAL-MOTOROLA VRM850 20-000-75-00-7001 00302627 09/14/04 2,303.50 EQUIPMENT INVOICE TOTAL: 2,303.50 VENDOR TOTAL: 2,303.50 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MSI MUNICIPAL SOFTWARE INC. 19580 08/12/04 01 ADMIN-MILEAGE-PERMIT TRACKING 01-110-64-00-5605 09/14/04 54.00 TRAVEL/MEALS/LODGING 02 INSTALLATION ** COMMENT ** INVOICE TOTAL: 54 .00 19592 08/12/04 01 ADMIN - MSI MILEAGE FOR 01-110-64-00-5605 09/14/04 54.00 TRAVEL/MEALS/LODGING 02 7/22 TRAINING ** COMMENT ** INVOICE TOTAL: 54.00 19594 08/12/04 01 WATER OP-PROGRAMMING CHGS 51-000-75-00-7002 00102169 09/14/04 575.00 COMPUTER EQUIP & SOFTWARE 02 UTILITY BILL ** COMMENT ** 03 YBSD-PORTION 01-000-13-00-1372 575.00 A/R - OTHER INVOICE TOTAL: 1, 150.00 19615 08/30/04 01 WATER OP-PROGRAMMING CHGS 51-000-75-00-7002 00102169 09/14/04 517.50 COMPUTER EQUIP & SOFTWARE 02 UTILITY BILL ** COMMENT ** 03 YBSD-PORTION 01-000-13-00-1372 517.50 A/R - OTHER INVOICE TOTAL: 1,035.00 VENDOR TOTAL: 2,293.00 MUNCLRK MUNICIPAL CLERKS OF ILLINOIS 090104 09/01/04 01 ADMIN-DUES-MILSCHEWSKI 01-110-64-00-5600 09/14/04 52.00 DUES INVOICE TOTAL: 52.00 VENDOR TOTAL: 52.00 NATLNEIG NATIONAL NEIGHBORHOOD WATCH 408258 08/11/04 01 POLICE-500 NEIGHBORHOOD WATCH 01-210-64-00-5606 00302684 09/14/04 564 .00 COMMUNITY RELATIONS DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 14 :20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT NATLNEIG NATIONAL NEIGHBORHOOD WATCH 408258 08/11/04 02 PROGRAM BOOKLETS ** COMMENT ** 00302684 09/14/04 INVOICE TOTAL: 564.00 VENDOR TOTAL: 564.00 NCLEQUIP NCL EQUIPMENT SPECIALTIES, INC 6541 08/06/04 01 WATER OP - PAINT 51-000-65-00-5804 00202062 09/14/04 195.00 OPERATING SUPPLIES INVOICE TOTAL: 195.00 VENDOR TOTAL: 195.00 NEBS NEBS 9920369252-2 08/12/04 Dl ADMIN - RECEIPT BOOKS 01-110-65-00-5802 00102170 09/14/04 244.96 OFFICE SUPPLIES INVOICE TOTAL: 244.96 VENDOR TOTAL: 244.96 NEXTEL NEXTEL COMMUNICATIONS 837900513030 08/22/04 01 ADMIN - JUL 18 - AUG 17 SVC 01-110-62-00-5438 09/14/04 113.34 CELLULAR TELEPHONE 02 ENG - JUL 18 - AUG 17 SVC 01-150-62-00-5438 170.00 CELLULAR TELEPHONE 03 STREETS - JUL 18 - AUG 17 SVC 01-410-62-00-5438 170.00 CELLULAR TELEPHONE 04 WATER OP - JUL 18 - AUG 17 SV 51-000-62-00-5438 215.34 CELLULAR TELEPHONE 05 POLICE - JUL 18 - AUG 17 SVC 01-210-62-00-5438 827.02 CELLULAR TELEPHONE 06 PARK - JUL 18 - AUG 17 SVC 01-000-13-00-1372 170.00 A/R - OTHER 07 REC - JUL 18 - AUG 19 SVC 01-000-13-00-1372 170.00 A/R - OTHER DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR 4 DATE 4 DESCRIPTION ACCOUNT 4 P.O. # DUE DATE ITEM AMT NEXTEL NEXTEL COMMUNICATIONS 837900513030 08/22/04 08 SEWER OP - JUL 18 - AUG 17 SVC 52-000-62-00-5438 09/14/04 79.34 CELLULAR TELEPHONE INVOICE TOTAL: 1, 915.04 VENDOR TOTAL: 1, 915.04 NICOR NICOR GAS 081104-0360 08/12/04 01 ADMIN - JULY 01-110-78-00-9002 09/14/04 3.26 NICOR GAS INVOICE TOTAL: 3.26 081104-1910 08/13/04 01 ADMIN - JULY 01-110-78-00-9002 09/14/04 363.52 NICOR GAS INVOICE TOTAL: 363.52 VENDOR TOTAL: 366.78 NIU NORTHERN ILLINOIS UNIVERSITY 2685-GROESCH 08/31/04 01 POLICE-GROESCH 01-210-64-00-5608 00302702 09/14/04 835.22 TUITION REIMBURSEMENT INVOICE TOTAL: 835.22 VENDOR TOTAL: 835.22 OFFWORK OFFICE WORKS 058427 08/18/04 01 ADMIN-2-25PT FOLDERS 01-110-65-00-5804 09/14/04 4.78 OPERATING SUPPLIES INVOICE TOTAL: 4.78 058525 08/19/04 Dl ADMIN-STAND/PLANNER & RISER 01-110-65-00-5804 09/14/04 38.49 OPERATING SUPPLIES 02 W/LETTER TRAY ** COMMENT ** INVOICE TOTAL: 38.49 058647 08/23/04 01 ADMIN-STAND/PLANNER RETURNED 01-110-65-00-5804 09/14/04 -17.00 OPERATING SUPPLIES DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT OFFWORK OFFICE WORKS 058647 08/23/04 02 CREDIT ** COMMENT ** 09/14/04 INVOICE TOTAL: -17.00 058973I 08/27/04 01 POLICE-10 INK CARTRIDGES 01-210-65-00-5802 00302701 09/14/04 155.89 OFFICE SUPPLIES 02 1 STAPLER ** COMMENT ** INVOICE TOTAL: 155.89 58071I 08/12/04 01 ADMIN - TONER, FOLDERS, TRAY 01-210-65-00-5802 00302865 09/14/04 177.32 OFFICE SUPPLIES INVOICE TOTAL: 177.32 58340I 08/16/04 01 POLICE - DICTIONARY 01-210-65-00-5802 00302688 09/14/04 10.58 OFFICE SUPPLIES INVOICE TOTAL: 10.58 VENDOR TOTAL: 370.06 OHERRON O'HERON, RAY 0425531-IN 08/10/04 Dl POLICE - SPA CARRIER BLACK 01-210-62-00-5421 09/14/04 63.74 WEARING APPAREL INVOICE TOTAL: 63.74 VENDOR TOTAL: 63.74 PARADISE PARADISE CAR WASH 073104 07/31/04 01 POLICE - 11 CAR WASHES 01-210-62-00-5409 09/14/04 49.45 MAINTENANCE - VEHICLES INVOICE TOTAL: 49.45 VENDOR TOTAL: 49.45 PLECKT PLECKHAM, TRACI 082604 08/26/04 01 ADMIN-DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 30.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 30.00 VENDOR TOTAL: 30.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT POLPEN POLICE PENSION FUND 083004-RETAX 08/30/04 01 POLICE-8/24 DISTRIBUTION 01-210-72-00-6502 09/14/04 12,561.35 POLICE PENSION 02 REAL ESTATE TAXES ** COMMENT ** INVOICE TOTAL: 12,561.35 VENDOR TOTAL: 12, 561.35 POSTNET POSTNET IL 124 14547 08/20/04 01 ENG - BLUE PRINTS 01-150-65-00-5809 09/14/04 27.00 PRINTING & COPYING INVOICE TOTAL: 27.00 14564 08/20/04 01 ENG - BLUE PRINTS 01-150-65-00-5809 09/14/04 25.95 PRINTING & COPYING INVOICE TOTAL: 25.95 VENDOR TOTAL: 52.95 POULOS POULOS INC 080904 08/09/04 01 WATER IMPROV - ENG PAYMENT #4 41-000-61-00-5408 09/14/04 43, 141.36 CENTRAL ZONE - CONTRACT C 02 CONTRACT C.7 WELL NO.7 ** COMMENT ** 03 WELL HOUSE & TREATMENT FACILIT ** COMMENT ** INVOICE TOTAL: 43, 141.36 VENDOR TOTAL: 43, 141.36 PRELUBE PRECISION LUBE 210492 06/09/04 01 STREETS - M134659 OIL CHANGE 01-410-62-00-5409 09/14/04 20.00 MAINTENANCE-VEHICLES INVOICE TOTAL: 20.00 VENDOR TOTAL: 20.00 QUILL QUILL CORPORATION DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT QUILL QUILL CORPORATION 1518091 08/18/04 01 BLDG/ZONE - HANG FILE, PCLIPS 01-220-65-00-5804 00102179 09/14/04 56.59 OPERATING SUPPLIES 02 ADMIN - MESSAGE BOOKS 01-110-65-00-5802 49.44 OFFICE SUPPLIES 03 PRINT CARTRIDGE ** COMMENT ** INVOICE TOTAL: 106.03 1565670 08/20/04 01 ADMIN-BUSINESS CARDS 01-110-65-00-5802 09/14/04 8.09 OFFICE SUPPLIES INVOICE TOTAL: 8.09 1588082 08/23/04 01 ADMIN-2 SELF INKING STAMPS 01-110-65-00-5804 09/14/04 35.84 OPERATING SUPPLIES INVOICE TOTAL: 35.84 253267 08/17/04 01 SEWER OP-HANDSET LIFTER 52-000-75-00-7003 00201971 09/14/04 -64.99 OFFICE EQUIPMENT 02 RETURNED-CREDIT ** COMMENT ** INVOICE TOTAL: -64.99 265149 08/25/04 01 ADMIN-BUSINESS CARDS - CREDIT 01-110-65-00-5802 09/14/04 -8.09 OFFICE SUPPLIES INVOICE TOTAL: -8.09 VENDOR TOTAL: 76.88 RIVERHTS RIVER HEIGHTS VETERINARY 14333 07/11/04 01 POLICE - EXAMINE FOR SAMMY 01-210-62-00-5430 09/14/04 23.47 HEALTH SERVICES INVOICE TOTAL: 23.47 VENDOR TOTAL: 23.47 SAFEKLN SAFETY KLEEN 0026842108 08/17/04 01 WATER OP - SERVICE PARTS WASH 51-000-62-00-5401 00202064 09/14/04 136.40 CONTRACUAL SERVICES INVOICE TOTAL: 136.40 VENDOR TOTAL: 136.40 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SALISM SAILSBURY, MARGARET 5852-25 08/15/04 01 STREETS - OFFICE CLEANING 01-410-62-00-5401 09/14/04 50.00 CONTRACTUAL SERVICES INVOICE TOTAL: 50.00 5852-26 08/22/04 01 STREETS - OFFICE CLEANING 01-410-62-00-5401 09/14/04 50.00 CONTRACTUAL SERVICES INVOICE TOTAL: 50.00 VENDOR TOTAL: 100.00 SBC SBC 312Z89584108 08/16/04 01 ADMIN-7/17-8/16 T-LINE 01-110-62-00-5436 09/14/04 62.65 TELEPHONE 02 LIBRARY-7/17-8/16 T-LINE 01-000-13-00-1372 62.65 A/R - OTHER INVOICE TOTAL: 125.30 630553157708 08/25/04 01 WATER OP-LIFT STATION 51-000-62-00-5436 09/14/04 35.79 TELEPHONE 02 8/25 - 9/24 SERVICE ** COMMENT ** INVOICE TOTAL: 35.79 630553508308 08/25/04 01 WATER OP-PUMP HOUSE 8/25-9/24 51-000-62-00-5436 09/14/04 29.02 TELEPHONE INVOICE TOTAL: 29.02 630R06126908 08/16/04 01 ADMIN-8/16-9/15 CHGS 01-110-62-00-5436 09/14/04 11.50 TELEPHONE 02 POLICE-8/16-9/15 CHGS 01-210-62-00-5436 11.50 TELEPHONE 03 WATER 02-8/16-9/15 CHGS 51-000-62-00-5436 11.51 TELEPHONE INVOICE TOTAL: 34.51 630R26296508 08/16/04 01 ADMIN-NORTH STAR 8/16-9/15 SVC 01-110-62-00-5436 09/14/04 485.17 TELEPHONE DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 14 :20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SBC SBC 630826296508 08/16/04 02 POLICE-NORTH STAR 8/16-9/15 01-210-62-00-5436 09/14/04 485.17 TELEPHONE 03 WATER OP-NORTH STAR 8/16-9/15 51-000-62-00-5436 485.18 TELEPHONE INVOICE TOTAL: 1, 455.52 708Z91100108 08/16/04 01 WATER OP - 8/16-9/15 CHCS 51-000-62-00-5436 09/14/04 67.64 TELEPHONE INVOICE TOTAL: 67.64 VENDOR TOTAL: 1,747.78 SCHOPPE SCHOPPE DESIGN ASSOC. 11079 08/16/04 01 LANDSCAPE REVIEW-EARTHMOVER 01-000-13-00-1372 09/14/04 61.50 A/R - OTHER 02 CREDIT UNION ** COMMENT ** INVOICE TOTAL: 61.50 11080 08/16/04 Ol REVIEW 1-6 PHASES - RAINTREE 01-000-13-00-1372 09/14/04 492.00 A/R - OTHER INVOICE TOTAL: 492.00 VENDOR TOTAL: 553.50 SEAGREN SEAGREN CONSTRUCTION, INC. 081704 08/17/04 01 WATER IMPROV - ENG PAYMENT #7 41-000-61-00-5408 09/14/04 19,703.75 CENTRAL ZONE - CONTRACT C 02 CONTRACT C.4 - SOUTH BOOSTER ** COMMENT ** 03 PUMP/PRESSURE REDUCING VALVE ** COMMENT ** INVOICE TOTAL: 19,703.75 2563 08/23/04 01 SEWER IMPROV-BRUELL ST WELL 37-000-75-00-7504 09/14/04 8,552.00 BRUELL STREET LIFT STATION 02 NO. 9 PROJECT ** COMMENT ** INVOICE TOTAL: 8,552.00 VENDOR TOTAL: 28,255.75 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 14 :20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SENGM SENG, MATT 081604 08/16/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 218.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 218.00 VENDOR TOTAL: 218.00 SERVMASC SERVICEMASTER COMMERCIAL 123872 08/15/04 01 ADMIN - JULY JANITORIAL SVCS 01-110-62-00-5406 09/14/04 550.00 OFFICE CLEANING INVOICE TOTAL: 550.00 VENDOR TOTAL: 550.00 SEYFARTH SEYFARTH, SHAW, FAIRWEATHER 1034417 08/31/04 01 POLICE-LEGAL CONSULTATION 01-210-61-00-5300 09/14/04 1,569.65 LEGAL SERVICES 02 PARKS & REC-LEGAL CONSULTATION 01-000-13-00-1372 1,097.50 A/R - OTHER INVOICE TOTAL: 2, 667.15 VENDOR TOTAL: 2, 667.15 SFBCT SOUTHWEST FOX VALLEY CABLE 081204 08/12/04 01 ADMIN-2ND QTR 2004 SWFVCTC 01-110-62-00-5404 09/14/04 7,744.16 CABLE CONSORTIUM FEE 02 FRANCHISE DUES ** COMMENT ** INVOICE TOTAL: 7,744.16 VENDOR TOTAL: 7,744 .16 SIBENG SIBENALLER, GREGORY 081604 08/16/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 09/14/04 129.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 129.00 VENDOR TOTAL: 129.00 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 27 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SIDWELL THE SIDWELL COMPANY 48248 08/11/04 01 ENG - SIDWELL MAP SUBSCRIPTION 01-150-62-00-5401 09/14/04 164.45 CONTRACTUAL SERVICES INVOICE TOTAL: 164.45 VENDOR TOTAL: 164.45 SEC SKC CONSTRUCTION, INC 5839 08/25/04 01 MFT-JOINT & CRACK FILLING 15-000-75-00-7008 09/14/04 24, 122.58 CRACK FILLING INVOICE TOTAL: 24, 122.58 VENDOR TOTAL: 24, 122.58 SMITH SMITH ENGINEERING 322821 06/23/04 01 MFT - GAME FARM RD/SOMONAUK ST 15-000-75-00-7107 09/14/04 190,775.00 CONSTRUCTION ENGINEERING INVOICE TOTAL: 190,775.00 323333 07/23/04 01 STREETS - PHASE I RD PROGRAM 01-410-75-00-7101 09/14/04 1, 960.00 IN TOWN ROAD PROGRAM INVOICE TOTAL: 1, 960.00 323847 08/23/04 01 STREETS - PHASE I ROAD 01-410-75-00-7101 09/14/04 12,024.35 IN TOWN ROAD PROGRAM INVOICE TOTAL: 12,024 .35 323849 08/23/04 01 ADMIN - PRAIRIE PARKWAY MTG 01-150-62-00-5401 09/14/04 198.75 CONTRACTUAL SERVICES INVOICE TOTAL: 198.75 323850 08/23/04 01 MUNICIPAL BLDG - BEECHER COMM 16-000-75-00-7209 09/14/04 1, 977.12 BEECHER PARKING LOT 02 CENTER PARKING LOT ** COMMENT ** INVOICE TOTAL: 1, 977.12 VENDOR TOTAL: 206, 935.22 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 28 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SOFT SOFTWARE PERFORMANCE 108316 08/12/04 01 ADMIN-LOWER LEVEL, PORT SWITCH 01-110-75-00-7002 09/14/04 97.90 COMPUTER EQUIP & SOFTWARE 02 & 2 PATCH CABLES ** COMMENT ** INVOICE TOTAL: 97.90 108322 08/20/04 01 POLICE - HP DC5000 WORKSTATION 01-210-75-00-7002 00302692 09/14/04 999.00 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 999.00 108323 08/20/04 01 POLICE - 17" MONITOR 01-210-75-00-7002 00302693 09/14/04 499.00 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 499.00 108324 08/20/04 01 POLICE - MS OFFICE SMALL BUS 01-210-75-00-7002 00302694 09/14/04 629.00 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 629.00 VENDOR TOTAL: 2,224.90 SONY SONY FINANCIAL SERVICES ST04072701721 07/31/04 01 POLICE - COLOR PRINTING PACK 01-210-65-00-5802 00302667 09/14/04 67.80 OFFICE SUPPLIES INVOICE TOTAL: 67.80 VENDOR TOTAL: 67.80 STEVENS STEVEN'S SILKSCREENING 29661 08/25/04 01 POLICE-10 T-SHIRTS 01-210-62-00-5421 00302700 09/14/04 100.00 WEARING APPAREL 02 5 EA MIKOLASEK & MCMAHON ** COMMENT ** INVOICE TOTAL: 100.00 29829 08/16/04 01 POLICE-10 WHITE T-SHIRTS 01-210-62-00-5421 00302689 09/14/04 100.00 WEARING APPAREL DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 29 TIME: 14:20:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT STEVENS STEVEN'S SILKSCREENING 29829 08/16/04 02 5 EA-MIKOSALEK & MCMAHON ** COMMENT ** 00302689 09/14/04 INVOICE TOTAL: 100.00 VENDOR TOTAL: 200.00 TAPCO TRAFFIC & PARKING CONTROL INC 203358 08/06/04 01 MTF - SIGNS & HARDWARE 15-000-75-00-7007 00202058 09/14/04 357.75 SIGNS INVOICE TOTAL: 357.75 203642 08/11/04 01 MFT - STOP SIGNS 15-000-75-00-7007 00202058 09/14/04 291.22 SIGNS INVOICE TOTAL: 291.22 203655 08/12/04 01 MFT - SIGNS & HARDWARE 15-000-75-00-7007 00202058 09/14/04 496.50 SIGNS INVOICE TOTAL: 496.50 203973 08/17/04 01 MFT - SIGNS & HARDWARE 15-000-75-00-7007 00202058 09/14/04 506.79 SIGNS INVOICE TOTAL: 506.79 204031 08/18/04 01 MFT - STOP SIGNS 15-000-75-00-7007 00202058 09/14/04 159.87 SIGNS INVOICE TOTAL: 159.87 VENDOR TOTAL: 1,812.13 TEAUSAWS SHEILA TEAUSAW 080404 08/04/04 01 ADMIN-7/22 PUBLIC SAFETY 01-110-62-00-5401 09/14/04 65.00 CONTRACTUAL SERVICES 02 MEETING MINUTES ** COMMENT ** 03 ADMIN-7/29 ADHOC TECH 01-110-62-00-5401 55.00 CONTRACTUAL SERVICES DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 30 TIME: 14:20:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM ANT TEAUSAWS SHEILA TEAUSAW 080404 08/04/04 04 COMMITTEE MEETING MINUTES ** COMMENT ** 09/14/04 INVOICE TOTAL: 120.00 VENDOR TOTAL: 120.00 THOMAS THOMAS ALARM SYSTEMS 8240407 08/23/04 01 POLICE-CLEANING/ADJUST CAMERA 01-210-62-00-5408 00302699 09/14/04 85.00 MAINTENANCE - EQUIPMENT INVOICE TOTAL: 85.00 VENDOR TOTAL: 85.00 UPSIL UPS 00004296X2334 08/14/04 01 WATER OP - UPS 51-000-65-00-5808 09/14/04 43.31 POSTAGE & SHIPPING INVOICE TOTAL: 43.31 00004296X2344 08/21/04 Ol WATER OP - UPS 51-000-65-00-5808 09/14/04 19.64 POSTAGE & SHIPPING INVOICE TOTAL: 19. 64 00004296X2354 08/28/04 01 WATER OP-3 PACKAGES 51-000-65-00-5808 09/14/04 34.29 POSTAGE & SHIPPING INVOICE TOTAL: 34.29 VENDOR TOTAL: 97.24 VESCO VESCO 22795 08/23/04 01 ADMIN-LABELING TAPE 01-110-65-00-5802 00102178 09/14/04 93.14 OFFICE SUPPLIES INVOICE TOTAL: 93.14 VENDOR TOTAL: 93.14 WALMART WALMART COMMUNITY DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 31 TIME: 14 :20:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT WALMART WALMART COMMUNITY 001666 08/08/04 01 ADMIN - UTENCILS, PAPER TOWELS 01-110-65-00-5804 09/14/04 33.10 OPERATING SUPPLIES INVOICE TOTAL: 33.10 004390 08/06/04 01 SEWER OP - MINI BLIND, ORION 52-000-75-00-7003 09/14/04 297.74 OFFICE EQUIPMENT INVOICE TOTAL: 297.74 VENDOR TOTAL: 330.84 WEBLINX WEBLINX INCORPORATED 1914 08/03/04 01 ADMIN - WEBSITE AUGUST 01-110-62-00-5401 09/14/04 100.00 CONTRACTUAL SERVICES INVOICE TOTAL: 100.00 VENDOR TOTAL: 100.00 WHOLTIRE WHOLESALE TIRE 105242 08/23/04 01 POLICE-BRAKES & ROTORS 51-13 01-210-62-00-5409 00302633 09/14/04 283.21 MAINTENANCE - VEHICLES INVOICE TOTAL: 283.21 VENDOR TOTAL: 283.21 WTRPRD WATER PRODUCTS, INC. 0171674 08/03/04 01 SEWER OP - BALL VALVE & PARTS 52-000-62-00-5422 00202040 09/14/04 6.68 LIFT STATION MAINTENANCE INVOICE TOTAL: 6.68 0171675 08/03/04 01 SEWER OP - BALL VALVE & PARTS 52-000-62-00-5422 00202040 09/14/04 53.78 LIFT STATION MAINTENANCE INVOICE TOTAL: 53.78 VENDOR TOTAL: 60.46 YBSD YORKVILLE BRISTOL DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 32 TIME: 14:20: 41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR 4 DATE 4 DESCRIPTION ACCOUNT 4 P.O. 4 DUE DATE ITEM AMT YBSD YORKVILLE BRISTOL 083104 08/31/04 01 SANITARY FEES FOR THE PERIOD 95-000-78-00-9008 09/14/04 591, 129.02 YBSD PAYMENTS 02 OF 5/1/04 - 8/31/04 ** COMMENT ** INVOICE TOTAL: 591, 129.02 VENDOR TOTAL: 591,129.02 YOLIBRAR YORKVILLE PUBLIC LIBRARY 083004-RETAX 08/30/04 01 8/27/04 DISTRIBUTION RE TAXES 01-000-40-00-4000 09/14/04 18,325.85 REAL ESTATE TAXES INVOICE TOTAL: 18,325.85 083104-0EV 08/31/04 01 DEVELOPMENT FEES 6/24-7/31 95-000-78-00-9009 09/14/04 6, 900.00 LIBRARY DEV FEE PAYMENTS INVOICE TOTAL: 6, 900.00 VENDOR TOTAL: 25,225.85 YOREC YORKVILLE RECREATION DEPT AUG/SEP TRANS 09/02/04 01 ADMIN - AUG & SEPT TRANSFER 01-110-99-00-9940 09/14/04 126,082. 67 TRANSFER TO PARK & RECREAT 02 ADMIN - AUG & SEPT TRANSFER 01-110-99-00-9941 6,100.00 TRANSFER TO PARK/REC CAPIT INVOICE TOTAL: 132, 182.67 VENDOR TOTAL: 132, 182.67 YORKACE YORKVILLE ACE & RADIO SHACK 078994 08/30/04 01 SEWER OP-LAWN LANE LIFT 52-000-62-00-5422 09/14/04 13.94 LIFT STATION MAINTENANCE 02 STATION-PARTS ** COMMENT ** INVOICE TOTAL: 13.94 VENDOR TOTAL: 13.94 YOSCHOL YORKVILLE SCHOOL DIST #115 DATE: 09/02/04 UNITED CITY OF YORKVILLE PAGE: 33 TIME: 14:20:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 09/14/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT YOSCHOL YORKVILLE SCHOOL DIST #115 083104-LANDCASH 08/31/04 01 LAND CASH 6/24/04-7/31/04 95-000-47-00-4729 09/14/04 48, 616.06 LAND CASH - SCHOOL INVOICE TOTAL: 48, 616.06 VENDOR TOTAL: 48, 616.06 YRKAUTO YORKVILLE AUTO PARTS 562354 08/16/04 01 POLICE - WH GLOVE 01-210-62-00-5409 09/14/04 5.59 MAINTENANCE - VEHICLES INVOICE TOTAL: 5.59 VENDOR TOTAL: 5.59 TOTAL ALL INVOICES: 1, 428,445.45 UNITED CITY OF YORKVILLE PAYROLL SUMMARY PAY PERIOD ENDING 08/21/04 SOCIAL REGULAR OVERTIME TOTAL SECURITY IMRF TOTALS ADMINISTRATION $17,342.31 $0.00 $17,342.31 $1,326.68 $1,611.04 $20,280.03 ENGINEERING $9,211.79 $0.00 $9,211.79 $704.69 $927.63 $10,844.11 POLICE $46,062.89 $2,017.78 $48,080.67 $3,678.17 $287.47 $52,046.31 PUBLIC WORKS $18,329.12 $1,488.23 $19,817.35 $1,516.06 $1,874.58 $23,207.99 LIBRARY $5,025.65 $0.00 $5,025.65 $384.46 $330.62 $5,740.73 RECREATION $9,096.84 $0.00 $9,096.84 $695.93 $625.46 $10,418.23 PARKS $12,324.82 $36.00 $12,360.82 $945.61 $944.87 $14,251.30 TOTALS $117,393.42 $3,542.01 $120,935.43 $9,251.60 $6,601.67 $136,788.70 TOTAL INVOICES 9/14/2004 $1,428,445.45 TOTAL PAYROLL 8/21/2004 $136,788.70 TOTAL DISBURSEMENTS $1,565,234.15 BUILDING PERMIT REPORT United City of Yorkville July 2004 s Tyre of Permits'ts < ; Number of Permits Issued SFD 2-Family Multiple-Family Comnteretal Industrial Miscellaneous ITotal Construction Cost ...::.:............::;:...::::::.:. July 2004 89 39 0 0 1 0 49 57,182,910.00 Calendar Year 20041 616 287 3 0 7 0 318 $58,139,358.00 Fiscal Year 2004 344 155 0 0 4 0 185 $33,113,763.00 July 2003 I 107 36 5 0 4 0 62 510,695,205.00 Calendar Year 2003 Z j 519 197 11 0 19 1 291 $50,088,125.00 Fiscal Year 2003 I 304 101 8 0 11 0 184 $26,309,724.00 July 2002 83 22 1 0 2 0 58 $5,227,116.00 Calendar Year 2002 3 490 157 3 2 28 0 300 $36,294,121.00 Fiscal Year 2002 { 249 62 1 0 12 0 174 $14,505,892.00 July 2001 55 22 2 0 1 0 30 $6,998,754.00 Calendar Year 2001° 281 99 5 4 5 1 167 $25,113,732.00 Fiscal Year 2001 4 168 55 4 3 2 1 103 515,316,312.00 July 2000 5 33 14 1 0 2 0 21 j $2,253,716.00 Calendar Year 2000 567 205 70 1 0 4 0 135 $10,689,638.50 Fiscal Year 2000 567 113 � 40 1 0 3 0 74 $6,052,560.00 I Permit Number Y-04-097 and Y-04-098 were issued for each side of a duplex,only 1 structure was built. 2 Permit Number Y-2003-324 was voided,Outs only 519 of 520 assigned permit numbers bers were actually issued. J Permit Number Y-2002-034 was voided,thus only 490 of 491 assigned permit numbers were actually issued. °Permit Number 01259 was for 4 Attached SFDs;reissued as Permits 01259A,B,C,and D. 5 Permit Number 00189 was for 6 Attached SFDs - 6 Permit Number 00122 ivas for 6 Attached SFDs. '`' Permit Number 00101 was voided,thus only 205 of 206 assigned permit numbers were actually issued i--- ,.'"'— , UNITED CITY OF YORKVILLE To: Tony Graff, City Administra or From: Joe Wywrot, City Engineer Subject: Greenbriar Unit 4 - Letter of redit' Date: August 10, 2004 Attached find a notice from First Midwest Bank regarding expiration of their Letter of Credit No. 150014066-201 on October 2, 2004. This letter of credit, in the amount of $29,628.50, is for watermain construction and other miscellaneous work along Walsh Drive. I have called Karen at Crestview Builders and requested that she renew the letter of credit. In the meantime, in order to protect the city's interest, we should to begin the process of calling the letter of credit should that become necessary. Please place this item on the Public Works Committee agenda of August 23, 2004 for consideration. Cc: Dan Kramer, City Attorney Liz D'Anna, Deputy City Clerk ORIGINAL First Midwest Bank 300 North Hunt Club Road Gurnee,Illinois 60031 _ First Midwest June 3, 2004 Sent by Certified Mail, Return Receipt Number 7001 1940 0006 2991 8186 City of Yorkville 800 Game Faini Road Yorkville, IL 60560 Re: First Midwest Bank Letter of Credit No. 150014066-201 For the Account of: R.W. Development, Inc. At the Request of: Crestview Builders, Inc. Gentlemen: In accordance with the teilns and conditions of the above referenced Letter of Credit issued in your favor in the current amount of $29,628.50, we hereby inform you of the impending expiration date of October 2, 2004. Sincerely, Karen Jones Loan Operations Officer cc: R.W. Development, Inc. Joe Judd 1.21 i0.1 HOUSiMG LENDER ANC l 3 2 0 United City of Yorkville D,TT- County Seat of Kendall County EST. 800 800 Game Farm Road ,4 r- 0 Yorkville, Illinois 60560 0 0 Phone:630-553-4350 /6 1.1v�'' Fax:630-553-7575 `/4LE \\' / / To: Joe Besco, Chairman 6. ..----", / ��— From: Eric Dhuse, Public Works/ Date: August 5, 2004 Re: New Water Department Hire Joe, I would like to move forward with the hiring of a water department operator. This is a budgeted expenditure, and the start date will be no sooner than September 1, 2004. I would like to place this on the Public Works agenda on August 26th for discussion. r,.D .,7„...., United City of Yorkville Memorandum 800 Game Farm Road EST --- ,.1636 Yorkville, Illinois, 60560 4 �, Telephone: 630-553-4350 =L ._ `'�° Fax: 630-553-7575 kcE ‘‘)' Date: August 23, 2004 4 To: Eric Dhuse - Public Works Director From: Traci Pleckham - Finance Director, CC: Public Works Committee Subject: New Hire Budget Review Upon review of the Water Operations Budget, the request to hire the Water Department Operator was a budgeted item, and is within the budgeted salary amounts as listed below: WATER OPERATIONS CURRENT 2004/2005 BUDGET HOURLY ANNUAL Dept. SALARY SALARY Wtr 26.1518 $54,395.74 Wtr 25.9308 $53,936.06 Wtr 15.22 $31,657.60 Wtr 17.7854 $36,993.63 $176,983.04 Secretary 11 months 11.54 $11,001.47 New Operator 9/1 8 months 21184 $28,479.36 (1304 hours) TOTAL SALARIES $216,463.87 BUDGET $217,348.00 Difference $884.13 UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer Subject: Raintree Village Subdivision--1 nit Onsite Work Bond Reduction No. 1 Date: August 18, 2004 Attached find a request from the developer for a reduction in the bond for onsite work in Raintree Village—Unit 1. I have reviewed the request and concur with most of the request. There were some corrections needed in the amount of public sidewalk and parkway trees completed to date that result in a different reduction amount. Please refer to the attachments for details. I recommend a reduction in the bond for onsite work in Raintree Village Unit 1 in the amount of$2,418,011.96. The resulting new bond amount would be $829,249.36. Please place this item on the Public Works Committee agenda •f August 23, 2004 fa consideration. (( ;)---?r7/77',/ toe Cc: Liz D'Anna, Deputy City Clerk Dave Ihle, Concord Homes, Inc. 18-Aug-04 Letter of Credit/Bond Reduction Subdivision: Raintree Village- Unit 1 Onsite Work Reduction No. 1 LOC/Bond Approved Original amount Completed Reduction No.1 Amount to remain Item Ena. Est. for LOC/Bond Work Amount after Red. No.1 Sanitary Sewer $516,070.00 $567,677.00 $516,070.00 $490,266.50 $77,410.50 Watermain $486,185.00 $534,803.50 $486,185.00 $461,875.75 $72,927.75 Storm Sewer $630,170.75 $693,187.83 $630,170.75 $598,662.21 $94,525.61 Pavement $742,130.00 $816,343.00 $558,070.00 $530,166.50 $286,176.50 Landscaping $465,500.00 $512,050.00 $333,780.00 $317,091.00 $194,959.00 Miscellaneous $112,000.00 $123,200.00 $21,000.00 $19,950.00 $103,250.00 Totals $2,952,055.75 $3,247,261.33 $2,545,275.75 $2,418,011.96 $829,249.36 Notes: 1) Remaining LOC/Bond amt. to be 15% of substantially completed items plus 110% of uncompleted items. RAINTREE VILLAGE L.L.C. Via Federal Express July 23, 2004 Mr. Joseph Wywrot United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: Letter of Credit Reduction — Unit 1 Raintree Village L.L.C. Dear Mr. Wywrot, At this time, The Underground, Landscaping, Street Lighting & Binder Course has been completed in Unit 1. Raintree Village L.L.C. is requesting that the Bond # 1041 84456, for Unit 1 be reduced $2,835,545.75 from the original amount of $3,247,261.60, which will leave a remainder of $411,715.58. The Surface Course portion of the Letter of Credit will not be reduced at this time. If you have any questions regarding this matter, do not hesitate to contact me at (847) 776-0350 ext. #144. Sincerely D7WRF Ihle Land Development Area Manager Enclosures cc: Rick Piggott Kim Kavanagh 1540 East Dundee Road,Suite 350 Palatine,Illinois 60067 (847)776-0350 FAX (847)776-6070 1-Jul-04 RAINTREE UNIT 1 3-Nov-03 BOND 1041 44456 Travelers Surely ORIGINAL AMOUNT PREVIOUS REDUCTION REDUCTION REQUEST BALANCE DESCRIPTION QUANTITY UNIT PRICE EXTENSION QUANTITY UNIT PRICE EXTENSION QUANTITY UNIT PRICE EXTENSION %COMPLETE REMAINING SANITARY SEWER: 8"San Sewer,PVC SDR 26 4,691 LF $20.00 $93.820.00 0 $20.00 $0.00 4,691 $20.00 $93,820.00 100% $0.00 10"Sari Sewer PVC SDR 26 187 LF $30.00 $5,610.00 0 $30.00 $000 187 $30.00 $5,610.00 100% $0.00 10"San Sewer PVC SON 21 1,665 LF $35.00 558,275.00 0 $35.00 $000 1,665 $35.00 $58,275.00 100% $0.00 12"San Sewer PVC SOR 26 1.225 LF $25 00 $30,625.00 0 $25.00 $0.00 1,225 $25.00 530,625.00 100% $0.00 12"San Sewer PVC SDR 21 375 LF $40.00 $15,000.00 0 $40.00 $0.00 375 $40 OS $1500000 100% $0.00 30"Sen Sewer PVC DR,AWWA C-905 1.756 LF $70.00 $122,920.00 0 $70.00 $0.00 1,756 570.00 $122,920 00 100% $0.00 San MH,Type A,48'Dia 38 EA $2,100 00 $79,800.00 0 $2,100.00 $0.00 38 $2,100.00 $79,800.00 100% $0.00 San ME,Type A,60"Dia 5 EA $2,900.00 $14,500.00 0 $2,900.00 $0.00 5 $2,900.00 614,500.00 100% $0.00 San Service-Short 56 EA $400.00 $22,400.00 0 $400.00 $0.00 56 $400.00 $22,400.00 100% $0.00 San Service Long INCL.TBF 45 EA $1,400.00 $63,000.00 0 $1,400.00 $0.00 45 $1,400.00 $63,000.00 100% $0.00 Trench Backfill 460 LF $22.00 $10,120.00 0 $22.00 $0.00 460 $22.00 $10120.00 100% $0.00 TOTAL SANITARY SEWER: $516,070.00 $0.00 $516,070.00 100% $0.00 WATER MAIN: R"WM,Dip CL 52 W/FITGS 4,360 LF $21.00 $91,56000 0 $2100 $0.00 4,360 $21.00 $91,560.00 100% $0.00 12"WM Dip CL 52 W/FITGS 620 LF $29.00 $17,980.00 0 $29.00 $0.00 620 $29.00 $17,960.00 100% $0.00 16"WM,Dip CL 52 W/FITGS 3,430 LF $46.00 $157,780.00 0 $46.00 $0.00 3,430 $46.00 5157,780.00 100% $0.00 8"Valve in 48"Vault 15 EA $1,500 00 $22,500.00 0 $1,500.00 50.00 15 $1,500.00 622,500.00 100% $0.00 12"Valve In 60"Vault 4 EA $2,60000 $10,400 00 0 $2,600.00 $0.00 4 $2,600.00 $10,400.00 100% $0.00 16"Valve In 60"Vault 7 EA $6,400.00 544,800.00 0 $6,400.00 $0.00 7 $6,400.00 $44,800.00 100% $0.00 Fire FIYO.W/AUX Valve&Valve Box 29 EA $1,950 00 $56,550.00 0 $1,950.00 $0.00 29 $1,950.00 $56,550.00 100% 60.00 Water Service Short,1"W/B.Box 47 EA $375.00 $17,625 00 0 $375.00 $0.00 47 $37500 $17,625.00 100% 60.00 Water Service Long,1"WIB-Box 53 EA $90000 $47,700.00 0 $900.00 $0.00 53 $900.00 $47,700.00 100% $0.00 161X3/8 Steel Casing 30 LF $65.00 $1,950.00 0 $65.00 $0.00 30 $65.00 $1,950.00 100% $0.00 Pressure Connection,12"X16"WNault 1 EA $9,500.00 $9,500.00 0 89,500.00 $0.00 1 $9,500.00 69,50000 100% $0.00 Trench Backfill 490 LF $16.00 $7,1340.00 0 $1600 $000 490 $16.00 $7,840 00 100% $0.00 TOTAL FOR WATERMAIN: $486,185.00 $0.00 $486,185.00 100% $0.00 STORM SEWER: 4"Under Drain WISIone&Fabric 90 LF $16.00 $1,440.00 0• $76.00 $0.00 90 $16.00 $1,440.00 100% $0.00 12"Storm Sewer,RCP.CL V 5,305 LF $17.00 $90,185.00 0 $17.00 $0.00 5,305 $17.00 $90,185.00 100% $0.00 15"Storm Sewer RCP,CL V 2,623 LF $18.00 $47,214.00 0 $18.00 $0.00 2,623 $18.00 $47,214.00 100% $0.00 18"Storm Sewer,RCP,CL IV 144 LF $22.25 $3,204.00 0 $22.25 MOO 144 $22.25 $3,204.00 100% $000 16"Storm Sewer,RCP,CL III 1,659 IF $20.50 $34,009.50 0 $20.50 $0.00 1,659 $20.50 $34,009.50 100% $0.00 21"Storm Sewer,RCP,CL IV 59 LF $27.50 $1,622.50 0 $27.50 $0.00 59 $27.50 $1,622.50 100% $0.00 21"Storm Sewer,RCP,CL III 1,096 LF $25.50 $27,949 00 0 $25.50 $0.00 1.096 $25.50 $27,948.00 10D% $0.00 24"Storm Sewer,RCP,CL IV 277 LF $31.50 $8,725.50 0 $31.50 $0.00 277 $31.50 $8,725.50 100% $0.00 24"Storm Sewer,RCP,CL III 2,093 LF $29.75 862,266 75 0 $29.75 $0.00 2,093 $29.75 $62,266.75 100% 60.00 24"Storm Sewer,Dip PC350 20 LF $37.50 $1,050.00 0 $37.50 $0.00 28 $37.50 $1,050.00 100% $0.00 27"Storm Sewer,RCP CLIII 103 LF $36.00 $3,708.00 0 $36.00 $0.00 103 03600 $3,708.00 100% $0.00 30"Storm Sewer.RCP,CLIV 259 LF $39.00 $10,10100 0 $39.00 $0.05 259 $39.00 $10,101.00 100% $0.00 30"Storm Sewer,RCP,CLIII 578 LF $37.50 $21,675.00 0 $37.50 $0.00 578 $37.50 $21,675.00 100% $0.00 30"Storer Sewer,DIP PC350 02 LF $48.55 $3,977.00 0 $46,50 $0.00 82 $48.50 $3,977.00 100% 00.00 36"Storm Sewer,RCP CL IV 420 LF $53.D0 $22.260.00 0 $53.00 $0.00 420 $53.00 $22,260 00 100% $0.00 36"Storm Sewer,RCP CL III 499 LF $51.00 $25,449.00 0 $51.00 $0.00 499 $51 00 025,449.00 100% $0.00 42"Storm Sewer,RCP CL IV 199 LF $64.50 $12.835.50 D $64 50 $0.00 199 $64.50 512,835 50 100% $0.00 54"Storm Sewer,RCP CL IV 170 LF $120.00 520,400.00 0 $120.00 $0.00 170 $120.00 $20,40000 100% $0.00 1-Jul-04 RAINTREE UNIT 1 3-Nov-03 BOND 1D41 84456 Travelers Surety ORIGINAL AMOUNT PREVIOUS REDUCTION REDUCTION REQUEST BALANCE DESCRIPTION QUANTITY UNIT PRICE EXTENSION QUANTITY UNIT PRICE EXTENSION QUANTIT UNIT PRICE EXTENSION %COMPLETE REMAINING Inlet Type A,24"Dia. 39 EA $600.00 $23,400.00 0 $600.00 $0.00 3 $600.00 $23,400.00 100% $0.00 Catch Basin Type B,36"Dia 37 EA $1,000.00 $37,000.00 0 $100000 $0.00 3 $1,000.00 $37,000.00 100% $0.00 Catch Basin Type A,48"DIA. 5 EA $1,200.00 $6,000.00 0 $1,200.00 $0.00 $1,200.00 $6,000.00 100% $0.00 Catch Basin Type A,60"DIA 2 EA $1,80000 $3600.00 0 $1,800.00 $0.00 $1,800.00 $3,600.00 100% $0.00 Catch Barin Type A,72"DIA 1 EA $2,850.00 $2,850.00 0 $2,650.00 $000 $2,850.00 82,850.00 100% $0.00 Manhole Type A,36"DIA. 8 EA $900.00 $7,200.00 0 $90000 $0.00 $900.00 $7,200.00 100% $0.00 Manhole Type A,48"DIA. 28 EA $1,10000 $30,800.00 0 $1,100 00 00.00 2 $1,100.00 $30,800.00 100% $0.00 Manhole Type A,60"DIA 30 EA $1,450 00 $43,500.00 0 $1,450.00 $0.00 3 $1,450 DO $43,500.00 100% $0.D0 Manhole Type A,72"DIA. 2 EA $2,600.00 $5,200.00 0 $2,600 00 $0.00 $2,600.00 $5,200.00 100% $0.00 Special Manhole 59(4'Box EA $4,800.00 $4,800.00 0 $4,800.00 $0.00 $4,800.00 04,800.00 100% $000 Special Manhole 6'05'Box EA $5,750.00 05,750.00 0 05.750.00 $0.00 1 $5,750.00 $5,750 00 100% $0.00 Special Manhole 62(6'Box EA 07,500.00 $7,500.00 0 $7,500.00 $0.00 1 $7,50000 $7,500.00 100% $0.00 CONC FL End Sect,12" EA $750.00 $3,000.00 0 $75000 $0.00 $750.00 $3,00000 100% $0.00 CONC FL.End Sect,10'W/Grate EA $850.00 $850.00 0 $85000 $0.00 $850.00 $850.00 100% $0.00 CONC FL End Secl 21"WI Grate EA 0900.00 $900.00 U $900.00 $0.00 $900.00 $900.00 100% $0.00 CONC FL.End Sect.24"VV/Grate EA $97500 $1,950.00 0 $97500 $0.00 $97500 $1,950.00 100% $0.00 CONC FL.End Sect 30"=Grate EA $1,350.00 $6,75000 0 $1,350.00 $000 $1,350.00 06,75000 100% $0.00 CONC FL End Sec)54"VV/Grate EA 02,650.00 02,650.00 0 $2,650 00 $0.00 $2,650.00 $2,650.00 100% $0.00 Sloan Service 100 EA $150.00 015000.00 0 $150.00 $0.00 10 $15000 $15,000.00 100% $0.00 Trench Backfill 1,950 LF $12.00 $23,400.00 0 $12.00 SO CO 1,95 $12.00 $23,400.00 100% $0.00 TOTAL FOR STORM SEWER: $630,170.75 00,00 0630,170.75 100% 00.00 PAVEMENT: 1.5"BIT CONC.Sud.CSE,TY 2,MIX O,CLI 25,960 SY $3.50 090,86000 0 $3.50 $0.00 $3.50 $0.00 $90,860.00 2.5"BIT CONC Binder CUE,TY 2 CLI 14,000 SY $5.25 073,500.00 0 $5.25 $0.00 14,000 $5.25 $73,500 00 100% $0.00 4.5"BIT CONC Binder CSE.TY 2 CLI(2 Lill) 11,960 SY $6.50 077,740.00 0 $6.50 $0 00 11,960 $6.50 $77,740.00 100% $0.00 10"Crushed Agg Base CSE,Type B 14,000 SY $7.00 098,000.00 0 $7.00 00.00 14,000 $7.00 $98,000.00 100% $0.00 12"Crushed Agg Base CSE.Type B 11,960 SY $8.00 095,680.00 0 $8.00 $000 11,960 $8 00 $95.080.00 100% $0.00 3"BIT CONC Surf.CSE TY 2,Mix D,CLI 3,800 SY $6.75 025,650.00 0 $6.75 $0.00 0 $6 75 $000 $25,650.00 10"Crushed Agg Base CSE,Type B 3,800 SY $7.00 $26,60000 0 $7.00 $0.00 3,800 $7 00 $26.600.00 100% $0.00 COMB CONC.Curb 8 Gutter,Type B-6.12 16,980 LF 010.00 $169,80000 0 010.00 $0.00 16,980 $10.00 $169,800.00 100% $0.00 P.C.0 Sidewalk 84,300 SF $1.00 $84,300.00 0 $1.00 $0.00 04,300 01,00 $84,300.00 100% $0.00 TOTAL FOR PAVEMENT: $742,130.00 $000 0625,620.00 75% $116,510,00 LANDSCAPING: 2-1/2 Cal.Street Trees 388 EA $370.00 $143,560.00 0 $370.00 $0.00 388 $370.00 $143,560.00 100% $0.00 6"1 all Ornamental Trees 73 EA $225.00 $16,425.00 0 $225.00 $000 73 $225.00 $16,425.00 100% $0.00 6"Tall Evergreen Trees 107 EA $250.00 $26,750.00 0 $250.00 $0.00 107 $250.00 026.750.00 100% $0.00 Deciduous Shrubs 121 EA $35.00 $4,235.00 0 $35.00 $0.00 121 $35.00 $4,23500 100% $0.00 Ornamental Grasses 504 EA $1500 07,560.00 0 $1500 $0.00 504 $15.00 $7,560.00 100% $0.00 Perennials 950 EA $12.00 $11,400 00 0 $12.00 $0.00 950 $12.00 $11,400 D0 100% $0.00 i Groundcaver 460 EA $3.50 $1,610.00 0 $3.50 $0.00 460 $3.50 $1,610.00 100% $0.00 SOD 6,800 SY $2 50 $17,000 00 0 $2.50 $0.00 6000 $2.50 017.000 00 100% $0.00 1 Mulch 104 CY $35.00 $3,640.00 0 $35.00 $0.00 104 $35.00 $3,640.00 100% $0.00 1 Lawn Seed WE.C.Blanket 10 AC $7,800.00 $78,000.00 0 $7,800.00 $0.00 10 $7,800.00 $78,000.00 100% $0.00 • Low Profile Prairie Seed Mix W/E C.Blanks) 5.5 AC $8,200.00 $45,100.00 0 08.200.00 $0.00 5.5 $8,200.00 $45,100.00 100% _ $0.00 Wel Meslc Seed Mix W/E.C.Blanket 1.5 AC $8,200.00 $12,300.00 0 $0200.00 $0.00 1.5 $8,200.00 $12,300.00 100% $0.00 Emergent Plantings 30 AC $7000.00 $21,000.00 0 $7,000.00 $0.00 30 $7,000.00 $21,000.00 100% $0.00 Native Plantings 0,6 AC $0200.00 $492000 0 08,200.00 $000 0.6 $8,20000 $4,920.00 100% $0.00 Entrance Feature 10 EA $72000.00 $72,000.00 0 $72000.00 $0.00 1.0 $72,000.00 $72000.00 100% $0.00 TOTAL FOR LANDSCAPING: $465,500.00 $0.00 8465,500.00 100% 80.05 1-Jul-04 RAINTREE UNIT 1 3-Nov-03 BOND 1041 84456 Travelers Surely ORIGINAL AMOUNT PREVIOUS REDUCTION REDUCTION REQUEST BALANCE OESCRIPTION QUANTITY UNIT PRICE EXTENSION QUANTITY UNIT PRICE EXTENSION QUANTIFY UNIT PRICE EXTENSION %COMPLETE REMAINING MISCELLANEOUS: Sheet Light(Complete) 32 EA $3,500.00 $112 000.00 0 $3,500.00 50.00 32 $3,500.00 $112 000.00 100% $0.00 TOTAL FOR MISCELLANEOUS: $112,000.00 $0.00 $112000.00 100% • $0.00 TOTAL SITE IMPROVEMENTS: $2,952,055.75 $0.00 $2,835,545.75 $116,510.00 CONTINGENCY I 10% $295,205.56 TOTAL SITE IMPROVEMENTS: $3,247,261.33 TOTAL REDUCTION-THIS REQUEST: $2,835,545.75 'TOTAL PREVIOUS REDUCTIONS: $0.00 BALANCE REMAINING-LETTER OF CREDIT: $411,715.58 C. 1 ' UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer L ' Subject: Route 34 Improvements— Supp'lemental NMT Appropriation Resolution Date: August 19, 2004 The city entered into a joint agreement with IDOT (attached) in 2001 which obligated us to pay 10% of the traffic signal construction at the Route 34/McHugh intersection, 100% of the signal interconnect and roadway lighting for that traffic signal, and 15% of the engineering costs. The total estimated cost of this work at the time we entered into the agreement was $44,000. At that time we also passed an MFT appropriation resolution for that same amount. IDOT has now completed that project and our share of the cost, based on awarded unit prices, is $46,659.16. In order to pay our share, we first need to pass a supplemental MFT appropriation resolution in the amount of$2,659.16. Attached find the proposed ►A! .ppropria •• resolution in the amount of$2,659.16. Please place this item on th- ugust 23, 2004 Public •rks Committee agenda for consideration. --e/fi/` Cc: Traci Pleckham, Director of Finance Liz D'Anna, Deputy City Clerk Construction ViIllinois Department Resolution for Improvement by Municipality Under the Illinois of Transportation Highway Code BE IT RESOLVED, by the City Council of the Council or President and Board of Trustees United City of Yorkville Illinois City,Town or Village that the following described street(s) be improved under the Illinois Highway Code: Name of Thoroughfare Route _ From To Route 34 US 34 McHugh Road Illinois Route 47 BE IT FURTHER RESOLVED, 1. That the proposed improvement shall consist of Traffic signal construction, signal interconnect cabling, Street lighting, and related engineering fees and shall be constructed N/A wide and be designated as Section 01-00024-00-TL 2. That there is hereby appropriated the (additional ,'Yes ❑ No) sum of Two thousand, six hundred and Fifty-nine and 16/100 Dollars ( $2,659.16 ) for the improvement of said section from the municipality's allotment of Motor Fuel Tax funds. 3. That work shall be done by contract ; and, Specify Contract or Day Labor BE IT FURTHER RESOLVED, that the Clerk is hereby directed to transmit two certified copies of this resolution to the district office of the Department of Transportation. APPROVED I, Jackie Milschewski Clerk in and for the • United City of Yorkville City,Town or Village County of Kendall , hereby certify the Date foregoing to be a true, perfect and complete copy of a resolution adopted by the City Council Council or President and Board of Trustees Department of Transportation at a meeting on September 14, 2004 Harp IN TESTIMONY WHEREOF, I have hereunto set my hand and seal this day of District Engineer (SEAL) City Clerk City,Town or Village BLR 4103(Rev. 11/00) Illinois Department of Transportation Memorandum To: Roger Driskell Attn: Sunday Odele From: Dan Mestelle By: Harold Fogarty Subject: City of Yorkville Participation* Date: July 29, 2004 FAP 591 (US 34) (12,13)TS&I Kendall County Contract No. 66208 The cost to the city of Yorkville for this improvement in accordance with the city-state agreement and as built quantities is as follows: Q230L01 Y031 1F $183,191.00 @ 10% $18,319.19 (Traffic Signals @ US 34 and McHugh Rd.) 07A0L01 Y030 1E $22,253.99 @ 100% $22,253.99 (Roadway Lighting & Interconnect Cable) SUBTOTAL $40,573.18 ENGINEERING (15%) $6,085.98 TOTAL $46,659.16 Cc: City of Yorkville C__Lao B. Hucker J. Threadgill File '�`0S((finals Department ection No.: (12 & 130)TS&I MFT: 01-00024-00-TL of Transportation Local Agency Local Agency: City of Yorkville Job No. C-93-122-01 Joint Agreement County Kendall Agreement No.: J-N 302004 _ This AGREEMENT entered into by and between the State of Illinois, acting by and through its Department of Transportation Hereinafter called the State, and the .city of Yorkville of the State of Illinois, hereinafter called the LA. WITNESSETH Whereas, the State, in order to facilitate the free flow of traffic and insure safety to the motoring public, is desirous of making the improvements described in Exhibit A attached hereto and made a part hereof and further identified as follows: and Route: U.S. 34 (FAP 591) LA Street Name: N/A Termini: From 800' east of Illinois 47 easterly 0.6 mile to 100' east of Tuma Road. Whereas, the LA is desirous of said improvements in that same will be of immediate benefit to the LA residents and permanent in nature; Now, therefore, in consideration of the mutual covenants contained herein, the parties hereto agree as follows: Article The State Agrees: 1. To make the surveys, obtain all necessary right-of-way, (if required), prepare plans and specifications, receive bids and award the contract, furnish engineering inspection during construction and cause the improvement to be built in accordancE with the plans, specifications and contract. 2. To pay all right of way (if applicable), construction and engineering costs, including the cost of any Railroad adjustments, subject to reimbursement by the LA as hereinafter stipulated. The State will negotiate with the Railroad(s) for any required adjustments. 3. Upon final field inspection of the improvement and so long as the route is used as a State Highway, to maintain or cause to be maintained, the median, the through traffic lanes, left and right turn lanes and the curb and gutter or stabilized shoulders and ditches adjacent to those lanes. • Article II The LA Agrees: 1. To reimburse the State for its share of construction, engineering and/or right-of-way costs as determined in Exhibit B attached hereto and made a part hereof and in the manner described in Exhibit C. 2. To pass a resolution appropriating sufficient funds to pay its share of the cost of this improvement a copy of which is attached hereto as Exhibit C and made a part hereof and will pass a supplemental resolution if the original amount appropriated is insufficient to cover their final costs. 3. To adopt, prior to the State advertising for bids, or continue to enforce an ordinance requiring parking within the designated parking lanes be parallel to the curbs and prohibited at all other locations within the limits of the improvement, a copy of which is attached hereto and will in the future, prohibit parking at such locations on or immediately adjacent to the improvement as may be determined necessary by the State from traffic capacity studies. 4. To adopt, prior to the State advertising for bids, or continue to enforce an ordinance relative to the disposition of encroachments and prohibiting in the future any new encroachments within the limits of the improvement, a copy of which is attached hereto. The disposition of encroachments will be cooperatively determined with LA and State representatives. 5. To provide prior to the State advertising for the work to be performed hereunder approval of the plans and specifications as prepared, by resolution or letter. 6. To prohibit driveway entrance openings to be made in the curb, as constructed, without the written consent of the State. 7. To exercise its franchise right to cause private utilities to be relocated at no expense to the State. 8. To cause LA owned utilities located on right of way acquired by the State or installed within the limits of a roadway after the said roadway was taken over for maintenance by the State, to be relocated and/or adjusted at no expense to the State. , - a) .3 ra U - - U Q. )a -0 r 9. Upon final field inspection of the improvement to maintain or cause to be maintained those portions Z Q N of the improvement which are not maintained by the State including: ❑ ❑ A. Parking lanes and the curb and gutter adjacent thereto ❑ ❑ B.- Highway lighting system including furnishing the electrical energy therefore C. Storm Sewers and Appurtenances �❑ ❑ ❑ (1) Applicable when storm sewer system constructed for State highway drainage only: to perform those functions necessary to keep the sewer in a serviceable condition including cleaning sewer lines, inlets, manholes and catch basins along with the repair or replacement of inlet, manhole and catch basins'.frames, grates or lids. The maintenance, repair and/or reconstruction of storm sewers constructed as part of this improvement beyond the afore described responsibilities shall be that of the State. J K ❑ ❑ (2) Applicable when storm sewer system constructed as a joint LA and State use facility: to perform those functions necessary to keep the sewer in a serviceable condition including cleaning sewer lines, inlets, manholes and catch basins along with the repair or replacement of inlet, manholes and catch basins' frames, grates or lids. The LA and State shall share the cost of maintenance, except as aforedescribed, repair and/or reconstruction of the joint use sewer(s) to the same proportioning as the sewers initial construction costs were proportioned. ❑ ❑ ❑ D. Sidewalks, parkways, guardrails, crosswalk and stopline markings and LA owned utilities including the appurtenances thereto. ❑ ❑ Xi 10. To adopt, prior to the State advertising for bids, or continue to enforce an ordinance prohibiting the discharge of sanitary sewers and industrial waste into any storm sewer or drainage facility constructed as a part of this improvement, a copy of which is attached hereto. Article III It is mutually agreed: 1. Traffic signal maintenance and the electrical energy therefore shall: ] ❑ ❑ A. Continue to be as outlined in the Master Agreement executed by The State and LA on (❑ ❑ ❑ B. Be proportioned between the parties hereto in accordance with Exhibit D attached hereto and made a part hereof. 2. This Agreement and the covenants contained herein shall be null and void in the event a contract covering the construction work contemplated herein is not awarded within three years subsequent to execution of the Agreement. 3. This Agreement shall be binding upon and to the benefit of the parties hereto their successors and assigns. Article IV Attached hereto and made a part hereof are Attachments which either amend the aforesaid covenants and/or supplement the terms of this Agreement. Executed on behalf of the LA State of Illinois, Department of Transportation this \3� day f d�_e4 40—� , 2001 Executed on behalf of the State this 3rd day of December 2001 ------ 'F k(=tre Mayor of Yorkville ' Y / District Engineer e .ttE..i _._ —. �,�-� • , • CierklJ R LODUL 14ctssjpsf. y- g6 W ()col, '`N1,3d -1,ocrz, 'y1 9 (IoQZ 6°i io Z°QZ 'ye l ooZ .1W91 A. \ool ilvei3d 51. .1,04-13d 33 oy ;�`dVW1WI ed r4' 1 610A sl t sio 01, 23 i wr l-l. 30 1) I _ J,1N6N1 �r� Ao -11-3va1 r tool �� �r►N- 31Y\ I -A- .1.0,i1 n t 11(fill c.\ 46,.. /. i 1 �`` _.1```., 40 \ __wk ,_ ... ...it)?b ,,,z1.\. , r______ ,---- --,k, sn i .. .moo) -0 3"I 1 IfoA T 3 a.!s Lr cJ I IaoZ d--R4or+7 ;b a9 01 Kallv7oi .1.1 Prtiot 'CPS iiikinco -y��mtnsr� 41N-3r �Yld ��IfYo�7��1IyI of 3JONKcriblNi .s s 'N J\d 3N te>I Ion _Lrg3d Si. .17te7-7. ;=;.,. , EXHIBIT t DESCRIPTION OF IMPROVEMENT -he subject project, identified as U.S. Route 34 (FAP 591), State Section (12 & 13C)TS&I, Village MFT Section. )1-00024-00-TL, begins approximately 800' east of Illinois Route 47 and extends 0.6 mile to approximately 100' east of Tuma Road in Yorkville, Illinois. 'avement Widening — Widen U.S. Route 34 to a three lane pavement section (one through lane for each (rection of traffic and one bi-directional turn lane) to complement three intersections being previously ;onstructed via separate contracts. In summer 2001, the STATE has let a contract to realign the existing south eg of McHugh Road. Through the permit process, one developer is to construct a new three legged ntersection of Marketplace Drive located approximately 1,100' east of Illinois Route 47. A second developer, 'ia a permit, is to construct a new three legged intersection of Countryside Road located approximately 400' :ast of Tuma Road. Pavement width will differ at the three intersections as cited in the following paragraphs. ,lcHugh Road Intersection — Route 34 will be widened to a 48' width/four lane pavement section at the elocated McHugh Road intersection. The west leg of the intersection will consist of one 12' wide westbound hrough lane and for eastbound traffic, one left turn, one through lane, and one right turn lane. The east leg will ;onsist of one through lane for eastbound traffic and for westbound traffic, one through lane, one right turn ane, and one left turn lane. All lanes will be 12' wide. Curb and gutter will be constructed at the intersection. Traffic signals with combination roadway lighting will also be installed, of which the city will be required to assume 10 percent of the engineering and construction costs of the traffic signals and 100 percent of all costs associated with the roadway lighting. A master controller for interconnection will be included with the McHugh load project. A battery backup system also will be installed. Turning radii to the.south leg of McHugh Road will be increased to properly match the widened Route 34. A ;hort pavement section will be constructed to the north radius return of the intersection. Being 40' in width, the iorth stubbed pavement will properly match the city's planned three lane pavement to the north. All road :onstruction north of the north radius return will be the full responsibility and cost of the city of Yorkville and/or ieveloper. J.S. Route 34 at Countryside Intersection —Widening of Route 34 from a point 1,100' east of relocated vlcHugh Road easterly to 600' east of Countryside Road will be the full responsibility of the developer through he cityof Yorkville's submittal of apermit to the IDOT, District 3 office. This portion of Route 34 will also be videned to a three lane roadway consisting of one through lane for each direction of traffic and a bi-directional urn lane, except at Countryside Road where exclusive left turn lanes will serve the intersection. Four foot wide )ituminous shoulders will be provided. All lanes will be 12' wide. Traffic signals will be installed. Interconnect ;able will be installed by the STATE along Route 34 from the Countryside Road controller to a hand hole near Euma Road. J.S. Route 34 and Marketplace Drive Intersection — Route 34 will be widened to a four lane roadway ;onsisting of one through lane for each direction of traffic, one westbound left turn lane, and one future ?astbound right turn lane. This work by the STATE will complete the Marketplace Drive entrance constructed inder permit by the developer. The CITY will cause the developer via the permit process to install traffic ;ignals at this same intersection when future traffic volume warrants are met. nterconnect Cable — The CITY will assume 100 percent costs of all interconnect cable to be housed in conduit hat is to be installed by either the STATE or the various developers via permits. All interconnect cable will be nstalled by the STATE. The interconnection will tie the following intersections togeher: Landmark/Illinois Route 47, U.S. Route 34/Illinois Route 47 McHugh/U.S. Route 34, Countryside/U.S. Route 34, and future 1 signalization at U.S. Route 34/Marketplace Drive. Interconnections are anticipated to the north and west of the U.S. Route 34 and Illinois Route 47 intersection on future projects separate from and not a part of this contract. All other work necessary to complete the project will be performed in accordance with approved plans and specifications. 2 EXHIBIT B COST DISTRIBUTION is mutually agreed by and between the parties hereto that an estimated cost and cost distribution for the nprovement of U.S. Route 34 (FAP 591) from 800' east of Illinois Route 47 easterly 0.6 mile to 700' east of uma Road identified as State Section (12 & 13)TS&I, Village MFT Section 01-00024-00-TL, be as follows: TOTAL FEDERAL STATE CITY toad Construction $450,000 $360,000 $90,000 $0 (80%) (20%) .raffic Signals: $200,000 $160,000 $20,000 *$20,000 J.S. 34 @ McHugh (80%) (10%) (10%) oad ;ombination $8,000 $0 $0 $8,000 Zoadway Lighting: (100%) J.S. 34 @ McHugh oad .codify Controller at $8,000 $6,400 $1,600 $0 J.S. 34 & (80%) (20%) Ilinois 47 nterconnect Cable $10,000 $0 $0 $10,000 (100%) Subtotal $676,000 $526,400 $111,600 $38,000 ngineering (15%) $101,400 $78,960 $16,740 $5,700 _and Acquisition $550,000 $0 $550,000 $0 Totals $1,327,400 $605,360 $678,340 $43,700 SAY $44,000 The CITY's share of cost for permanent traffic signals will not exceed 125 percent of the $20,000 stated above plus 15 percent for engineering. 3 EXHIBIT C RESOLUTION NO. • APPROPRIATION OF FUNDS FOR INSTALLATION OF TRAFFIC SIGNALS, ROADWAY LIGHTING, AND INTERCONNECT CABLE AT THE RELOCATED U.S. ROUTE 34 AND MCHUGH ROAD INTERSECTION WHEREAS, on February 22, 2001, the city of Yorkville of Kendall County, Illinois, did enter into an agreement with the state of Illinois, through its Department of Transportation, hereinafter called the STATE. The said agreement cited share of cost participation between the CITY and STATE for improving U.S. Route 34 between Orchard Road and a point 870' east of Illinois Route 47, including realigning the south leg of McHugh Road and installing traffic signals at the newly relocated intersection with U.S. Route 34. WHEREAS, rapid development of the U.S. Route 34 corridor east of Illinois Route 47 has resulted in the construction of an additional intersection both east and west of the realigned McHugh Road intersection. Developers to be accomplished through permits from the STATE to construct the two additional intersections and install traffic signals. These developments have necessitated the STATE to revise its plans for improving U.S. Route 34 to complement the additional intersections and accommodate anticipated increases in traffic. WHEREAS, due to changes in scope of improvements to U.S. Route 34 and differing costs, the February 22, 2001 joint agreement entered into by the STATE and CITY is not applicable. Therefore, the CITY hereby declares the February 22, 2001 agreement and related funding appropriation resolution #2001-11 to be hereby nullified and void and replaced with the terms of this resolution as hereinafter stated. WHEREAS, the CITY and STATE have entered into an agreement relating to the widening of U.S. Route 34 (FAP 591) from 800' east of Illinois Route 47 easterly 0.6 mile to 100' east of Tuma Road, identified as State Section (12 & 13C)TS&I, Village MFT Section 01-00024-00-TL. Included in the project is the installation of traffic signals and roadway lighting at the relocated McHugh Road and installation of interconnect cable. This resolution and latest agreement replaces the February 22, 2001 city-state agreement and resolution #2001-11 judged to be null and void by the CITY. Ordinances #2001-13, #2001-14, and #94-4 regulating parking, encroachment on public right of way and prohibiting connection of sanitary sewer to be highway drainage systems shall remain in force and effect. WHEREAS, in compliance with the proposed widening of Route 34 and construction of traffic signals, roadway lighting and interconnect cable cited in the latest agreement, it is necessary for the CITY to appropriate Motor Fuel Tax Funds and/or other funds to pay its reimbursement to the STATE to pay its engineering and construction costs of traffic signals, roadway lighting, and interconnect cable. NOW, THEREFORE, BE IT RESOLVED that there is appropriated the sum of FORTY-FOUR THOUSAND DOLLARS ($44,000) or so much thereof as may be necessary from money now and hereinafter allotted to the CITY under the provisions of the Motor Fuel Tax Law, to pay its share of engineering and construction of traffic signals, roadway lighting and interconnect cable as providing in the latest agreement. BE IT FURTHER RESOLVED that upon receipt of the first and subsequent progress payments made to the contractor, the CITY will pay to the Illinois Department of Transportation of the state of Illinois, to and from funds allotted to the CITY, an amount equal to the CITY's share of $44,000 divided by the estimated construction costs, $676,000, multiplied by the actual progress payment made to the contractor until the entire obligation incurred under the Agreement has been paid, based upon final bid unit prices. 4 BE IT FURTHER RESOLVED that the CITY agrees to pass a supplemental resolution to provide additional Funds if the amount appropriated herein proves to be insufficient to cover its share of the costs. Passed and approved by the City Council of Yorkville, Kendall County, Illinois, this 1..�— day of VQ` — , 2001. ,PPROVED: STATE OF ILLINOIS ) CITY OF YORKVILLE Arthur Prochaska, Mayor U'EL I, immons, City Clerk, in and for the city of Yorkville, hereby certify the foregoing to be a true, perfect, and complete copy of the resolution adopted by the Yorkville City Council at a meeting • on 2001. TATE OF ILLINOIS IN TESTIMONY WHEREOF, I have hereunto set )EPARTMENT OF TRANSPORTATION my hand and seal this day of 2001. r )istrict Engineer City' erk , 2001 r w ,•; ti\ X1.1-✓r ,yc©A•'' u - `4 (3 O 1- 6 171 - = U U co 5 Yorkville Police Department 2004 Truck Enforcement Summary Ticket `k Bond , Funds Date Time Offense Location Disposition,, Number • TakenFeceived 01/07/04 7:32 20877 Overweight on Axles Route 34/Marketplace Drive $590 Ex Parte $430.00 21061 Overweight on Highway $1,405 Guilty $732.00 02/18/04 9:01 Route 47/Route 34 21062 Overweight on Registration $2,622 Guilty $760.06 02/19/04 9:07 21010 Route 47/Route 71 $395 Ex Parte $260.00 02/19/04 9:30 21064 Overweight on Gross Route 47/Route 71 $590 Ex Parte $430.00 02/23/04 14:30 21065 Overweight on Axles Route 47/Countryside Parkway $395 Ex Parte $260.00 03/16/04 11:14 21013 Overweight on Gross Route 47/Wheaton Avenue $1,070 Ex Parte $850.00 04/07/04 10:32 21017 Overweight on Registration Route 47/Bonnie Lane $350 Ex Parte $135.72 04/14/04 12:27 21018 Overweight on Axles Route 47/Cannonball Trail $245 Guilty $160.00 04/15/04 13:36 21019 Overweight on Axles Route 47/Greenbriar Road $245 Supervision $130:00 04/28/04 10:04 21020 Overweight on Bridge Route 47/Amurol Drive Promise to Comply Guilty $1,365.00 21023 Overweight on Gross $1,070 Guilty $850.00 04/29/04 12:09 Route 47/Route 71 21024 Overweight on Registration $590 Stricken $0.00 05/19/04 13:10 21902 Overweight on Axles Route 71/Route 47 $535 Stricken $385.00 05/25/04 12:35 21904 Overweight on Axles Route 34/Cannonball Trail $350 Ex Parte $220.00 21905 Overweight on Axles $2,165 Pending $0.00 05/26/04 9:19 Walsh Drive/Columbine Court 21906 Overweight on Registration $350 Pending $0.00 21907 Overweight on Gross $1,660 Guilty $870.60 05/27/04 9:09 Route 71/Route 126 21908 Overweight on Registration $1,405 Guilty $392.62 06/21/04 10:02 22145 Overweight on Axles Route 71/CountryHills Drive 9 $983 Pending $0.00 06/30/04 9:06 22146 Overweight on Axles Route 71/Route 47 $535 Pending $0.00 Report Last Updated 8/25/2004 at 10:48 AM Page 1 of 2 Authored by Molly Batterson, Office Supervisor Yorkville Police Department 2004 Truck Enforcement Summary Ticket Bondtends Date Time Offense Location Disposition Numbers Taken Received 07/23/04 12:59 21709 Overweight on Bridge Route 47/Amurol Drive Incarcerated Pending $0.00 07/26/04 12:27 21712 Overweight on Axles Route 34/Cannonball Trail $210 Pending $0.00 08/05/04 8:02 21717 Overweight on Axles Route 47/Wheaton Avenue $210 Pending $0.00 08/10/04 8:02 21718 Overweight on Axles Route 47/Landmark Avenue $210 Pending $0.00 08/13/04 12:38 21723 Overweight on Axles Royal Oaks Drive/Bristol Ridge Road $210 Pending $0.00 Totals For Bond Taken and Fines Received After Court Costs - 2004 $18,390 N/A $8,231.00 Totals For Bond Taken and Fines Received After Court Costs- 2003 $15,972 N/A $11,343.01 Totals For Bond Taken and Fines Received After Court Costs - 2002 $42,014 N/A $21,665.12 Totals For Bond Taken and Fines Received After Court Costs 2001 $56,232 N/A $30,226.86. Totals For Bond Taken and Fines Received After Court Costs - 2000 $25',815 N/A $13,026.43 Running Total $158,423 N/A $84,492.42 Report Last Updated 8/25/2004 at 10:48 AM Page 2 of 2 Authored by Molly Batterson, Office Supervisor Yorkville Police Department - Overtime Manhour Utilization Report - 08-21-04 Date Court Training Relief Details Admin Emerg Invest Corn Sery Full,Time Part Time 05/15/04 6 0 1.75 7 12 1 0 1 0 Ia 7 25 3 0 i 27 22.75 05/29/04 i 2 0 4 ' 16 0 0 30.25 1 1 53.25 34 06/12/04 , 7.5 0 0 I 28.5 0 0 23.75 ( 4 63 75 26.25 ._._- 06/26/04 1 2 I 0 07/10/04 2 0 6 i 12 j 0 0 10.25 0 30.25 24.5 07/24/04 1 2 1 8 5 0 0 0 21 2 38 38 08/07/04 2 0 0 0 ( 0 2 2 5 11 33 08/21/04 12._._._. i....__ �.._. ........�..... ...' ......E ?.__ !_.. 12 27 _.�._ _.. 4 s 57 29.5 I 1 gg 1 _ a FY04-05 Court Training Relief Details Admin Emerg Invest Corn Sery Full Time Part Time Totals 35.50 8.00 38.25 68.50 2.00 14.00 144.50 16.00 326.75 212.00 Percents 11% 2% 12% 21% 1% 4% 44% 5% 100% N/A Average 4.44 1.00 4.78 8.56 0.25 1.75 18.06 2.00 40.84 26.50 LAST YEAR'S STATISTICS FOR MANHOUR UTILIZATION 1 FY03-04 Court Training Relief- Details Admin EmergInvest Com Sery Full Time Part Time Totals 173.5 197 180.25 250 136.5 0 319.25 106.25 1362.75 2164 Percents 13% 140/0 13% 18% 10% 0% 23% 8% 100% N/A Average 6.67 7.58 6.93 9.62 5.25 0.00 12.28 4.09 52.41 83.23 Prepared by Molly Batterson 8/25/2004 Page 1 1 74.9°,,,„„ P.caoun F`G .Y ► + V 4 I <13(NDE010 YORKVILLE POLICE DEPARTMENT CHIEF OF POLICE 804 Game Farm Road Phone (630) 553-4340 Harold O.Martin III Yorkville,Illinois 60560 Fax (630) 553-1141 Date: August 22, 2004 To: Chief Harold O. Martin III From: S/Sergeant Ron Diederich Reference: Monthly Mileage Report During July 2004, the Yorkville Police Department logged a total of 18,738 miles. Individual squad miles are: Monthly Current Reassign / Squad Vehicle Squad Usage Miles Miles Replace Date M-1 2001 Ford Crown Victoria Patrol / K-9 2,150 82,056 2006/2007 M-2 1996 Chevrolet Caprice Administration 520 135,525 2005/2006 M-3 1998 Ford Crown Victoria Administration 667 121,576 . '' 2003/2004 M-4 2002 Chevrolet Impala Patrol 1,327 55,430 2005/2006 M-5 1998 Ford Crown Victoria Administration 418 115,876 " 2003/2004 M-6 2003 Chevrolet Impala Chief 991 16,086 2007/2008 M-7 2001 Ford Crown Victoria DARE 0 68,140 2009/2010 M-8 2004 Ford Crown Victoria Patrol 3,540 33,582 2007/2008 M-9 2000 Ford Crown Victoria Lieutenant 838 65,148 2008/2009 M-10 1991 Ford Thunderbird DARE 97 125,970 2004/2005 M-11 2003 Ford Crown Victoria Patrol 2,091 43,618 2006/2007 M-12 1999 Ford Expedition Patrol /Trucks 853 51,600 2007/2008 M-13 2001 Ford Crown Victoria Patrol / K-9 146 42,024 2010/2011 M-14 2003 Ford Crown Victoria Patrol 1,728 54,364 2005/2006 M-15 2004 Ford Crown Victoria Patrol Sergeant 1,244 16,165 2007/2008 M-16 2004 Ford Expedition Patrol Sergeant 2,128 8,959 2008/2009 Respectfully, r,>// C 6-y --- S/Sgt. Ronald E. Diederich #203 %oc7 \ry an Yorkville Police Department Memorandum a 804 Game Farm Road a En% 2'4 1836 Yorkville, Illinois 60560 -�� Telephone: 630-553-4340 pI co Fax: 630-553-1141 ., ms.. o Date: August 18, 2004 To: Chief Harold Martin #201 From: Lt. Donald Schwartzkopf #202 p ? 6 Reference:July 2004 Training Chief: July was a slow month for training. All Officers, both full and part-time, had four (4) hours of training which consisted of two (2) hours of Firearms Training and two (2) hours of Physical Tactics Training. The Firearms Training included less-than-lethal (five rounds per officer), reload drills, stoppage drills, and all weapons were checked for cleanliness and function. The training was furthered by conducting a duty practice shoot, which consisted of fifty (50) rounds of basic pistol presentation along with the shooting of dots, pins and plates. The Physical Tactics Training consisted of two (2) hours of training consisted of basic handcuffing techniques instructed by Officer Sam Stroup. No overtime was accrued for the training, as all training was conducted during regular duty hours. From July 5th through July 9th, Sergeant Rich Hart and Lieutenant Donald Schwartzkopf had a 40-hour Hazardous Materials Operation Training conducted by the National Fire Academy. This was held at the Frankfort Fire Department. The training was paid for by ILEAS (Illinois Law Enforcement Alarm System) and is a mandated course to be a member of the Region 3 ILEAS Containment Team. Sergeant Hart and Lieutenant Schwartzkopf were appointed to the ILEAS Team by Chief Martin in May 2004. Officer Barry Groesch attended the Illinois Dare Officer's Conference held July 12th through July 15th in Collinsville, Illinois. Sergeant Hart and Lieutenant Schwartzkopf attended an 8-Hour Firearms Training on Saturday, July 17th held at the Illinois State Police District #5 Headquarters in Joliet, Illinois. This is another requirement for the ILEAS team, and was also funded through ILEAS. Officer Jon Helland attended the National School Resource Officers Conference held July 24th through July 31st. The conference was held in Phoenix, Arizona. Yorkville Police Department Manhour Report - July 2004 2004 PATROL JUL 03 'AUG 03 SEP 03 OCT 03 NOV 03 DEC 03 JAN 04 FEB MAR APR MAY JUN RtUL TOTALS Accidents 18.52 21.25 20.25 21.78 47.33 31.88 22.17 21.92 24.67 33.33 24.50 29.83 32.20 188.62 Administrative Activity 415.17 330.25 385.27_ 666.25 574.23 395.53 453.28 535.47 572.88 382.42 348.27 374.17 324.92 2,991.41 Animal Complaints 9.70 2.75 6.00 3.50 2.67 3.17 3.17 2.58 5.00 8.50 8.00 6.58 7.92 41.75 Arrest Activity 41.75 28.08 19.17 16.38 53.22 31.58 22.58 18.75 36.23 41.88 24.17 38.42 20.73 202.76 Assist Agencies 154.75 170.27 148.88 119.17 158.58 139.93 139.62 1716.23 166.05 191.50 131.75 144.25 179.28 1,128.68 Community Relations 85.92 94.42 61.33 44.75 59.42 32.25 23.42 23.58 59.25 45.33 68.25 99.62 88.33 407.78 Departmental Duties 79.08 92.98 77.22 98.30 107.28 1 15.58 148.67 132.00 100.33 92.07 104.73 99.97 118.83 796.60 Investigations 89.25 50.42 116.27 94.73 147.17 206.52 133.57 143.67 51.50 28.17 43.38 92.58 81.75 574.62 Ordinance/Traffic Violations 46.00 64.42 72.88 48.83 145.33 125.18 121.05 103.13 134.52 79.43 152.43 86.95 58.45 735.96 Personnel Activity 614.07 464.57 597.57_ 677.45 710.43 757.22 593.73 535.83 837.30 592.50 549.27 1002.25 640.08 4,750.96 Preventive Patrol 789.57 952.50 774.12 996.28 733.92 809.53 935.62 888.82 832.15 922.35 831.75 879.00 733.35 6,023.04 Public Complaints 84.43 99.75 63.98_ 104.32 123.22 59.15 61.15 74.17 72.60 93.72 122.50 116.92 147.17 688.23 Public Services 38.67 30.75 49.67 64.95 45.83 74.65 47.17 24.67 50.75 34.83 38.33 35.92 39.33 271.00 Report Activity 156.83 189.25 161.82 231.27 371.20 259.33 211.42 220.37 224.65 117.08 260.17 193.00 167.50 1,394.19 School Activity 4.75 74.83 226.08 358.07 159.75 170.50 189.08 214.57 295.08 174.08 222.58 33.33 3.67 1,132.39 Traffic Activity 216.30 267.33 250.83 289.75 352.87 530.48 401.55 319.70 421.43 271.18 365.48 252.58 205.68 2,237.60 Training 241.08 102.67 110.07 354.65 234.42 62.00 176.92 407.88 297.58 204.83 274.08 18.92 309.17 1,689.38 2004 ADMINISTRATIVE JUL 03 AUG 03 SEP 03 OCT 03 NOV 03 DEC 03 JAN 04 FEB MAR APR MAY JUN JUL' TOTALS Chief 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 1,213.31 CPAT Officer 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 1,213.31 Crossing Guards(In Days) 0.00 8.00 42.00 43.50 32.00 30.00 37.50 36.00 46.00 31.50 39.00 8.00 0.00 198.00 Lieutenant 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 1,213.31 Office Supervisor 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 173.33 1,213.31 Records Clerks 177.33 182.33 266.83 298.33 264.08 287.58 281.33 281.08 297.33 285 .83 291.83 291.83 302.08 2,031.31 TOTALS 3956.49 392014 4143.56 5225.58 5016.27 4815.38 4696.32 4853:74 5218:62 4323.85'4593.79 4497.44'4153.76 32337:52 , 1 Yorkville Police Department Offense Report - July 2004 Offense Categories JUL AUGI SEP I OCTI NOVI DEC JANI'FEB1 IVIAft.I APR liVIAYI JUNI J' L 04"TOTAL S " Arson 0 1 0 0 0 1 0 1 0 0 k 0 1 0 1 0 0 .____.0 _. __ 0____ __0 E I Assault 0 1 0 1 1 1 0 , 0 0 0 1 4 1 2 0 0 0 6 Battery 8 6 6 15 1.1 2 1 3 4 2 2 7 5 4 3 27 Burglary 14 1 3 9 3 8 1 4 7 18 2 5 9 12 44 Cannabis Offenses 1 3 4 2 4 1 2 0 1 5 0 3 0 1 10 Controlled Substance Offenses 0 1 0 2 0 1 I 0 0 0 0 0 0 0 1 1 Criminal DamageChildren 0 j Crimes 4 2 2 5 4 4 1 6 E 1 5 1 4 22 11 11 1 10 1 15 13 1 21 5 4 7 6 22 16 20 80 Deceptive Practices 4 1 1 7 2 4 2 3 2 0 5 6 1 5 22 Drug Paraphernalia Offenses 1 1 2 3 2 1 2 0 0 2 0 3 1 3 9 Firearms Offenses O 1 O 1 0 0 ` 0 1 1 1 1 0 0 1 0 0 0 1 2 i Gambling Offenses 0 1 0 0 0 0 1 0 0 0 0 _1.._._ 0 6 0 0 0 Kidnapping 0 1 0 0 1 0 0 " I 0 1 0 01 1 2 1 1 1 6 tz ..'''''''04:', yv hy b-,,� e ,,.+1 ,ryr d0" ;6V444,4417,1-i '. '' aCa i . r' s �_...._ �, n � �,�, � �� �� .��Ydp raa ,S ti,g '[a : n °; � k Liquor Offenses 1 7 0 1 2 ' 3 3 1 1 2 1 0 1 2 ' 6 0 1 12 Murder 0 1 0 0 0 ._.010._... 1 0 0 I._. 0_.....__.�0 ._,...__0 1 Robbery 0 1 0 0 0 0 0 0 0 0 1 0 0 1 0 1 Sex Offenses 0 1 1 0 0 0 1 0 1 0 0 0 0 0 0 1 Theft - 7 i 10 10 15 10 L. 15 8 5 1 12 8 14 12 10 69 All Other Criminal Offenses 22 ..._._ ___._ ____ I 13 10 16 16 1 12 13 25 10 , 10 15 14 18 105 Traffic Incidents JULIAUGI SEP OCT NOV DEC JAN ',FEE 1VIA12i APR MAY "JUN JUL 04 TOTALS Driving Under The Influence 0 j 12 0 0 1 4 1 7 1 3 5 4 2 2 1 18 License/Registration Violations 27 70 25 19 t 31 i 62 55 42 75 1 35 33 37 24 301 Seatbelt Citations 37 ( 36 17 6 36 1 78 18 14 8 3 126 64 16 249 Seatbelt Warnings 28 14 13 15 6 1 4 5 11 5 18 29 21 19 108 Speeding Citations 26 1 20 _.....23 16 31 1 55 42 54 47 34 29 17 .12 235 Speeding Warnings 33mw" 51 33 1 32 44 e 89 0 65 96 0 0 0 0 161 Transportation of Alcohol 0 1 3 0 ( 1 I 1 0 2 1 0 2 1 0 1 0 1 5 Uninsured Motor Vehicle 23 33 22 1 15 27 1 54 48 1 43 49 , 41 42 27 29 279 Total Citations Issued 129 159 I 110 1 77 1 156 ! 109 187 i 177 ! 195 160 ' 279 L1,86 132 1316 Total Verbal War nungs Issued 34 86 1 38 1 32 35' 1 53 4 7 4 A 12 4,- 5 5 41 Total Written Warnings Issued 2281 242 , 241 ; 230 1265 , 390 343 1 334.1 383 1304 357 1 251 , 264 2236 Accident Reports Taken JIJLIAUCI SEP I OCTI NOVI DEC JAN'I: EBIMAR]APE- JUL 04:TOTALS ;,. Hit and Run Accident 2 1 2 1 3 1 0 1 6 ` 2 0 1 2 7 ! 2 Ll 0 1 13 Property Damage Accident 21 1 " 18 22 16 1 25 137 28 26 27 I 24 34 30 32 201 Personal Injury Accident 5 7 4 6 1 4 1 6 5 , 5 2 1 2 3 1 8 26 Total Accidents Taken 28 i 27 ; 29 ; 22 ' 35 I 45 " 33 I, 33 1 36 i 28 I ,38 31 141 240 **Unlawful Visitation Interference is reported under the Kidnapping Section of the Illinois Uniformed Crime Reporting system. The Kidnapping line item includes this offense in its totals. Yorkville Police Department - Overtime Manhour Utilization Report 07-24-2004 Date Court Training Relief Details Admin Emerg Invest '' Corn Sery Full Time Part Time 05/15/041 6 0 .__. 1.75 12 ._. _._,..,._0 !__...�0 i 7.25 1 U 27....._ 22.75 05/29/04 1 2 0 s 4 1 16 0 _,.. ._.. 0 30.25 i 1 53.25 34 06/12/04 1 7.5 0 0 28.5 6 0 0 ! 23.75 4 ° 63.75 26.25 06/26/04 2 .._. ._� l ... ._a 0 I 21.5 0 1 0 i,_.....,.,0_._. 23.. . 0 , 46 5 4 07/10/04 , 2 0 6 12 0 0 10.25 10.250 30.25 24.5 07/24/04 s 2 8 5 1 ,.. 0 0 1 0 4 21 I 2 1 38 38 i � 1 ; 3 3 1 ( E I _ �. .. .., 9j M .__...,,....,µ... <....,,....,, ,_, m._.......... i Ef i j j 3 s t � S i tr FY04-05 Court Training Relief Details Admin Emerg Invest Corn Sery Full Time Part Time Totals 21.50 8.00 38.25 68.50 0.00 0.00 115.50 7.00 258.75 149.50 Percents 8% 3% 15% 26% 0% 0% 45% 3% 100% N/A Average 3.58 1.33 6.38 11.42 " 0.00 0.00 19.25 1.17 43.13 24.92 LAST YEAR'S STATISTICS FOR MANHOUR UTILIZATION FY03-04 Court Training Relief Details Admin Emerg Invest Corn Sery Full Time Part Time Totals 173.5 197 180.25 250 136.5 0 319.25 106.25 1362.75 2164 Percents 13% 14% 13% 18% 10% 0% 23% 8% 100% N/A Average 6.67 7.58 6.93 9.62 5.25 0.00 12.28 4.09 52.41 83.23 Prepared by Molly Batterson 7/26/2004 Page 1 Yorkville Police Department - Overtime Manhour Utilization Report - 08-07-04 Date Court Training Relief Details Admin Emerg Invest Com Sery Full Time Part Time 05/15/04 6 0 1.75 12 0 0 < 7.25 027 22.75 05/29/04 � 2 0 - 4 , 16 0 0 e1 53.25. 34 30.25 E 06/12/04 7.5 0 0 28.5 0 0 ... 23.75 ... 4 ..... .. .63.75 26.25 06/26/04 2 0 21.5 0 _ 0 ` 0 = 23 0 46.5 4 07/10/04 , 2 0 6 12 0 _. . 0 . 10.25 = 00.25 24.5 07/24/04 2 F 8 5 0 0 0 21 2 3 38 08/07/04....' 2 0 0 0 0 2... 2 .... 5 11 33 t ' t x < E ' 6 x } FY04-05 Court Training ' Relief Details Admin Emerg Invest Corn Sery Full Time Part Time Totals 23.50 8.00 38.25 68.50 0.00 2.00 117.50 12.00 269.75 182.50 Percents 9% 3% 14% 25% 0% 1% 44% 4% 100% N/A Average 3.36 1.14 5.46 9.79 0.00 0.29 16.79 1.71 38.54 26.07 LAST YEAR'S STATISTICS FOR MANHOUR UTILIZATION FY03-04 Court Training Relief Details Admin Emerg Invest Corn Sery Full Time Part Time Totals 173.5 197 180.25 250 136.5 0 319.25 106.25 1362.75 2164 Percents 13% 14% 13% 18% 10% 0% 23% 8% 100% N/A Average 6.67 7.58 6.93 9.62 5.25 0.00 12.28 4.09 52.41 83.23 Prepared by Molly Batterson 8/9/2004 Page 1 ',0°city '_. Via:. ° Yorkville Police Department Incident Report Summary �i4j 'B" July 16, 2004 through August 20, 2004 o !e L : z 0 041097 through 041356 1'4—44-E N‘' Pagel of 11 041097 07-16-04 Van Emmon Street/Mill Street 041108.... 07-18-04 100 Blk. Route 126 Criminal Damage to Property: The rear window of Disorderly Conduct: Offender was found to be out of the victim's vehicle was reported damaged. Damage control, threatening to throw items off of the balcony. valued at $200. 041109 .... 07-18-04 400 Blk. Landmark Avenue 041098 07-17-04 1600 Blk. Cottonwood Trail Lockout Accident 041110 .... 07-19-04 1000 Blk. S. Bridge Street 041099 07-17-04 1800 Blk. Marketview Drive Burglary: Offender(s) gained entry to the building, Fraud: $877.73 worth of merchandise was however, nothing was removed. purchased using a check, which the offender then stopped payment on without returning any of the 041111 .... 07-19-04 1000 BIk. S. Bridge Street merchandise. Burglary: Offender(s) gained entry to the building and removed an unknown amount of baseball cards. 041100 07-17-04 300 Blk. E. Fox Street Value of taken property - $100. Burglary from Motor Vehicle: Victim reported a purse was removed from inside an unlocked vehicle. 041112 .... 07-19-04 100 Blk. Appletree Court Theft of Motor Vehicle Parts/Accessories: A lower 041101 07-17-04 1100 BIk. S. Main Street radiator hose was taken off of a vehicle valued at Lockout $20. Victim suspects an ex-boyfriend. 041102 07-17-04 Route 47/Amurol Drive 041113.... 07-19-04 200 Blk. Adams Street Flee/Attempt to Elude Police: Harassment by Telephone 041103 07-17-04 400 Blk. W.Washington St 041114 .... 07-19-04 20 BIk. W. Countryside Pkwy Domestic Battery: Two victim/offenders were taken Accident into custody for a mutual battery situation. 041115.... 07-19-04 Fox Street/S.Main Street 041104 07-18-04 500 Blk. W. Madison Street Traffic Arrest: A traffic stop was conducted and Domestic Trouble subject was arrested on a valid warrant for Burglary. During the investigation, a shotgun was found along 041105 07-18-04 Van Emmon Street/Mill Street with burglary tools. A passenger in the vehicle was Burglary from Motor Vehicle: Several items including arrested for a warrant for Burglary. While searhing a purse and cell phone were taken from inside an this passenger incident to arrest, ectasy was located. unlocked vehicle. Total of stolen merchandise is The other two passengers were also arrested, one for estimated at $295 by victim. obstructing justice and a sixteen year old for possession of drug paraphernalia. 041106 07-18-04 Route 47/River Street Criminal Damage to Property: Victim stated the lug 041116 .... 07-19-04 3 W. Veterans Parkway nuts were loosened on his vehicle either at home or Assist Other Police Department while in Aurora causing a tire to come loose. 041117.... 07-19-04 Route 34/Route 47 041107 07-18-04 Route 47/Fox Street Accident Traffic Arrest: Subject was driving on a suspended license and was taken into custody for such. 4E� eC!T` I - Yorkville Police Department Incident Report Summary July 16, 2004 through August 20, 2004 4, 1111,- 0 041097 through 041356 4-ce ‘`O Page 2 of 11 041118 07-19-04 1900 Blk. Raintree Road 041130 .... 07-22-04 Cottonwood/Stoneridge Warrant Arrest: While investigating a 911 hang-up Burglary from Motor Vehicle: A CD player was taken call, one of the subjects involved in a domestic from inside an unlocked vehicle. Value of property - situation was found to be wanted on a warrant and $200. was arrested for such. 041131 .... 07-22-04 200 Blk. E. Veterans Parkway 041119 07-20-04 Route 47/Legion Road Lockout Accident 041132 .... 07-22-04 100 BIk. W. Veterans Prkwy 041120 07-20-04 1000 Blk. Sunset Avenue Towed Vehicle Lockout 041133 .... 07-22-04 1700 Blk. John Street 041121 07-20-04 Route 34/Center Parkway Criminal Damage to Property: Eight sapling trees Traffic Arrest: Subject was driving on a suspended and a bird feeder were reported damaged. Damage license and was taken into custody for such. valued at $130. 041122 07-20-04 400 Blk. E. Main Street 041134 .... 07-22-04 Route 47/Hydraulic Lockout Motorist Assist 041123 07-21-04 100 Blk. Strawberry Lane 041135 .... 07-22-04 300 Blk. Wheaton Avenue Criminal Damage to Property: A window was Lockout shattered by unknown offender(s) throwing a rock at it. Damage valued at $200. 041136 .... 07-22-04 1800 BIk. Marketview Drive Retail Theft: A power drill (valued at $72) was 041124 07-20-04 300 Blk. Poplar Road reported as stolen from inside the store. Offender Lockout walked out of the Garden Center with the item. Pending investigation. 041125 07-21-04 100 BIk. Colonial Parkway Motor Vehicle Theft: Victim(s) reported a child's 041137 .... 07-22-04 Tinley Park Police Dept. small motorcycle was left unsecured in front of their Canine Assist residence and was taken at an unknown time during the night. Motorcycle is valued at $500. 041138 .... 07-22-04 2800 N. Bridge Street Accident 041126 07-21-04 300 Blk. Illini Drive Domestic Trouble 041139 .... 07-22-04 200 BIk. E. Veterans Pkwy Lockout 041127 041140 .... 07-22-04 2000 Blk. S. Bridge Street 041128 07-22-04 1300 Blk. Evergreen Lane Lockout Mischievous Conduct— No Dollar Loss 041141 .... 07-23-04 100 Blk. Colonial Parkway 041129 07-22-04 1000 BIk. Auburn Drive Battery: Victim reported drunken offender grabbed Criminal Damage to Property: Drywall and insulation victim's face with their hands. Victim was was damaged after unknown offender(s) entered a uncooperative and showed no visible marks with a home under construction and turned on water valves, witness stating the battery never happened. causing flooding. Damage estimated at$5000. 041142 .... 07-22-04 Wooden Bridge/Route 126 Sick/Injured Animal �, . l Yorkville Police Department Incident Report Summary Es71%=� I'm July 16, 2004 through August 20, 2004 89 "-.-20 041097 through 041356 1,<<E ‘,, Page 3of11 041143 07-23-04 7000 Blk. Mill Street 041155 .... 07-26-04 Route 126/Route 71 Theft Over$300: Two electrical water pumps valued Theft Over$300: $13,600 worth of equipment was at $5000 each and weighing about 300 pounds a taken from a construction site. piece were reported stolen from a construction site. 041156 .... 07-26-04 Route 47/Wing Road 041144 07-23-04 Route 47/Galena Road Traffic Arrest: Subject was driving on a suspended Bribery: After stopping offender for an overweight license and was taken into custody for such. violation, officer was offered a $100 bill to "forget" the incident. Offender was given the citation for the 041157.... 07-26-04 Desk Report overweight violation and for unsafe equipment. Deceptive Practices: Delayed report—victim stated Offender was arrested for Bribery. this occurred on 06-14-04 and did not report the $20 bad check until now. 041145 07-24-04 1800 Blk. Country Hills Drive Lockout 041158.... 07-26-04 Desk Report Deceptive Practices: Delayed report—victim stated 041146 07-24-04 200 Blk. Walnut Street this occurred on 03-16-04 and did not report the two Accident bad checks totaling $60.58 until now. 041147 07-25-04 Yorkville Police Department 041159 .... 07-26-04 Desk Report Canine Training Deceptive Practices: Delayed report—victim stated this occurred on 12-18-03 and did not report the bad 041148 07-25-04 200 Blk. River Street check totaling $20.13 until now. Criminal Damage to Property: The rear window of a vehicle was reported as damaged after victim found it 041160 .... 07-26-04 Cannonball/Independence shattered. Damage estimated at $300. Lockout 041149 07-25-04 1300 Blk. Coralberry Court 041161 .... 07-26-04 700 Blk. E. Spring Street Domestic Trouble/Theft $300 and Under: Victim Harassment by Telephone reported their teenager had several subjects over at the house. Subjects were asked to leave. Victim 041162.... 07-26-04 Desk Report reported an American flag stolen and several flower Fraud: $319.18 worth of unknown merchandise was pots broken. purchased using the victim's debit card. Victim stated their debit card was noticed missing and when they 041150 07-25-04 1300 Blk. Coralberry Court went to report it to the bank, they were informed of Domestic Trouble the charges. 041151 07-25-04 Desk Report 041163.... 07-26-04 1200 Blk. N. Bridge Street Citizen Assist Lockout 041152 07-25-04 500 Blk. W. Barberry Circle 041164.... 07-26-04 300 Blk. Center Parkway Complaints — Mini-Bikes/ATV's Criminal Damage to Property: A window (valued at $200) was reported damaged by victim. Officers 041153 07-25-04 200 Blk. E. Veterans Parkway discovered a rock had been thrown at the window, Lockout causing the damage. 041154 07-25-04 300 Blk. E. Van Emmon St. 041165.... 07-26-04 Route 47/Countryside Pkwy Domestic Trouble Traffic Arrest: Subject was driving on a suspended license and was taken into custody for such. `gEo circ 11 Yorkville Police Department Incident Report Summary ET. 'IBM July 16, 2004 through August 20, 2004 i E- ��0 041097 through 041356 Page 4 of 11 041166 07-22-04 1400 Blk. Chestnut Lane 041177 .... 07-28-04 Route 47Nan Emmon Street Burglary from Motor Vehicle: Victim stated Accident offender(s) had entered his vehicle via a broken window and rummaged through items. Nothing was 041178 .... 07-28-04 Route 34/Cannonball Trail taken. Accident 041167 07-27-04 Riverfront Park 041179 .... 07-28-04 400 Blk. Colton Street Lockout Mischievous Conduct—No Dollar Loss 041168 07-27-04 Route 47/Landmark Avenue 041180 .... 07-28-04 400 Blk. Landmark Avenue Traffic Arrest/Possession of Cannabis & Other Public Complaints Paraphernalia: Officers pulled offender over for driving on a suspended license. Officers located 4.3 041181 .... 07-28-04 900 Blk. Bristol Avenue grams of cannabis and drug paraphernalia in the Other Public Complaints vehicle. Offender was arrested for all three offenses. 041182 .... 07-29-04 200 Blk. E. Veterans Pkwy 041169 07-27-04 3 W. Veterans Parkway Curfew Violation Found Articles 041183 .... 07-29-04 Walnut Street/McHugh Road 041170 07-27-04 2700 Blk. N. Bridge Street Curfew Violation Accident 041184 .... 07-29-04 Route 47/Corneils Road 041171 07-27-04 Cannonball Trail Traffic Arrest: After being pulled over for speeding, In-State Warrant: Subject was known to be wanted subject was found to be driving without a valid driver's on a warrant and taken into custody for such. license and was taken into custody for such. 041172 07-27-04 1300 Blk. Coralberry Court 041185 .... 07-29-04 600 Blk. Center Parkway Domestic Trouble Lockout 041173 07-27-04 800 Blk. Morgan Street 041186 .... 07-29-04 100 Blk. Countryside Center Consumption by Minor: Officers responded to a Disorderly Conduct: Subject got upset at employees second noise complaint at a residence. Caller stated of an employment center. No charges were filed per there were people drinking and one was now in a the business. vehicle parked in the driveway. Officers responded and arrested one subject for underage drinking. 041187.... 07-29-04 1300 Blk. Coralberry Court Runaway 041174 07-28-04 2000 Blk. S. Bridge Street Retail Theft: A 24-can case of beer was reported as 041188 .... 07-29-04 1000 BIk. Stillwater stolen from a business. Employees could give no Domestic Trouble vehicle description, nor any offender information. 041189 .... 07-30-04 500 Blk. W. Hydraulic Avenue 041175 07-28-04 1200 BIk. S. Bridge Street Lockout Burglary: $7234 worth in tools and cash was taken from inside a business after forced entry was made 041190 .... 07-30-04 Faxon Road/Alandale Road into the building. Pending investigation. Traffic Arrest: Subject was found to be driving without a valid license and was taken into custody for 041176 07-28-04 Route 47Nan Emmon Street such. Accident ��04 C/r), u_ ° Yorkville Police Department Incident Report Summary ESf 1 /&76 { July 16, 2004 through August 20, 2004 $ {'-' 0 041097 through 041356 7LE 1,-`-- Page 5 of 11 041191 07-31-04 300 Blk. E. Van Emmon St. 041205.... 07-31-04 1800 Blk. Marketview Drive Criminal Damage to Property: Victim reported $1300 Criminal Damage to Property: $1000 worth of of damaged to their vehicle. Unknown offender damage was done to the victim's vehicle while at scratched vehicle and smashed a window out. work. No suspects. 041192 07-30-04 1800 BIk. Marketplace Drive 041206 .... 07-31-04 Route 34/Cannonball Trail Lockout Accident 041193 07-30-04 Route 34/Game Farm Road 041207 .... 08-01-04 2600 BIk. Overlook Court Accident Domestic Trouble 041194 07-30-04 Route 34/Eldamain Road 041208 .... 08-01-04 1200 Blk. Spring Street Accident Mischievous Conduct— No Dollar Loss 041195 07-30-04 300 Blk. E. Van Emmon St. 041209 .... 08-01-04 100 Blk. W. Veterans Pkwy Suspicious Circumstances All Other Disorderly Conduct 041196 07-30-04 1400 Blk. Aspen Lane 041210 .... 08-02-04 700 Blk. Heustis Street Domestic Trouble Domestic Trouble 041197 07-30-04 500 BIk. W. Barberry Circle 041211 .... 08-02-04 Route 34/Center Parkway Lockout Traffic Arrest: Subject was found to be driving without a valid driver's license and was taken into 041198 07-31-04 1400 BIk. N. Bridge Street custody for such. Assist Business Agency 041212 .... 08-02-04 200 BIk. E. Veterans Pkwy 041199 07-31-04 2000 BIk. S. Bridge Street Lockout Assist Business Agency 041213 .... 08-02-04 200 Blk. E. Veterans Pkwy 041200 07-30-04 Route 34/Eldamain Road Lockout Traffic Arrest: Subject was driving on a suspended license and taken into custody for such. 041214 .... 08-02-04 Route 47/Main Street Criminal Damage to Property: $65 of damage was 041201 07-31-04 1600 Blk. N. Bridge Street done to the "Sparkly Star Lights" located at Gazebo Accident Park. No offender information available. 041202 07-31-04 1400 Blk. N. Bridge Street 041215.... 08-03-04 500 Blk. Redhorse Lane Assist Business Agency Suspicious Circumstances 041203 07-31-04 200 Blk. E. Veterans Pkwy 041216 .... 08-03-04 Hydraulic Avenue/Route 47 Accident Traffic Arrest: Subject was found to be driving without a valid driver's license and was taken into 041204 07-31-04 Route 47/Route 34 custody for such. Accident 0 Yorkville Police Department Incident Report Summary En '� July 16, 2004 through August 20, 2004 -0 041097 through 041356 112<� Page 6 of 11 041217 08-03-04 1200 Blk. Deer Street 041230 .... 08-05-04 500 Blk. Countryside Center Criminal Damage to Property: $1000 of damage was Found Bicycle done to two lawn mowers at a business. Pending investigation. 041231 .... 08-05-04 Tinley Park Police Dept. Canine Assist 041218 08-03-04 Desk Report Lost Articles 041232 .... 08-05-04 600 Blk. Center Parkway Forgery: A $275 check was written without the 041219 08-04-04 Route 47Nan Emmon Street victim's permission. Pending investigation. Accident 041233 .... 08-05-04 1200 Blk. N. Bridge Street 041220 08-04-04 Route 34/McHugh Road Lockout Traffic Arrest: Subject was found to be driving without a valid license and was taken into custody for 041234 .... 08-05-04 200 Blk. W. Somonauk Street such. Found Articles 041221 08-04-04 200 Blk. E. Veterans Parkway 041235 .... 08-05-04 1200 BIk. Willow Way Accident Lockout 041222 08-04-04 600 BIk. Countryside Center 041236 .... 08-05-04 400 BIk. E. Barberry Circle Forgery: A check for the amount of$575 was Domestic Trouble fraudulently signed, according to the victim. 041237.... 08-05-04 Route 34/Route 47 041223 08-04-04 300 BIk. N. Bridge Street Accident Found Articles 041238 .... 08-06-04 1200 Blk. N. Bridge Street 041224 08-04-04 Route 34/McHugh Road Burglary from Motor Vehicle: A cell phone and Traffic Arrest: Subject was found to be driving charger were removed from an unlocked vehicle. without a valid driver's license and was taken into custody for such. 041239 .... 08-06-04 2000 BIk. S. Bridge Street Accident 041225 08-04-04 3 W. Veterans Parkway Other Public Complaints 041240 .... 08-06-04 200 BIk. Dickson Court Solicitor Complaint 041226 08-04-04 Somonauk Street/Church St Lockout 041241 .... 08-06-04 100 BIk. Veterans Parkway Lockout 041227 08-04-04 Route 34/Countryside Pkwy Traffic Arrest: Officers located subject and pulled 041242 .... 08-06-04 Route 47/River Street them over for Improper Lane Usage. Subject was Accident given field sobriety tests, which they failed. Subject was arrested for DUI. 041243 .... 08-06-04 Desk Report Voided Report Number 041228 08-05-04 600 BIk. Tower Lane Harassment by Telephone 041244 .... 08-06-04 1400 Blk. N. Bridge Street Credit Card Fraud: $50 was charged fraudulently on 041229 08-05-04 1600 BIk. N. Bridge Street victim's card. Pending investigation. Accident '_ ; Yorkville Police Department Incident Report Summary 1EST-- 1"6 July 16, 2004 through August 20, 2004 0 041097 through 041356 Ilkt-E , Page 7of11 041245 08-06-04 Sheriff's Office 041254 .... 08-08-04 1500 Stoneridge Court Breathalyzer Duties Aggravated Assault: Officers investigated a call of domestic trouble. Offender admitted slamming doors 041246 08-07-04 200 Blk. Worsley Lane and breaking a glass this time, and admitted to Curfew Violation physically harming victim in the past, however, not tonight and nothing had ever been reported by victim. 041247 08-07-04 500 Blk. Walsh Court Offender agreed to go to the hospital for help. Victim Motor Vehicle Theft: Victim reported their vehicle returned home after offender was gone. Case missing. Victim reported they left the keys in the forwarded to Kendall County State's Attorney's Office. ignition at a friend's house. Victim knew who the subject was who was found in possession of the 041255 .... 08-08-04 2200 Blk. Kennedy Road vehicle. Charges pending. Citizen Assist 041248 08-07-04 Route 47/Route 34 041256 .... 08-08-04 600 Blk. Veterans Parkway Accident Lockout 041249 08-07-04 800 Blk. S. Main Street 041257 .... 08-08-04 Route 34/Bristol Ridge Road Lockout Accident 041250 08-07-04 Route 47/Countryside Prkwy. 041258 .... 08-08-04 1500 Blk. Stoneridge Court Traffic Arrest: Subject was found driving while Domestic Battery suspended and was taken into custody for such. 041259 .... 08-08-04 200 Blk. W. Kendall Drive Criminal Damage to Property: A paintball stained a 041251 08-08-04 500 Blk. W. Washington St. window sill causing approximately $50 damage. Ambulance Assist 041260 .... 08-08-04 500 Blk. Countryside Pkwy. 041252 08-08-04 100 Blk. Strawberry Lane Lockout Criminal Damage to Property: A lantern on a post was reported as damaged. Damage estimated at 041261 .... 08-08-04 Route 34/Center Parkway $35. Traffic Arrest: Subject was driving on a suspended license and taken into custody for such. 041253 08-08-04 500 Blk. Blaine Street Aggravated Assault/Endangering Life or Health of a 041262 .... 08-09-04 Hydraulic Ave./S.Main Street Child: During a domestic argument in front of Assist City Fire Department children, offender threatened victim several times with bodily harm. Due to the severity of the threats, the 041263 .... 08-09-04 1400 Blk. Aspen Lane threats being made with children present, and a past Mischievous Conduct— No Dollar Loss history of violence, officers located offender and arrested offender for said charges. 041264 .... 08-09-04 Stony Creek Ave./Poplar Dr. Traffic Arrest: Subject was driving without a valid license and taken into custody for such. 041265 .... 08-09-04 Route 47/Van Emmon Street Accident ���8 Cary Yorkville Police Department Incident Report Summary Es11=�` '"6 July 16, 2004 through August 20, 2004 le -- 041097 through 041356 '<<E Page 8of11 041266 08-09-04 1800 BIk. Marketview Drive 041279 .... 08-11-04 400 Blk. Colton Street In-State Warrant: Officers pulled over a vehicle Barking Dogs driven by a wanted individual. Subject was taken into custody for said warrant. 041280 .... 08-11-04 300 BIk. Essex Court Criminal Damage to Property: $250 of damage was 041267 08-09-04 Route 47/E.Main Street done to an above-ground swimming pool (15' Traffic Arrest: Upon being called in by a citizen, diameter) when an unknown offender poured a gallon officers located a vehicle that had been driving of paint into the water. erratically. Officers pulled over said vehicle for Improper Lane Usage and upon further investigation, 041281 .... 08-11-04 2000 Blk. S. Bridge Street it was learned the driver was driving under the Lockout influence of prescription narcotics. 041282 .... 08-11-04 Route 47/Landmark Avenue 041268 08-09-04 Van Emmon St./Heustis St. Accident Accident 041283 .... 08-11-04 Desk Report 041269 08-09-04 2000 S. Bridge Street Notice of Mandated Release Accident 041284.... 08-11-04 Desk Report 041270 08-10-04 Countryside Center/Route 47 Notice of Mandated Release Assist Ambulance 041285 .... 08-11-04 200 Blk. Hillcrest Avenue 041271 08-08-04 1800 Marketview Drive Lockout Lockout 041286 .... 08-11-04 100 Blk. W.Kendall Drive 041272 08-10-04 Somonauk St./Tower Lane Mischievous Conduct— No Dollar Loss 041273 08-10-04 Route 47/Kennedy Road 041287 .... 08-11-04 200 Blk. W. Hydraulic Avenue Traffic Arrest: Subject was driving on a suspended Lockout license and was taken into custody for such. 041288 .... 08-11-04 300 BIk. E. Kendall Drive 041274 08-10-04 Route 71/Country Hills Drive Mischievous Conduct — No Dollar Loss Traffic Arrest: Subject was driving without a valid license and was taken into custody for such. 041289 .... 08-11-04 300 Blk. E. Kendall Drive Mischievous Conduct— No Dollar Loss 041275 08-10-04 300 Blk. E. Orange Street Lockout 041290 .... 08-11-04 300 Blk. E. Kendall Drive Mischievous Conduct— No Dollar Loss 041276 08-10-04 2000 Blk. S. Bridge Street Lockout 041291 .... 08-11-04 300 Blk. E. Kendall Drive Mischievous Conduct— No Dollar Loss 041277 08-10-04 100 Blk. Colonial Parkway Juvenile Investigation 041292 .... 08-12-04 4000 Blk. Cannonball Trail Accident 041278 08-10-04 100 BIk. Route 126 Aggravated Criminal Sexual Assault: Suspect in the 041293 .... 08-12-04 1400 Blk. Sequoia Trail case was investigated by police and there were Mischievous Conduct— No Dollar Loss findings of no abuse. Case is pending the receipt of DCFS investigation findings. 0 C,Ty s' Yorkville Police Department Incident Report Summary E� '36 July 16, 2004 through August 20, 2004 aa�iy--.-.--,17,-----)� 0 041097 through 041356 `&LE S Page 9 of 11 041294 08-12-04 1600 Blk. Cypress Lane 041305.... 08-13-04 1400 Blk. Aspen Lane Theft $300 and Under: Victim reported a bicycle Lockout stolen from their open garage door. 041306 .... 08-14-04 Route 47/Washington Street 041295 08-12-04 Route 34/Cannonball Trail Traffic Arrest: Officer pulled over a subject for • Traffic Arrest: Subject was driving on a suspended speeding. Officer smelled a strong odor of an license and taken into custody for such. alcoholic beverage on the offender. After failing field sobriety tests, subject was charged with Unlawful 041296 08-12-04 1400 Blk. N. Bridge Street Consumption by a Minor and DUI. Subject refused to Possession of Paraphernalia: An off-duty officer submit to a breath test. reported seeing the offender smoking from a marijuana pipe while seated in a vehicle parked at a 041307 .... 08-14-04 Route 47/Cannonball Trail local establishment. Officers located offender and Accident placed him under arrest after they admitted to smoking marijuana. Yorkville Officers searched the 041308 .... 08-14-04 West Veterans Parkway offender and located no other contraband. Accident 041297 08-12-04 100 Blk. W. Center Street 041309 .... 08-14-04 100 Blk. E. Countryside Pkwy Citizen Assist Lockout 041298 08-13-04 Route 47/Countryside Pkwy. 041310 .... 08-14-04 Route 126/Deer Street Lockout Traffic Arrest: Subject was found to be driving without a valid license and was taken into custody for 041299 08-13-04 Route 47/Van Emmon Street such. Traffic Arrest: Subject was found to be driving 041311 .... 08-14-04 Hydraulic Avenue/Mill Street without a valid license. Upon officer's request for a Lost Articles name and date of birth, offender gave false information. Offender was also charged with 041312 .... 08-14-04 1000 Blk. S. Main Street Attempted Obstruction of Justice. A passenger was Accident charged with Illegal Transportation of Alcohol. 041313 .... 08-14-04 400 Blk. Landmark Avenue 041300 08-13-04 Royal Oaks /Bristol Ridge Aggravated Battery: Subject struck the victim to the Traffic Arrest: Subject was driving on a suspended point of making the mouth area bleed. Witnesses license and taken into custody for such. stated subject fled to a relative's house. Officers located the offender hiding at the house. Offender 041301 08-13-04 1800 Blk. Columbine Drive was arrested and charged with Aggravated Battery Lost License Plate due to the fact the victim was seven months pregnant. 041302 08-13-04 Van Emmon St./S.Main St. Found Articles 041314 .... 08-14-04 Route 34/Route 47 Traffic Ticket: Officer ran a registration check which 041303 08-13-04 1200 Blk. Evergreen Lane indicated a registered owner was suspended. Officer Solicitor Complaint pulled over vehicle and found the registered owner was not driving. A passenger attempted to conceal 041304 08-13-04 Route 34/Cannonball Trail an open container of alcohol. Passenger was issued Accident a ticket for Illegal Transportation of Alcohol. 4-- circ `� - Yorkville Police Department rtment Inciden t Report Summary '14^''--'1'1---,-:1836 ___1836 July 16, 2004 through August 20, 2004 ' �$ - ' 041097 through 041356 41. , 'kcE Page 10 of 11 041315 08-15-04 2000 Blk. S. Bridge Street 041327.... 08-17-04 Illinois State Police Found Articles Canine Assist 041316 08-15-04 Route 47/Beaver Street 041328 .... 08-17-04 1500 BIk. N. Bridge Street Traffic Arrest: Subject was driving on a suspended Found Articles license and taken into custody for such. 041329 .... 08-17-04 Desk Report 041317 08-15-04 300 BIk. E. Kendall Drive Assist Business Agency Theft $300 and Under: Victim reported four or five yellow/patriotic magnetic "ribbons" stolen. Valued at 041330 .... 08-17-04 1500 Blk. N. Bridge Street approximately $10. Unlawful Sale of Liquor to Minor 041318 08-16-04 Route 34/Countryside Pkwy. 041331 .... 08-17-04 Mill Road/Kennedy Road Accident Accident 041319 08-16-04 Plainfield Police Department 041332 .... 08-17-04 300 BIk. N. Bridge Street Canine Assist Unlawful Sale of Liquor to Minor 041320 08-16-04 300 Blk. Heustis Street 041333 .... 08-17-04 200 Blk. Veterans Parkway Credit Card Fraud: Victim stated unknown offender Lockout used a credit card to open an AOL account. $72 in charges were made. 041334 .... 08-17-04 200 Blk. S. Bridge Street Unlawful Sale of Liquor to Minor 041321 08-16-04 500 Blk. Morgan Street Battery: Victim reported a neighbor made 041335 .... 08-17-04 500 Blk. W.Kendall Drive inappropriate advances. Police arrived and talked Neighborhood Trouble with suspect. Victim did not want to pursue charges. 041336 .... 08-18-04 1000 Blk. Homestead Drive 041322 08-16-04 Route 34/Eldamain Road Citizen Assist Accident 041337 .... 08-18-04 200 Blk. W. Veterans Pkwy. 041323 08-16-04 200 BIk. W. Veterans Pkwy. Lockout Lockout 041338 .... 08-18-04 500 Blk. Morgan Street 041324 08-16-04 Hydraulic Ave./Mill Street Missing Person —Adult Male: Subject was reported In-State Warrant: While investigating a call of an as missing by family. Subject was located, however, unleashed dog at the Riverfront Park, Officer located did not want his location revealed to family. offender. When offender's driver's license was run, officers learned of a valid arrest warrant and subject 041339 .... 08-18-04 1400 BIk. Sequoia Trail was taken into custody. Mischievous Conduct— No Dollar Loss 041325 08-17-04 1000 Blk. Homestead Drive 041340 .... 08-19-04 1400 Blk. N.Bridge Street Runaway Lockout 041326 08-17-04 Plano Police Department 041341 .... 08-19-04 Route 34/Timber Ridge Road Canine Assist Accident Yorkville Police Department Incident Report Summary `I 1836 July 16, 2004 through August 20, 2004 °90 041097 through 041356 &LE Nvv Page 11 of 11 041342 08-19-04 400 BIk. Fairhaven Drive Animal Bite 041343 08-19-04 1800 BIk. Marketplace Drive Lockout 041344 08-19-04 Route 47/Somonauk Street Traffic Arrest: Subject was found to be driving on a suspended license and was taken into custody. 041345 08-19-04 600 BIk. Center Parkway Lockout 041346 08-18-04 Route 47/Orange Street Traffic Arrest: Juvenile was found driving an ATV on a street without having a license or a registration on the vehicle. Tickets were issued for said offenses. 041347 08-19-04 Route 47/Fox Street Accident 041348 08-19-04 400 BIk. Route 47 Accident 041349 08-19-04 400 BIk. West Street Mischievous Conduct— No Dollar Loss 041350 08-20-04 300 Blk. E. Van Emmon St. Lockout 041351 08-20-04 Route 71/Route 47 Accident 041352 08-20-04 1400 Blk. N.Bridge Street Domestic Trouble 041353 08-19-04 Tinley Park Police Dept. Canine Assist 041354 08-20-04 1800 BIk. Marketview Drive Accident 041355 08-20-04 300 Blk. E. Kendall Drive Neighborhood Trouble 041356 08-20-04 1300 Blk. Chestnut Circle Animal Complaint STAT�� AUG 2 0 2004 3�`S Ate• �r.ncav,ct�i ILLINOIS STATE POLICE Information c Technology Command Rod R. Blagojevich August 17, 2004 Goveriwr Larry G.Trent Director Chief Harold Martin Yorkville Police Department 804 Game Farm Road Yorkville, Illinois 60560 Dear Chief Martin: On July 28, 2004, a LEADS Agency Audit was conducted at your department by Field Specialist Heidi Parent,Illinois State Police,Bureau Field Services. A LEADS audit is inherent with participation in LEADS/NCIC as described in the Rules and Regulations chapter of the LEADS eManual. NCIC mandates that the Control Terminal Agency(Illinois State Police)conduct an audit of each agency every three years, ensuring agencies are compliant with LEADS/NCIC policy and procedures, and to assist agencies in meeting compliance. Through the audit process,the objective is to ensure the quality and accuracy of the records entered into LEADS/NCIC. Moreover, an audit can assist users in complying with the rules and regulations of LEADS/NCIC. Accurate records and compliance with system guidelines reduce potential liability for your department. During the audit,the field specialist assessed 30 specific areas addressed by LEADS and/or NCIC policy, including your LEAD S/NCIC computerized hot file records and supporting documentation, security, criminal history record information, LEADS training, hit confirmation, operational and administrative procedures,and LEADS messaging. Enclosed is the analysis of the LEADS Audit Assessment. Of the 30 rules,regulations and procedures rated in the report 16 applied to your department. Your agency was found in compliance with 16 of them and in noncompliance with O. Congratulations on your agency's full compliance with LEADS/NCIC rules,regulations and policies. Please extend our sincere appreciation to your staff for their cooperative assistance during the audit, as well as sincere congratulations for their outstanding efforts with full compliance in all areas. espectfully, ►• i Carol A. Gibbs LEADS Administrati r 400 Iles Park Place • Suite 302 Enclosure Springfield,Illinois 62703-2978 cc: Sgt. Ronald Diederich ov(2I7) 58-oIispo2 www.illinois.gwwwstate.il.us AUG 202004 LEADS TERMINAL AGENCY AUDIT YORKVILLE POLICE DEPARTMENT July 28, 2004 Of the 30 rules,regulations and policies evaluated during the LEADS audit,this department is rated in FULL COMPLIANCE in 16 and NONCOMPLIANCE in 0 categories. Source documents establishing rules,regulations and policies include the LEADS Reference Manual,NCIC Operating Manual,NCIC Code Manual, LEADS "Help" files and the LEADS Daily Briefing. The 30 areas evaluated during the audit are listed below. Since certain regulations may not apply to all user agencies,those applicable to this depat Intent are indicated by underlined print. L MANAGEMENT CONTROL 2. LEADS AGREEMENTS 3. DISCIPLINE POLICY 4. LEADS AGENCY COORDINATOR APPOINTMENT 5. LEADS DAILY BRIEFING 6. LEADS REGISTRY MAINTENANCE 7. LEADS DATA DISSEMINATION 8. PERSONNEL BACKGROUND SCREENING 9. TERMINAL SECURITY 10. PASSWORDS 11. NETWORK 12. INTERNET ACCESS 13. LEADS AGENCY COORDINATOR CERTIFICATION 14. LEADS USER CERTIFICATION 15. CERTIFICATION RECORD KEEPING 16. CRIMINAL HISTORY RECORD INFORMATION-DISSEMINATION 17. CRIMINAL HISTORY RECORD INFORMATION-INQUIRIES 18. CRIMINAL HISTORY RECORD INFORMATION-RETENTION AND DISPOSAL 19. HIT CONFIRMATION 20. HIT FILE 21. HIT RETENTION 22. LEADS MESSAGING -BROADCAST VIOLATIONS 23. COMPUTERIZED HOT FILES -COMPLETENESS AND ACCURACY 24. COMPUTERIZED HOT FILES -TIMELY ENTRY 25. COMPUTERIZED HOT FILES - SUPPORTIVE DOCUMENTATION 26. COMPUTERIZED HOT FILES - SECOND PARTY QUALITY CHECKING 27. COMPUTERIZED HOT FILES -ACTIVE RECORDS FILE 28. COMPUTERIZED HOT FILES -RECORD VALIDATION 29. COMPUTERIZED HOT FILES -FILE SPECIFIC QUESTIONS 30. COMPUTERIZED HOT FILES -RECORD REMOVAL Having achieved a rating of FULL COMPLIANCE in all applicable areas,this concludes the audit report for this agency. MT1HP.006 AUG 792004 U.S. Department of Justice Federal Bureau of Investigation In Reply,Please Refer to 219 S . Dearborn, Room 905 FileNo. 245C-CG-118888 Chicago, Illinois 60604 (312) 431-1333 August 13 , 2004 Chief Harold Martin III Yorkville Police Department 804 Game Farm Road Yorkville, Illinois 60560 Dear Chief Martin: I am writing to you to express my gratitude for the invaluable assistance provided by Officer Andrew Jeleniewski , an officer assigned to your Canine Unit, during the execution of four search warrants, four consent searches, and the apprehension of ten members of a significant drug trafficking organization operating in the Chicagoland area . On April 30 , 2004 , Agents from the Federal Bureau of Investigation (FBI) and Drug Enforcement Administration (DEA) Chicago Divisions obtained arrest and search warrants in the Northern District of Illinois for members of a drug trafficking organization distributing cocaine and heroin in the Chicagoland area. Supervisor Thomas O ' Brien of the Cook County Sheriff ' s Office was contacted to inquire about the availability of Canine Units to assist in the execution of the warrants . Supervisor O ' Brien advised that eight teams of Officers/Dogs could be made available for the operation. On May 3 , 2004 , the Canine Units assisted in the successful execution of four (4 ) search warrants and four (4 ) consent searches at various residences and businesses . The Canine Officers ' professionalism while conducting these searches and willingness to support this investigation typify the excellence in law enforcement cooperation . The Officers and Specialists who participated in the execution of these warrants are as follows : OFC . Andrew Jeleniewski/Canine Sammy (Yorkville) SPC . Mike Vallejo/Canine Shorty (Cook County) SPC . Geraldo Medina/Canine Booker (cook County) SPC . Derrick Rhodes/Canine Thunder (Cook County) OFC . Mike Lazowski/Canine Maverick (Lansing) OFC . Cheryl Dohl/Canine Skilos (Lansing) SPC . Pat Moerlien/Canine Max (Cook County) SPC . Ivette Perez/Canine Nikki (Cook County) SPC . Jeff Aleman/Canine Smokey (Cook County) OFC . Bruce Percak/Canine Blues (Lansing) SPC . Joe Broderick/Canine Zack (Cook County) OFC . Jay Klausner/Canine Ronni (Lansing) The assistance of the Canine Units on May 3 , 2004 , ensured a successful operation. On behalf of the Chicago Division, please extend my sincere appreciation to Officer Andrew Jeleniewski for the selfless assistance he provided on May 3 , 2004 . Sincerely, Thomas J . Kneir Special Agent in Charge By: Terrence P. O ' Brien Supervisory Special Agent 2 ctr,teL, \-L-LQ-P-±, • L‘k tti.) -3:1) A-LiA± Lp „ , , c, • --rtS44 UL LP • tp xc i1 CUT-6 s-±•;),ITL,C4_ fLLL ut) CA-M4 .1,-LAttk, \:) hanks so much for your thoughtfulness. . - (YUA--j _ _ clesau-yr1 1 1' , •im- . W .,.,:e;;,, rE/.a LmEnL of 1PoLCcE ,� .t,?- ,.r' I:- - j1•= CITY OF PLAIN 1aP%' :1- BIRTHPLACE OF THE HARVESTER 9 EAST NORTH ST. PLANO, ILLINOIS 60545 NON-EMERGENCY PHONE (630) 552-3121 911 EMERGENCY # STEVEN 5. EAVES CHIEF OF POLICE OFFICE (630) 552-3122 JUL 2 8 2004 July 14.2004 Chief Harold Martin: Yorkville Police Department 804 Game Faun Rd. Yorkville,I1. 60560 Dear Chief Martin: Thank you for sending representatives and the DARE squad from your department to our Plano Sesquicentennial Parade on Saturday, June 26,2004. We were very honored to have your department participate. Please extend our gratitude to the Citizen's Police who represented your department . Sincerely, 04,,t i ezpv) Steven S. Eaves Chief of Police City of Plano o Yorkville Police Department Memorandum 8 804 Game Farm Road 8 4 t EST. 1836 Yorkville, Illinois 60560 -�� Telephone: 630-553-4340 p I ~ Fax: 630-553-1141 •54. ca„l� 0 Date: August 9, 2004 To: Officer Barry Groesch From: Chief Harold Martin Reference: Educator's Police Academy & Neighborhood Watch Programs Barry, it is with tremendous pride I commend you on the success of the Educator's Police Academy. I want to thank you for putting together a fantastic and interactive program for our educators. I read all the surveys given on each of the classes. I also talked with a number of the participants. It is because of this I wanted to put my feelings and appreciation in writing. I believe with your forethought and enthusiasm we have begun something that will bring our schools even closer to us as partners. I want to thank you personally for all that you have done to make this program so successful. I would also like to thank you and express my support for all you have done in the area of the Neighborhood Watch Program. You have been the catalyst that has not only continued our prior Neighbor Hood Watches but has also begun many others. I am looking forward to your continued success in these endeavors. If I can ever be of any assistance in making these programs even more successful you can count on me for what you may need. Please keep up the excellent work you have been doing. It is comforting to know that I can count on your expertise and knowledge in these areas. Sincerely, ide 1 Harold O. Martin III 4100111IW' Chief of Police Cc: Lt. Donald Schwartzkopf S/Sgt. Ronald Diederich Public Safety Committee file _ r NI- - _ — - i:7" }landsl9W "If there is anything we can do,we The district now has to go through the r:41,44'4,„------.ri Y` §ymypl5 g'3 would at least like to move the park dos- zoning process to change it,which could `•� �4 ;Colofs er to the school.If I hadn't done some- take a minimum of six weeks and would , Ening about this on Monday,then there give the public the chance to comment z i Slogafts would have been a park,"she said. throughout the process. `s P15 I, - ' • -'Initials Miller,a single mother of two children Miller said the park is too close to her li � "` • Niinbirs who has lived in the neighborhood for 15 home and will attract gang members and n $ years,said she is not opposed to the park drug dealers.Residents in this northwest- GO Ing itself,but she is"against where they are ern Aurora neighborhood banded togeth- Hats _ putting it and the Park District not telling er with police to squash a growing crime us it was coming." problem a few years ago,and the park is .' Construction stopped Monday after- seen as a potential magnet for new trou- noon when the city of Aurora found the ble. parcel was still zoned residential instead A call to Bill Catching,assistant chief of of for public use,which Vaughan ac- staff to Aurora Mayor David Stover,started knowledged was"a mistake"by the Park District •:•Turn to TOT A2 `Yr WELCOME HOME - . DONNELL COLLINS/STAFF PHOTOGRAPHER Participants at the inaugural Yorkville Educators Police Academy view a display of several differ-,'. ent signs which can indicate gang activity,in-i MCC FROM 'D A Q r ; chiding the apparent tridents formed by Indiana 4 v+ University's symbol and by the wrinkles in the,, I A GRE R Ll N } 1 tity��r�ttry- `�'z"" jj{[ aZ I forehead of the Chicago Blackhawks emblem 'nL➢!®17 1 r Iq IUB ' DAY Orsi,-� sf`13 3•4 *R . ��.r.� i r- al -�� Police in 1,1 N lr Y ���`� ���.K .� -�� r Indian: -�f�jj� �e �� i � � �" ,11,, ``5"`` ova;`q 2 tfFz'�., '+ I �y t .' S.� Ayf �``�� i.e y ,,,A, _.„.,.., . 9 • - ,c Yorkville ___..:,,, ,r ,.. :,„,.,..0,, -__„,„.„. , ,,,.,„.. hold class ::: Y F c,.,:,„4.=•:;i-. .s. cz=:-! �,1 0",.,,,. .,....„:, ,,,„,„,,,,,,„,..,,, . 1g' /, t ,,....„..:.,........ -:: J _,---- ,„:, for teachers Yds " � �lk . ,, i� ... , M ,, ,, r �- �; S � \.,: ® Summer school: First �++.4L � .; . ',f �, . 'Educators Police Academy " # ,• .. i set to hold its graduation r s - �' t, ui� .t., ,, a r By Dan Waitt _ .'. zr 4 "+54.7': , '`' 4.,,• STAFF WRITER ` ar '• ,1...:t‘-'; � a YORKVILLE—Students in summer school `� �' here are gettinglessons in anger management; %,.,..,4,...,..y,;:-......„:-. -. .,fix / ff-S f"GR dress codes and substance-abuse prevention,-... PHOTOS BY JONATHAN HOUSE• /'STAFF PHOTOGRAPHER No,this is not a detention. rrie Hassenheyer,at a welcome-home gathering at Marcley's Gas Station in Oswego Fri- In a bit of role reversal,the students in the from 17 months in Iraq. class are teachers and support staff from Yorkville and other schools in Kendall County:: The director is Yorkville police officer Barry 'Ids greet Oswego soldier Education who,as a Drug Abuse Resistance Education(DARE)officer,is used to handling classrooms full of energetic learners. The nearly two dozen students in the s -4i-3--1'.e,,,,,::::-.1.7.:.---. 1.,,,i,'; i- .,,- �� ' inaugural Yorkville Educators Police Academy '` 4. n "t 1 have been that and more,he said. " ��" .' z ".*_ '70. 'yx* ',L "This is a really good group,"Groesch said V� g J- • ;' -1, �"� • during a break in a recent class session."What �r{, -- g t; may,. - + you find is there is a lot of interaction among i.loi.'• as +:.'1, r.t `; �t the teachers." tr.:—..,, —•„•- oi •,,,404--,-.- C The class,which began meeting twice i #k' �.. s:_ .,Ee,y L , 2.0 -k?:,-'`.'; weekly on June 14,will conclude Wednes lig 7 r a �,,, , J 1 �` + -* s. with a graduation.The class roster includes t ail: >J�fl educators,social workers,counselors and l ,', secretaries from Yorkville,Plano and Oswego s-1 2�d'�_ t , ''.. schools. `- —': Y{ ''- "t The summer class is a special session of the t 5�s city's popular Citizen's Police Academy,which k ,�c�zbex in the past few years has offered training to �'� + dozens of city residents. ' p ;" r r The idea behind the educators academy was A+ ti 1 '- to bring the same kind of expertise and s 1�"F % 9 , information to the teachers and support staff.In s Y, a r ' r'rl addition, teachers can earn continuing a ` Tm_ e / , :n z - ft;<,,. education credits for the class. Friends and family cheer as a car bearing Jill Wackerlin pulls into the gas station lot The police department provides each S for her homecoming. participant with a three-ring binder that t :. downtown Oswego, passersby on and that, sometime during the next Turn to CLASS,A2 Lobby hours:8:30 a.m.-5 p.m. 1 Monday-Friday.Closed holidays. "Prevention" illustrates the Newspaper deliveryCLASS proactive aims of the program, Joe Weber,circulation manager Groesch said. Customer service From Page Al "Teachers are at the forefront of (630)844-5800 or(800)244-5844;e- influencing hundreds of young mail customerservice@scnl.com. students bring to class.After seven people,"he said. "The impact that ' Customer service hours weeks, papers were bulging from they have is tremendous." 5:30 a.m.-6 p.m..weekdays the sides of the notebooks. The Yorkville Citizens Police 7-11 a.m.weekends Students heard talks from Academy Alumni Association from 5:30-10 a.m.holidays Home delivery times experts in fields ranging from child the previous nine classes have 6:30 a.m.weekdays and holidays abuse to bullying to police special- helped the department with traffic Ta.m.Saturdays.8 a.m.Sundays. response operations.The speakers details, special events, equipment .If you do not receive your paper by and topics included: fund donations and a number of our delivery deadline,please call ■ Dr. Alan Rosenberg,'emergency other projects. -customer service before io a.m., services director for Rush-Copley The educators' group will be weekdays (or 11 a.m.weekends) Medical Center spoke on the encouraged to take what it has ,and we will deliver your.paper by `noon. characteristics and and learned back to their schools, Pricing consequences of drug abuse. Groesch said. Home delivery:$3.25 weekly;$2.25 ■ Kendall County First Assistant' "For me, it's good to have the Friday-Sunday;$1.50 Sunday(plus in- State's Attorney Eric Weis talked camaraderie of other teachers,"said termittent holiday issues).Mail sub- about the prosecution of juvenile Yorkville Middle School teacher Pat scriptions:$4 weekly.Newsstand prices: crimes. Auberry."We're all in this together, 50 cents daily;$1.50 Sunday. s Members of the Aurora Police and we have a chance to discuss Advertising Gang Task Force showed signs and these issues openly." Display advertising symbols that could identify street Auberry,who also took an earlier Robert Wall,manager gang activity. • Citizens Police Academy course, Call(630)844-5858 from 8 a.m.to 5 Groesch said just because the said gearing the session specifically p.m.•weekdays. issues are covered in class does not for educators was particularly Classified advertising: indicate that they are a significant beneficial. Call(630)844-5811 from 8:30 a.m.to problem in area schools. "I think it's also been helpful to 5 p.m.weekdays. But the two-and-a-half hour the presenters,"Auberry said. ®O-line advertising session the 23-year police veteran "There are a lot of good questions Btent Albrecht,manager Call(815)439-4377 from 8:30 a.m.to himself devoted to the topic of from the teachers." 5 p.m.weekdays Obituaries Call(630)844-5837 between 8 a.m. and 8 weekdaysp.mor 4 to 8 p.m. Ancient brewery found i weekendsnds andndhhn Peruolidays Newsroom Jim King,managing editor top city about 8,000 feet above sea Main newsroom number:(630)844 By Don Babwin level that was active from AD.600 to 5900;Newsroom fax:(630)844-1043 THE ASSOCIATED PRESS 1000 and had a population of about Send e-mail to staff members at CHICAGO—Here's an archaeo- 1,000 to 2,000. first initial last name @ scnl.com logical discovery that the average guy , The way Williams explains it,schol- _Example:irussell@scnl.com at the end of the bar can appreciate: ars believe that the elite members of News question or complaint?Call Jim' An ancient brewery. the Wan Empire who lived in the city King(630)844-5881 fA team of scientists from Chicago's hosted large gatherings.They invited Tosuggest a story or photo for any sec- Field Museum have uncovered in the subordinates from throughout the tion:Call City Editor John Russell (630)844-5902 mountains of southern Peru a brew- empire,which stretched from north- To submit a press release for any section: ery where more than 1,000 years ago ern Peru to southern Peru,roughly Call Service Editor Bryan Noonan members of the Wan Empire made an the distance from New York to Jack- (630)844-5885 or e-mail alcoholic beer-like drink called chicha. sonville,Fla. beaconourtowns@scnl.com And it wasn't just some mom-and- "People were being rewarded for Local news editors:City Editor John pop operation either,but something service to the state,"said Williams,de- Russell(630)844-5902;Enterprise that could deliver thegoods when scribingsomething that sounds a bit Editor Denise Crosby(630)844-5870; Service Editor Bryan Noonan(630) dozens, if not hundreds,of Wari de- like a company picnic where the fac- 844-5885 cided it was chicha time. tory workers can drink with their Reporters:Mike Cetera(630)844- "This was a very large scale of pro-' bosses. 5853;Jim Faber(630)844-5889;Ed duction that they are undertaking Williams said these gatherings may Fanselow(630)844-5957;Angela here in order to serve large numbers have been particularly important be- 8630) 0 v630) e LordMatt ) of people," said Patrick Ryan causetheyservedasameansofincor- 811 5414;St 44-5926;Mary Ellen Moore(30(630) Williams, an assistant curator at the porating diverse groups of people who 844-5882;Dave Parro(630)801- museum. may have spoken different languages 5495;Rowena Vergara(630(844- The brewery may be the oldest into a"single political structure." Justina5903Dan Watt(630)4-5891 large-scale of its kind ever The Wari would make chicha • Wang(630)844-5891facility by found in the Andes and predates by at burning llama dung and guinea pig Web site least four centuries the Inca Empire, dung in fire pits to boiled water and www.suburbanchicagonews.com he said. other ingredients such as fruits or Scientists have long known the grains.Judging from the large de- "Suburban Chicago Wan made chicha,a spicy drink simi- posits of used pepper tree seeds,the - Newspapers lar to beer,but nothing on the scale of chicha was pretty spicy.The liquid #,A �_`e� /Tyo Yorkville Police Department Memorandum Sili 804 Game Farm Road EST ' ---1836 Yorkville, Illinois 60560 oj1 ' Telephone: 630-553-4340 � z 4,:) Fax: 630-553-1141 4&E "0- Date: August 11, 2004 `� To: Department Heads 4 From: Harold 0. Martin III, Chief of Police j Subject: Internal Job Posting Please display the following job posting for the benefit of an urrent full-time and part-time employees: The United City of Yorkville, an equal opportunity employer, is seeking a FULL TIME RECORDS CLERK for the Yorkville Police Department. This position is responsible for a wide variety of secretarial duties and a minimum amount of administrative functions. This position also involves considerable independent judgment in daily work activities. Duties include transcribing from a dictation system, entering data and general typing using a computer, filing paperwork, answering telephones and greeting the public. Candidates must have the ability to handle multiple tasks and maintain good public relations through the telephone and with visitor contact. Minimum requirements include high school degree or equivalent supplemented by at least 60 credit hours of college level courses, experience in computer data entry and word processing, typing ability of 65 wpm, a minimum of 2 years experience in general office duties, job related experience in dealing with the public in person or on the phone and must have successfully completed a background investigation with findings of good character and no felony convictions. Work Hours: 9:00 am - 5:00 pm Monday through Friday or as needed. Salary: $26,910 - $35,535 Interested parties should deliver their application/resume to the Yorkville Police Department c/o Molly Batterson, Office Supervisor no later than 5:00 pm on Tuesday, August 17, 2004. 1, p i .,, ...f-,--,,„ir_7777,,,,_„0.,:i.,,,z,„,- __- — .'„'-'"-4„:„'?.',5,,J--2,t-',-.- tad,..7. s E '—',7.. t g;tii F nu aS ! '1: 'Lag ' 4 A 1 i il IlitiLi, ,J.,—."1 1 a w' x'111 1 ? :s ' , n=' I4 ,, /,y am =1,-,-;., � i ---''''.-_-_.:_ri:.:fier --a -i;:c1 ',-,,i' ''',,a °I.'.',: -* ---/ ,. Jyt: vg 4 L _ i _ ,a V Friday, August 20, 2004 Dear Officer Delaney, I wanted to say a special thanks for the time you spent with the kids. They loved it and that was pretty apparent ! Once they started talking I didn't think they were going to let you go. :) I loved the fact that you talked to them about the "bus rules' That was great ! I printed a picture for you to show your little ones what Daddy did for other kids. Thank you again! Sincerely, R if rdtpC i) 1 t, , . ( �' 0 United City of Yorkville County Seat of Kendall County EST44 ,1836 800 Game Farm Road ,4r CO Yorkville, Illinois 60560 0 l• �; 0 Phone:630-553-4350 � .r v�2 ,� Fax:630-553-7575 August 30, 2004 Contact: Annette Ph. (630) 553-8532 FOR IMMEDIATE RELEASE fax: (630) 553-7575 UNITED CITY OF YORKVILLE ANNOUNCES UPCOMING "PATRIOT'S WALK" The United City of Yorkville announces the September 11th Patriots Walk in honor of those who lost their lives, those who continue to serve our county, and those who lives were affected by the events in Washington, D.C., Pennsylvania, and New York City on September 11, 2001. Mayor Art Prochaska, Jr. invites all to join him on September 11th at 6:30 P.M. at City Hall, 800 Game Farm Road, for a remembrance walk to Town Square Park. The walk route will be along Somonauk and Church Streets. Mayor Prochaska believes it is important to continue to remember all whose lives were affected on that historic day. Bristol Kendall Fire Protection District Impact Fee Study Single Residential Multi-Residential Commercial Notes / Other Bristol Kendall Fire -Yorkville $300.00 $300.00 per unit $0.035per sq ft Commercial $300 min. Little-Rock Fox - Plano $500.00 $0.00 Oswego Fire - Oswego $304.39 $456.58 $608.78 North Aurora $715.00 $715.00 per unit $0.08 Rer sq ft Sugar Grove Fire $400.00 + plan review $75.00 plan review Joliet $1,200.00 $1,200.00 $2,400.00 Elgin $650.00 $650.00 per unit $0.15 per sq ft Plainfield $1,000.00 $1,000.00 $0.15 per sq ft Minooka $100.00 $100.00 Aurora $325 per acre + $250 $325 per acre + $150 unit $0.15 sq ft non sprinkler $0.05 sq ft sprinkler Mont�c omery - Countryside NQ rowth in there Dist. $200.00 plan review Bristol Kendall Fire - Request $500.00 $500.00 per unit $0.16 per sq ft W/$500 min_ Plan review fee TBD An example - 5000 Sq Ft commercial building a@ $0.16 per Sq Ft = $800.00 rV � De -4 1 _ 1 D Bristol Ken Fire Department. 103 East Beaver Street Yorkville, IL 60560-1704 O, Phone: 630 553-6186 % Fax: 630 553-1482 June 18, 2004 Mr. Anton Graff, Administrator United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Dear Anton, I wish to thank you for taking time out of your busy day to speak with Mr. Tim McGrath of the McGrath Consulting Group. The Fire District contracted with Mr. McGrath to conduct a "Future Fire/EMS Facility Needs Report" and to look at impact fees for the Fire Protection District. Your input was very important in the data collection process for this report. I have enclosed one original and ten copies of the final report. I spoke with the Mayor about the report and he had asked for copies of the report. The District would like to give you time to review the report, then we would request the opportunity to meet with you, the Mayor and whoever else would be appropriate to meet with, to discuss some of the findings in the report. If you need more copies, have questions, or are ready to set up the meeting, please call me at 630 553-0595. Again, Thank You for your assistance in obtaining the valuable information and for sharing your insight that was so helpful in the preparation of this report. Sincerely, Cli/ _---1.00/1///h (--e 9,-2-7---z--. ----APP:Ammir.— Chief Michael Hitzemann Bristol Kendall Fire Protection District Future Fire/EMS Facility Needs Report For The Bristol Kendall Fire Protection District e# � f . ;y y Submitted By McGrath CONSULTING Problems to Solutions McGrath Consulting Group, inc. June, 2004 Table Of Contents INTRODUCTION 3 THE FUTURE BRISTOL KENDALL FIRE DEPARTMENT 5 FUTURE STATION LOCATION FACTORS 5 Population Growth 6 Fire District Demographics 8 Existing Fire Station Appropriateness 8 Staffing Philosophy 9 Property Availability 10 Industry Standards For Station Placement 12 Insurance Service Offices, Inc (ISO) 12 NFPA 1710 & 1720 14 Need For A Career Fire Chief 17 Fire Prevention Bureau 17 Preemption Traffic Control Equipment 18 Automatic Response Areas And Partnerships 18 City Of Joliet 19 Unique Risk Factors 20 Fiscal Capabilities 21 FUTURE LOCATIONS OF FIRE/EMS FACILITIES 22 Headquarters Station & Station#2 22 Station#3 22 Station#1 23 Station#5 23 DEVELOPER IMPACT FEE 23 SUMMARY 24 McGrath Consulting Group,Inc. 2 INTRODUCTION This report is the result of a study conducted by McGrath Consulting Group, Inc. of the future facility needs for the Bristol Kendall Fire Department (aka—Bristol Kendall Fire Protection District). In addition, the consultant was asked to assess and make a recommendation regarding the current developer impact fee schedule currently collected by the district. T e Bristol Kendall Fire Department provides fire protection, emergency medical services (EMS), and rescue services for the majority of the United City of Yorkville, a portion of the Village of Montgomery, and unincorporated sections of Kendall County for a total protection area of approximately 81 square miles. In addition, the Bristol Kendall Fire Department also provides paramedic ambulance service to approximately 20 square miles of the Lisbon Seward Fire Protection District on a contractual basis. The department currently has 53 paid-on-call personnel and seven full-time employees provided by contract through Public Safety Services, Inc. The ambulance immediately responds to all fire and/or EMS emergencies and paid-on-call personnel staff additional apparatus if needed. The department currently responds to emergencies from two stations. The Headquarters Station located at 103 East Beaver Street, and Station#2 located at 1203 North Bridge Street. The department is staffed 24/7 with a minimum of two contractual paramedics )etween 0700— 1900 hours. A second paramedic unit is staffed with part-time employees luring the same time frame. From 1900 to 0700 hours one paramedic unit is staffed by two full-time personnel. In addition, one Assistant Chief works Monday—Friday from 0800— 1700 hours and is available on call as need necessitates. With the exception of the City of Joliet, the fire protection district's boundaries do not change if annexed by surrounding communities. Annexation of property by the City of Joliet transfers the responsibility of fire/EMS protection from the Bristol Kendall Fire Department to the City of Joliet Fire Depaitment. The annexation of property by the City of Joliet will have a significant impact on the southeast portion of the Bristol Kendall Fire Department district and future facility planning in that area. The consultant utilized numerous sources and standards in making the recommendations presented in this report. The Bristol Kendall Fire Department had completed a self-audit of future needs and readily shared that data with the consultant. The department had utilized the Insurance Service Offices, Inc. (ISO) standard of engine response not to exceed l'/2 miles and ladder response not to exceed 2 miles as station location criteria. The consultant also utilized the National Fire Protection Association (NFPA) 1710 standard for response times and staffing, in making his recommendation. Other areas of consideration included, but were not limited to: o Future geographic growth potential including land usage plans o Future population growth impact on the department McGrath Consulting Group,Inc. 3 o Assessment of zoning maps of the United City of Yorkville, Village of Montgomery, City of Joliet, and Kendall County o Future transportation implications to the depai fluent o Identification of future industrial, commercial, and/or entertainment facilities The consultant met with the following individuals: Bristol Kendall Fire Department o Michael Hitzemann—Fire Chief o Tom Lindblom—Deputy Chief o Timothy Fairfield—Assistant Chief o Jack Price—Assistant Chief United City of Yorkville o Mr. Anton Graff—City Administrator Yorkville Economic Development Corporation o Ms. Lynn Dubajic—Executive Director Kendall County Planning, Building & Zoning o Mr. Jerry Dudgeon—Director Planning, Building &Zoning o Mr. Dale Powers— Senior Planner Schoppe Design Associates o Mr. Mike Schoppe—President Village of Montgomery o Ms. Anne Marie Gaura—Village Manager o Ms. Amy Furfori—Director of Community Development City of Joliet o Mr. James Haller—Director Community& Economic Development o Ms. Janeen Vitalt—Planner Community & Economic Development It is appropriate to note the excellent cooperation the consultant received from all parties who provided data. The consultant is especially appreciative of the assistance and time given by Chief Hitzemann and Assistant Chief Fairfield of the Bristol Kendall Fire Department. McGrath Consulting Group,Inc. 4 THE FUTURE BRISTOL KENDALL FIRE DEPARTMENT An article in USA Today newspaper dated April 9, 2004, indicated that Kendall County, Illinois ranked 10th in the fastest-growing counties in the United States. This doesn't come as shocking news to those who are responsible for providing fire and emergency medical services in that area. What is essential to understand, is the realization that the future Bristol Kendall Fire Department will look very different from the current organization. This does not imply that there are inadequacies in the existing organization, rather the district's growth will cause the organization to change, and the culture of the organization itself will change. These are exciting times but not without significant challenges. Perhaps, one of the most difficult challenges will be the need to develop a future vision of the depai lnient and develop a strategic plan to accomplish that vision. This becomes difficult not because the department leadership isn't capable,but rather, rapid growth causes many organizations to deal only with current issues because of limited time and resources. It becomes difficult to address long-term needs. Therefore, it is appropriate to have an outside source assess those future station facility needs for the district. Future fire station needs will be directly related to the district's future population growth, demographics of the district, commercial and industrial developments, community infrastructure and potential changes in the protection district size. The timing of these changes will be detennined by how quickly the previously mentioned occur, adequate fiscal resources, and the economy itself. FUTURE STATION LOCATION FACTORS The consultant considered the following factors in determining the location of future satellite fire stations locations. Recommending future station locations requires consideration of all of these factors. Some of the factors will have a greater influence on the recommendation than others; however, the final recommendation is based on the cumulative assessment of all factors as they relate to the Bristol Kendall Fire Depaituient. • Population Growth • Fire District's Demographics • Existing Fire Station Appropriateness • Staffing Philosophy • Property Availability • Industrial Standards For Station Placement ■ Insurance Service Offices, Inc. • NFPA 1710 & 1720 • Fire Prevention Bureau McGrath Consulting Group, Inc. 5 • Preemption Traffic Control Equipment • Automatic Response Areas And Partnerships • City of Joliet • Unique Risk Factors • Fiscal Capabilities Population Growth Perhaps future population growth throughout the fire district will have the most significant influence on the placement of future satellite fire facilities. The consultant asked many sources for their estimates on population growth. The difficulty is that the Fire District boundaries do not align with the United City of Yorkville or township boundaries. In addition, sources had varying opinions on the probable growth figure and much larger difference of opinions on the timing of such. However, all agreed that currently the Fire District is experiencing the greatest population growth in the northeast section. A large housing development within the corporate boundaries of the Village of Montgomery has expanded into the northeast section of the Bristol Kendall Fire District. The consultant believes this growth will continue westward across the northern portion of the Bristol Kendall Fire District. Regardless, if future development in this area lies within the Village of Montgomery, United City of Yorkville, or unincorporated Kendall County the responsibility for protecting the residents belongs to the Bristol Kendall Fire Department once the development enters into the existing Fire District boundaries. However, the United City of Yorkville's growth will have the greatest impact on service demands, in as much as it is anticipated the United City of Yorkville will expand in all directions. It is by far, the largest community within the Bristol Kendall Fire District. Therefore, emphasis will be placed on the United City of Yorkville as the primary influencing factor for the Bristol Kendall Fire Department. From 2000 to 2003 the population of the United City of Yorkville increased 41.4% (6,189 to 8,749). Currently, the fire department estimates they protect approximately 15,000 people within their 81 square mile district. The result of the 41.4%population increase from 2000 to 2003 in the United City of Yorkville resulted in a 21.2% emergency call increase (1243 to 1507) for the Bristol Kendall Fire Department. Last year (2003) alone,the United City of Yorkville experienced a population increase of 14.5%resulting in 3.8% emergency call increase for the Bristol Kendall Fire Department. Population projections provided by Schoppe Design Associates in May 2003, were based on land use identified by the City for the full build-out of the United City of Yorkville. The City was divided into 11 planning areas representing 42,231 acres as shown in the following figure. McGrath Consulting Group,Inc. 6 Future Population Projections Planning Area Acres Population 1 4,097 11,200 2 3,811 22,880 3 1,866 8,221 4 2,835 11,735 5 1,598 5,449 6 1,300 6,675 7 2,575 11,297 8 2,414 7,900 9 3,651 20,083 10 7,943 41,871 11 10,141 55,198 Total 42,231 202,509 Source: Schoppe Design Associates Schoppe Design Associates did not suggest a time frame when the above full build-out might occur. However, the consultant reviewed the 2003 revised Transportation Planning Report for the United City of Yorkville prepared by Smith Engineering Consultants, Inc., which projected the population of the United City of Yorkville by 2030 would be approximately 80,000. The consultant was provided a more conservative population growth projection prepared by the United City of Yorkville—City Administrator Anton Graff. Mr. Graff based his projections on land usage and housing units that will average 3.2 people per unit as shown in the following figure: United City of Yorkville Year Projected Population 2003 8,749 2010 27,997 2020 40,198 2030 54,023 Source: United City of Yorkville—Administrator If the unincorporated area increased in population at a similar rate as the United City of Yorkville, the Bristol Kendall Fire Protection District would protect a population of approximately 61,734 by the year 2030. The consultant recognizes that as land is annexed from unincorporated Kendall County (within the Bristol Kendall Fire District)by the United City of Yorkville, it would only clarify where the residents lived. Protection for those residents would remain the responsibility of the Bristol Kendall Fire Department. McGrath Consulting Group,Inc. 7 Fire District Demographics The consultant found consensus, among those interviewed, that the future demographics of the Fire District would not change significantly. The social economics of the district would remain similar or increase slightly as the district grows. What is significant to the Bristol Kendall Fire Protection District is the growth philosophy of the United City of Yorkville, which is a community with 85% zoned residential. The lack of a higher percentage of commercial and/or industrial sources will limit the fire district's ability to generate fiscal resources. Currently, the Fire District has had three unsuccessful tax levy increase referendums (March 02,November 02, and March 03). With the exception of new construction impact fees, the district is limited to this sole revenue generating method. The consultant will take into account the ability of the district to generate fiscal resources in its recommendation of the number and placement of future station facilities. Existing Fire Station Appropriateness The headquarters fire station is located at 103 East Beaver Street. The station was built in 1999. The leadership of the depaitment, as well as the governing board,perfouued extensive research and appropriately considered future needs. Although this group should be commended on its station design and future foresight, there will be those within the community that don't understand the need for such a large and modern facility. The consultant encourages the governing board to continue to set a standard plan for future satellite facilities that will adequately provide for the anticipated growth and the future staffing of those facilities. Currently, Station#2 is located at 1203 North Bridge Street. Today, and even prior to the consolidation of the ambulance and fire services, both fire and ambulance apparatus were housed at this facility. This building is scheduled to be replaced with a new satellite fire facility in the near future. The consultant strongly supports the replacement of the existing Station#2 as soon as possible. The current building is inadequate to support the apparatus and personnel needed. The district is currently in negotiations to secure a piece of property near the corner of McHugh Road and Kennedy Road approximately 21/2 miles north of the Headquarter Station. The consultant supports this facility location. This location is advantageous in assuring fire/EMS protection north of the Fox River and into the downtown area, as well as future service demands in the district. As noted, the Fire District is divided by the Fox River and there is only one crossing within the fire district. It is prudent for the District to continue to have facilities on both sides of the river. There are additional river crossings both east and west, but outside of the Bristol Kendall Fire District. Future development plans within the Bristol Kendall Fire District indicates that two additional river crossings are proposed. McGrath Consulting Group,Inc. 8 Growth often requires fire district leadership to focus on new developments and their impact on service. Although this is appropriate, one cannot forget the importance of adequately protecting existing structures and residents such as the older United City of Yorkville downtown area. Therefore, the consultant will assume that Station#2 will be built on the property at Kennedy Road. The fire department has drawn plans for that station. It consists of a three bay apparatus area with living quarters and bunkrooms for full-time personnel. The proposed one story building is approximately 13,450 square feet. Ideally, a station of this size should be placed on a 2 to 3 acre land parcel. The consultant understands that the property in negotiations is 11/2 acres. Special consideration should be given to the design of the building that separates the general public from the actual living and apparatus portion of the fire station. All satellite fire stations should encourage local residents to perceive it as "their local fire station" and as the location to learn safety training. Therefore, a combination meeting/training room can serve the needs of both the fire/EMS personnel as well as the general public. Staffing Philosophy Placement of satellite facilities is not based on any single component. Perhaps one of the most significant factors overlooked relates to the culture of the fire department itself as it changes in size and/or scope. Bristol Kendall is an excellent example of the importance of this factor. Currently, the majority of the department is comprised of paid-on-call members. As in most cases, many paid-on-call members are located proximal to the fire station. Therefore, moving a fire station might not improve response times if the principle method of staffing remains paid-on-call. In other words, the philosophy of"build it and they will come"might work in baseball movies but seldom works in fire station paid-on-call staffing methods. New fire station facilities rarely generate a significant increase in paid-on-call membership. Existing members do not usually relocate in order to be closer to the new facility. Therefore, the Board of Trustees should anticipate staffing of all future satellite fire stations with additional career personnel. The cost of career personnel will eventually be the largest component of the District's budget. However, a minimum of four career personnel on duty at these facilities will ensure immediate response to emergencies. It is important that the reader does not assume that the consultant is recommending the elimination of paid-on-call personnel. Nothing could be further from the point. Paid-on- call personnel are an integral component of the Bristol Kendall Fire Department and their dedication and professionalism should not be diminished. However, nationally fire departments, like most volunteer organizations, are finding it increasingly difficult to recruit and retain members. It is not practical to assume that satellite fire facilities will be staffed solely by paid-on-call members. McGrath Consulting Group,Inc. 9 The education and training requirements for paid-on-call continue to increase and the professional standards dictated do not discriminate between career and paid-on-call personnel. As emergency call volume increases in direct proportion to the increase in population, it will be increasingly difficult to staff satellite facilities for immediate response utilizing paid-on-call members only. The District has already addressed this issue with the hiring of seven contractual paramedics to ensure immediate response to emergency incidents. This decision wasn't based on dissatisfaction with existing membership, but the recognition of the need for immediate response to EMS situations. Although the ambulance responds to fire calls, they are limited on most mitigation activities until the paid-on-call arrive with the fire apparatus. The consultant based his decision on the placement and number of recommended satellite facilities on the need to staff these facilities with a minimum of four personnel available 24/7. The transition from a predominately paid-on-call staffing to full-time (including contractual) will traditionally reduce further the existing paid-on-call membership. It is the consultant's opinion that the district should not consider additional facilities unless they anticipate staffing them with a minimum of one full-time four-person crew. Property Availability There are a number of issues that influence the placement of satellite facilities; finding and purchasing potential fire station sites is an important first step. Everyone wants a fire facility near them, but few want it next door to or across from them. Therefore, it is prudent for the Fire District to purchase property prior to the development of a residential community. The problem is usually less significant when placing stations in an industrial and/or commercial setting. Conventional wisdom also suggests that as a community grows, the price of available property increases greatly. The purchase of property for future development of a fire station is a necessary step that requires action now. Even if the property is determined not to be in the most advantageous location in the future, its increased sale value will help to offset the cost of property at a new location. Currently, the department recognizes the need to improve response to the northeastern section of their district. This includes land that is being developed both in the Village of Montgomery corporate limits, as well as, land in unincorporated Kendall County. Both the Village of Montgomery and the United City of Yorkville indicated their desire to annex that area. Regardless of who annexes the property, it will remain the responsibility of the Bristol Kendall Fire Department to protect it. One interesting factor pertinent to the fire department is that the Village of Montgomery requires developers to provide public municipal property to the Village. The Village indicated that they would be willing to deed the title of that property over to the Bristol Kendall Fire Department for construction of a satellite facility, if that facility was located McGrath Consulting Group,Inc. 10 within the corporate limits of the Village. The Village of Montgomery has recently deeded property to the Oswego Fire Protection District, which built Station#3 approximately 11/ mile from the Bristol Kendall district boundary line. The United City of Yorkville does not have a similar policy of land donation. In fact, the Bristol Kendall Fire Department's current negotiations for the property designated for Station#2, is with the United City of Yorkville. Therefore, it might seem appropriate that the consultant should recommend that the Bristol Kendall Fire Depai talent plan their next facility within the corporate limits of the Village of Montgomery. Two factors seem to indicate this would be a prudent recommendation: 1. Free satellite fire station property 2. Area represents the most critical service needs today The leadership of the Bristol Kendall Fire Department recognized these factors and the entire fire department leadership team (Chief, Deputy Chief, and both Assistant Chiefs) indicated a piece of triangular property near the corner of Galena Road, Dickson Road, and Cannonball Trail as a site for a satellite station location. It is possible that this piece of property could very well be annexed by the Village of Montgomery verses the United City of Yorkville. Furthermore, the Village of Montgomery has indicted to the Bristol Kendall Fire Department they would deed property to them if the station were to be built in their Village, thereby potentially resulting in considerable savings for the Bristol Kendall Fire Department. The consultant will discuss later in this document, a recommendation of locating a satellite fire station closer to Rt. 47 on Galena Road, which will be closer to potential future commercial development. Recommendation: The consultant encourages the Board of Trustees and the fire department leadership to establish dialog with the United City of Yorkville and propose to the City a policy similar to that of the Village of Montgomery. This agreement could result in a win-win situation for both the United City of Yorkville and the Fire District. It is advantageous for the United City of Yorkville to have fire and EMS facilities strategically located throughout the City to provide the highest quality of service to their residents, even though in this case, the United City of Yorkville is not responsible for providing that service. Also recommended, as a top priority for the Board of Trustees, is the purchase of property at the identified sites described later in this document. Even if the monies needed for the purchase of these properties slightly extends the time frame of when the additional satellite facilities can be built, acquisition of the property as soon as possible is advantageous. McGrath Consulting Group,Inc. 11 Industry Standards For Station Placement The consultant will discuss two standards that are very different in nature that pertain in part to the location of fire/EMS facilities. ISO has been utilized by fire departments for years in the determination of station locations. Its value has recently been diminished by the adoption of National Fire Protection Association(NFPA) 1710 & 1720 addressing response times and staffing. Insurance Service Offices, Inc (ISO) The most common reference to a potential standard for fire departments is the ISO publication and utilization of the Fire Suppression Rating Schedule (FSRS) to, "...review available public fire suppression facilities, and to develop a Public Protection Classification for insurance purposes." Although the primary purpose of this tool is to rate fire protection from which insurance rates can be established, ISO ratings have been one of few standards to compare community fire protection. Realizing the true intent of the ISO classification as a method for determining insurance rates,ISO should not be the sole determining factor in establishing a public fire protection program. The schedule should be considered as an instrument for comparison, and as an additional factor for consideration when making decisions. The Bristol Kendall Fire Department was last evaluated in 2003. Prior to the 2003 evaluation, the United City of Yorkville was classified as Class 6, and the new evaluation improved the rating to Class 5. In Illinois, 13.4% of all ISO rated departments are classified as Class 5 verses 22.6% classified as Class 6. Nationally, 13.8% of departments are classified as a Class 5 whereas, 17.5% are classified as a Class 6. In both cases, the Bristol Kendall Fire Department should be recognized for its improved rating. The unincorporated area remained Class 9, which is the classification that has the highest number of departments rated, and is most common in districts with large unincorporated areas. The classification determination of the fire protection assigned to a community is based on three categories: fire department—50%, water supply—40%, and emergency communications— 10%. The total points are compared to a chart with 10 classes, each of which represents approximately 10 points, for a total of 100 points. Class 1 is the highest, and Class 10 is the lowest. Very few communities are Class 1 or 2, and rural communities are generally rated Class 9 or 10. Most urban cities are in Class 2, 3 or 4, and most suburban communities fall into the Class 4— 8 categories. Paragraph 560 of the schedule states, "...the built-upon area of the City should have a first due Engine Company within 11/2 miles, and a ladder-service company within 2%2 miles". This distance is recognized by ISO as an acceptable level of McGrath Consulting Group,Inc. 12 fire protection. It can be determined how long it takes for fire units to travel this distance in order to meet the ISO standard. Based on the 11/2-mile distance standard, a community may determine its desired average travel time by plugging in its approximate vehicle speed of responding fire equipment. Given the topography, road system, actual time, and distance studies, it is reasonable to figure that an average vehicle with a speed of 35 mph will take approximately 21/2 minutes travel time to cover 11/2 miles. The FSRS also indicates, when the fire flow requirement is less than 2,000 gallons per minute (GPM), and the area is primarily residential, it is generally acceptable to have the first due Engine Company as much as two miles away. Given an average speed of 35 mph, it will take approximately 31/2 minutes to travel two miles. Obviously, higher, or lower average vehicle speeds will impact the distance covered and the travel time. It is important to indicate what the ISO rating means to the Bristol Kendall Fire Department and the communities it protects. The purpose of ISO is to determine a fire insurance classification, which may be used in the calculation of property insurance premiums. An ISO rating is not conducted for property loss prevention or life safety purposes. Further, no life safety or property loss prevention is recommended by ISO. The ISO classification system was designed to be used primarily to figure property insurance premiums for commercial property, not residential. Most insurance companies use the ISO rating as a benchmark, and then use market data to establish competitive rates for residential properties. Moreover, about 90 percent of the insurance companies will group Classes 1 —4 together, and then look separately at Class 5, Class 6, Class 7, and so on. In essence, the ISO rating is only one factor in establishing premiums, and certainly not the primary one. It is this perceived link to insurance rates that for years, has driven communities to base their decisions on the level of fire protection appropriate for their communities. The value of the ISO rating to a community continues to be a questionable factor in determining a community's level of fire protection. The ISO survey is not a complete assessment of a community's fire protection program, defenses, or performance. The ISO does not rate response times, the quality of the fire prevention program, built-in fire suppression systems, fire loss, property saved, or the actual competence and performance of the fire suppression personnel and operations. The ISO only rates those pieces of the fire protection program they feel are important to assign insurance rates. In some cases commercial and/or industrial properties can be individually rated. On a routine basis, ISO rates commercial, industrial, and multi-family properties only if the insurance carrier is a subscriber to ISO. Approximately 90% of all insurance companies subscribe to ISO. The majority of commercial, industrial, McGrath Consulting Group,Inc. 13 and multi-family properties have been individually inspected, and a fire flow (amount of water/per minute needed to extinguish a fire) has been established. If a large commercial, industrial, and/or multi-family property exists in the community, that is not ensured by an ISO subscriber, requires a fire flow greater than 3,500 GPM, and is unique to the fire risks compared to the rest of the community, a separate grading could be assigned. In this case the community could remain a Class 5, while the particular building would be rated in a higher class. This process is the exception to the rule on how ISO determines insurance class ratings for a community. In most cases, the community is encouraged to have these buildings equipped with automatic fire suppression sprinkler systems. This reduces the fire flow required and mitigates the impact on the overall public ISO class rating for that community. Bristol Kendall Fire Depaituient's excellent classification of ISO 5 should not signify that a continual commitment of resources is not necessary. It is an indication that the leadership of the department has made a commitment to quality service, and used the best tools for measurement available. ISO traditionally attempts to re-evaluate communities on a ten-year basis. With the anticipated population growth, the Bristol Kendall Fire Department will need to establish additional fire/EMS facilities or perhaps be faced with a reversal of their new ISO classification. NFPA 1710 & 1720 Until recently, no nationally recognized standards have existed for the fire service pertaining to staffing and response times. Unlike law enforcement, emergency medical services and a host of other public agencies, the fire service has never adopted a set of national standards. This lack of standards has put both governing officials and fire administrators at a disadvantage when trying to determine adequate staffing levels, type of department, appropriate response times, and apparatus requirements. Clearly, the determination of the level of fire protection is directly related to a local community"quality of life" issue. Historically, the fire service has made attempts to create national standards for staffing and response times. In 1997,NFPA 1200, a technical committee, and a sub-committee of NFPA 1500, the Fire Department Occupational Safety& Health Program, were appointed to create a standard for both career and volunteer departments. The efforts were abandoned when the technical committee failed to reach a consensus. In 1999, two separate standards were created and later adopted by the NFPA: McGrath Consulting Group,Inc. 14 • NFPA 1710 - Organization and Development of Fire Suppression, Emergency Medical Operations, and Special Operations to the Public by Career Fire Departments, and • NFPA 1720 - Organization and Development of Fire Suppression, Emergency Medical Operations, and Special Operations to the Public by Volunteer(Paid-On-Call Fire Departments. It is probable that these two standards, after litigation, will have a significant impact on the way governing officials, and fire chiefs assess their level of services. The significant components are: NFPA 1710 —Career - Four firefighters staffing the initial response (can respond in separate units) - A Company shall be staffed with a minimum of four on-duty personnel - First engine arrival within four (4) minutes 90 percent of the time - And/or full first due assignment within eight (8) minutes (all initial equipment sent on alarm) - Turnout time cannot exceed 60 seconds - Staffing level declaration - Alarm escalates beyond an initial full alarm the incident commander must upgrade the rapid intervention crew (MC)to four fully equipped and trained fire fighters - A safety officer shall be deployed to all incidents which escalate beyond an initial full-alarm assignment or when risk warrants - Collective bargaining agreements cannot reduce the NFPA 1710 standards It is important to emphasize that NFPA standards are just that, "standards", and are not mandatory by law. However, once an incident occurs, the community will be judged on its performance as compared with the NFPA standards. This is why NFPA standards are sometimes viewed as a double-edged sword. The community is not required to meet them,but if a serious incident occurs (i.e. a serious injury or death of a firefighter), the community will be judged against the NFPA standard. Every community should work to meet these standards. Why should the Bristol Kendall Fire Department acknowledge the NFPA 1710 requirements? An argument could be made that the Bristol Kendall Fire Department would today only have to meet the requirements of NFPA 1720, which is much less restrictive than NFPA 1710. In as much as 53 members are paid-on- call, including the Fire Chief, Deputy Chief, and one Assistant Chief, NFPA 1720 is written for volunteer and paid-on-call departments. The other contractual Assistant Chief would, under the definition of these NFPA standards, fall under NFPA 1710. That argument for NFPA 1720 would be credible under the environment that exists today in the Bristol Kendall Fire Department. However, when additional career McGrath Consulting Group,Inc. 15 (including contractual) employees are hired,the department would at some point fall under the requirements of NFPA 1710. The determining factor as to which standard applies to a department is not based on a numerical count of paid-on-call verse career. Rather, the deteimining classification is based on who makes the majority of the day-to-day operational decisions and performs the majority of daily fire department activities. As the number of career employees increases, the NFPA standard most appropriate for the Bristol Kendall Fire Department would be NFPA 1710. Therefore, it is more cost effective to address NFPA 1710 issues now in the planning stage for future facility sites. Recommendation: At this time, the Bristol Kendall leadership should not adopt NFPA 1710. Rather, they should take it under advisement for the five(5)year period allotted. The adoption of the NFPA 1710 standard at this time would include the adoption,by reference, to all OSHA and NFPA standards listed in those standards. It is recommended that the Board of Trustees continue to work with the Fire Department towards meeting full compliance of NFPA 1710. Currently, the fire department should continue to monitor the standard as legal challenges might occur, and begin to prepare for the quadrennial report. The quadrennial report is a document prepared by the Fire Chief and sent to the authority having jurisdiction (Board of Trustees) every four years. This report must include areas not currently meeting the standard,predictable consequences of those deficiencies and steps necessary to achieve compliance. The first quadrennial report is due in September 2005. Specifically, the NFPA 1710 Decision Guide states* Components of the report identifies the areas within the fire department that do not meet the NFPA 1710 standard in the following categories: • Event types (fire, EMS, HAZMAT, etc) • Geographic areas • First-arriving unit response time (90th percentile) • Last-arriving unit response time (90th percentile) • Turnout time (90th percentile) • On-scene staffing, first arriving unit • On-scene staffmg, for initial full alarm assignments By non-compliant geographic area: • Predictable consequences of deficiencies could include: increased fire loss, increased fire death and injury rates. The economic impact could include increased dollar losses, as derived through a risk analysis. • Steps necessary to achieve compliance could include: addition of fire fighting resources, increased costs to local government, or determination that current level of risk is acceptable. *NEPA 1710:A Decision Guide,copyright @ 2001,IAFC McGrath Consulting Group,Inc. 16 Need For A Career Fire Chief As this department realizes the additional demands in both emergency and non- emergency service requests increasing with population growth, the need for full-time leadership will be recognized. The consultant bases this statement on numerous studies involving fire departments in rapid growth situations and has found that the hiring of a full-time Chief is critical to the overall success of the depaitment. Leadership sets the vision and direction of the department and this is a critical component early in the development of a fire depaitment. This should not imply any inadequacies in the present leadership; rather the need for an individual to devote full-time efforts to a full-time job will become increasingly obvious. Recommendation: The Bristol Kendall Board of Trustees should consider the need of a career(full-time) Fire Chief to address the growth and leadership challenges that will accompany the increases in service demands. The current leadership team should make the recommendation as to the timing of this position creation. Fire Prevention Bureau Often overlooked is the influence of a progressive fire prevention bureau's impact on future service demands. Most districts cannot fiscally afford to fully meet either the NFPA 1710 and/or the ISO recommendations for station placement. Rather, they attempt to prevent the fires by requiring additional early notification and/or suppression means built into the building. An example is a fire protection district in northeastern Illinois who protects very large homes built on minimum two acre lots. Due to annexation by surrounding municipal departments, this depal tauent has very long runs and it isn't fiscally capable of building additional facilities. Therefore, they require residential sprinklers in all homes and have signed numerous automatic response agreements with the surrounding communities. The net result is that the residents are better protected against loss of life and property. The prevention of fire through building inspections for adequate suppression devices, and the review of building plans for compliance to safety standards, now prevents the fire depai tuient from having to respond to calls that could have been prevented. Aggressive fire prevention programs during the current growth period can and should influence the placement of future satellite fire/EMS facilities. Recommendation: The consultant encourages the Bristol Kendall Fire Depai taient to continue its effort in the development of a progressive fire prevention bureau. The Assistant Chief discussed a draft program with the consultant that emphasized the need for a cooperative effort with the municipalities having jurisdiction. The consultant was encouraged with the enthusiasm of the Assistant Chief and his understanding of the importance of a comprehensive fire prevention program especially during a community rapid growth period. McGrath Consulting Group,Inc. 17 It is appropriate that once this division is established,the Bristol Kendall Fire Department should charge a fee for plan review of all new construction. This will necessitate a cooperative agreement with the local municipalities. Preemption Traffic Control Equipment Technology allows responding fire/EMS apparatus to control intersection traffic signals yielding a green light in their direction and a red light for cross traffic depending on the programming. The benefit of this equipment not only improves response times,but also increases safety for the responding personnel. Traffic signals installed at an intersection cost between$125,000 to $150,000 apiece. This equipment and installation costs are normally incurred by the municipality in which the intersection is located. The public safety agencies (fire and/or police) that are not part of a municipal department are usually responsible for the cost and installation of the preemption equipment. Most public safety agencies allow neighboring departments the ability (through programming) to utilize the preemption control of the intersection signals, if responding under emergency conditions, through their community. Therefore, the Bristol Kendall Fire Department would be responsible for the cost and installation of the preemption equipment only. Many communities require developers to fund traffic control devices depending on the traffic their development generates. Incorporating the preemption equipment is most cost effective during the initial wiring and programming of intersection traffic control devices rather than installation to an already existing traffic signal. Cost of this equipment varies considerably depending on the manufacturer. The Bristol Kendall Fire Department has researched this equipment and submitted a grant request through the Federal Government"Fire Act"in the amount of$160,000. This amount would provide transmitting equipment for existing fire/EMS apparatus and 20 intersections. Recommendation: The consultant highly recommends the installation of preemption traffic control devices at all signaled intersections in the Bristol Kendall Fire Department district. The most advantageous method is to immediately address the existing signaled intersections and add equipment as new intersections are changed from stop signs to traffic lights. Once the apparatus is equipped with the transmitters the receivers on the intersection themselves would cost approximately$7,500 per intersection. Automatic Response Areas And Partnerships Although most districts would like complete autonomy of their entire district, local taxpayers are increasingly rejecting funding referendums. Fire departments, as recent as 10 years ago, were usually more successful in their tax increase request. Those days are McGrath Consulting Group,Inc. 18 since gone and unfortunately are not likely to reappear. Therefore, districts will either be forced to limit protection or form additional agreements with other service providers. The fire service has written the book on mutual assistance during times of emergency. Their model for emergency aid to each other serves as the model for other public sector providers. Nobody works together better at an emergency scene than fire departments. Unfortunately, emergency activity only represents three to six percent of a department's activities. The remaining percentage of time fire depar Mients are much less likely to form partnerships in administrative, training, prevention, education, and/or apparatus needs. Fire stations are still being built within one-half mile of a neighboring department. Stations are being located in extreme corners of districts where emergency response is limited to a partial radius. Aerial apparatus is an excellent example. New trust construction and building setbacks require departments to perform certain functions (for example ventilation) in a different manner. Aerial apparatus provides a safer environment for personnel and tasks can be completed with fewer personnel. However, the majority of fire deparintent calls do not require aerial apparatus. With a typical cost of over three-quarter of a million dollars and up, partnership and sharing of equipment becomes practical and fiscally responsible. The consultant would have no problem justifying the need for aerial apparatus for the Bristol Kendall Fire Department, but could see an advantage of a joint purchase and shared apparatus with another fire district. The Bristol Kendall Fire Department has entered into such agreements for automatic response especially in the northeastern corner of their district. Special teams such as Technical Rescue and Fire Cause and Origin are an effort of the Mutual Aid Box Alarm System(MABAS) division. The consultant has made the recommendation of station placement based on the philosophy of partnerships and joint emergency responses with other service providers. Today's progressive fire departments no longer recognize boundary lines, but approach emergency protection from what is best for the people. Therefore, boundary lines become invisible and the departments base response on proximity and some foam of reciprocity. Recommendation: Bristol Kendall Fire Department should begin dialog with all the fire service providers surrounding them to see what partnerships and future opportunities exists, especially since the entire area is challenged with growth. City Of Joliet The future expansion of the City of Joliet will have a significant influence on future fire station placement and the reduction in size of the fire protection district for the Bristol Kendall Fire Department. McGrath Consulting Group,Inc. 19 The consultant met with both the Director and Planner of the Community & Economic Development department for the City of Joliet. The consultant was impressed with their willingness and straightforward approach to the question of how far the City of Joliet will annex into the Bristol Kendall Fire Protection District. The United City of Yorkville City Administrator, Kendall County Director of Planning, Building & Zoning, and the City of Joliet all agreed on the current comprehensive proposed land use plan under consideration by the City of Joliet, which will infringe into the current Bristol Kendall Fire Department district. However,the consultant was able to obtain the Director and Planner's"best guess prediction" of annexation by the year 2030: North: Rt. 126 from Brisbin Road (W), to Schlapp Road (E) West: Brisbin Road from Rt. 126 (N) to south of fire district boundaries Within that planning area is a sewer facility scheduled to come on line September 2005, and two proposed fire stations. One station (Joliet Station 12)would be located near the intersection of Walker Road and Grove Road, and currently lies within the Bristol Kendall fire protection district. If this prediction is accurate, the east boundary line of the Bristol Kendall fire protection district would become Brisbin Road from Rt. 126 to the existing southern boundary. The Joliet director and planner did acknowledge that if a developer approached the City with a large annexation that fell within those above described boundaries, but extended further west, they were confident the City would entertain such a proposal. Therefore, they acknowledged that the City of Joliet could (however unlikely in their opinion) extend west of Brisbin Road at some time in the future. Unique Risk Factors For the most part, the Bristol Kendall Fire Department does not have any unique fire and/or EMS risk properties. This does not imply that certain buildings within the district (for example the older downtown area) aren't of concern. Rather, the proposed growth by the United City of Yorkville is based on 85%residential and 15% industrial and/or commercial. The commercial areas are currently designated in the United City of Yorkville Comprehensive Land Use Plan. The City Manager and/or the Executive Director of the Yorkville Economic Development Corporation identified potential future commercial areas to the consultant. Commercial development is planned along the Rt. 47 corridor, south of the United City of Yorkville and into potential annexed property by Yorkville. Also commercial development is planned, including "big boxes", along Rt. 47 north of the existing United City of Yorkville boundaries. The north property is currently unincorporated and both the Village of Montgomery and the United City of Yorkville designated it for commercial usage. McGrath Consulting Group,Inc. 20 Commercial development is also considered along Rt. 126 east of the current United City of Yorkville boundaries. The City of Joliet also acknowledged that Rt. 126 held potential for a commercial strip in the future. For the most part, all other industrial and/or commercial property was designated in the current United City of Yorkville Land Use maps. Recommendation: To verify the risk assessment of the Bristol Kendall Fire Department, the consultant has recommended the department obtain the software program titled RHAVE—Risk, Hazard and Value Evaluation. This program is jointly developed by the Federal Emergency Management Agency and the Commission on Fire Accreditation International and is free from the United States Fire Administration— (800) 238-3358. This program has a revolutionary set of tools and methods to help fire depaitillent leadership and governing boards make objective, quantifiable decisions about future needs. Fiscal Capabilities Conventional wisdom would suggest that fiscal capabilities be an essential component of future planning. However, many consultants disregard this factor and recommend placement of satellite facilities absent the district's ability to fund it. It is a disservice to the Bristol Kendall Fire Protection governing board to make recommendations without consideration to the ability of the district to generate the funds to purchase the property, build the facility, adequately staff the facility with both apparatus and personnel, and maintain those facilities. Unfortunately, for the Bristol Kendall Fire Department, the United City of Yorkville 85% residential development philosophy does not provide a tax base for the district that will support the needed resources. Large industrial and commercial developments provide greater fiscal dollars to the district over residential development. The Bristol Kendall Fire Department has few options in generating funds. The district should consider raising developer's impact fees,but essentially they are restricted to raising the district's tax level, as the only revenue-generating source. Needless to say, current voter response to past referendum attempts indicates the challenges that lay ahead. The consultant has taken the approach of trying to minimize the placement of the satellite facilities in such a manner that reduces the number of stations needed and has the least negative impact on response. The consultant has realistically attempted to project out to the year 2030 based on a population of approximately 80,000 within the entire district. McGrath Consulting Group,Inc. 21 The facilities being recommended should have a minimum life expectancy of 20 years. Future district growth beyond that point might necessitate moving facilities to better serve unknown risks. The consultant acknowledges that there will be those that philosophically disagree with this approach and will have different justification for the placement of future facilities. Of the four Chiefs in the department, considerable difference of opinion exists as to the number of future fire/EMS facilities that will be needed. Two Chiefs felt that the district could be adequately covered with four stations in the future, whereas, two Chiefs felt that seven stations were needed. Each have compelling arguments for their perspective and the consultant considered that input in his decision. FUTURE LOCATIONS OF FIRE/EMS FACILITIES The consultant recommends the following locations for fire/EMS facilities for the Bristol Kendall Fire Department through the year 2030. The recommendation calls for a total of 5 fire stations. Two stations would be located north of the Fox River and three stations located south of the river. Headquarters Station & Station #2 Headquarters Station— 103 East Beaver Street and Station#2 proposed near the corner of McHugh Road and Kennedy Road are considered already in existence for the following recommendation. The consultant will number the stations in the sequence in which he recommends construction. The date of construction is the best guess estimate based on numerous factors and data collected during the study. All recommended stations should be a minimum of three drive through bays (drive through if land acquisitions permit) facilities to accommodate full-time personnel and a classroom/meeting room for use by both the department and the public. The existing plans developed by the department are very adequate, and the consultant reemphasizes the importance of separating the public use of the training room from other areas of the fire station. Station #3 It is recommended, as earlier noted in this report, that the third fire/EMS facility be built just east of Rt. 47 on Galena Road. This facility will be needed within the next five to seven years, as the majority of the population growth will occur in the northern portion of the Fire District. As noted earlier, the Chief officers unanimously recommended a triangular piece of property in the northeast section of the Fire District. This thinking is appropriate when considering today's needs; however, long-term consideration suggests that a fire station located as recommended would better serve the entire northern portion of the district. McGrath Consulting Group,Inc. 22 Station #4 It is recommended that Station#4 should be located west of Rt. 47 near the intersection of Walker Road and Immanuel Road. This location will begin to address the growth of the United City of Yorkville as it progresses south towards the current downtown area. This station will have both commercial and residential properties located within its initial response area. The consultant projects the need for this facility within the next ten to fifteen years. Station #5 It is recommended that Station#5 should be located east of Rt. 47 on Ament Road approximately in the 7400—7500 block. This facility will protect commercial development along Rt. 126 as well as residential. Although there is considerable district property south of this station, most of the individuals interviewed agreed it would most likely be big homes placed on large acre lots. The consultant projects the need for this facility soon after the building (two—three years) of Station#4. The commercial development along Rt. 126 will be the most significant factor on timing of this facility. DEVELOPER IMPACT FEE The Bristol Kendall Fire Department has no legal authority to collect impact fees and must do so through an agreement with the municipalities. The current impact fee collected from the United City of Yorkville and the Village of Montgomery is $300 per residential unit and .035 cents per square foot commercial.No impact fees are collected from the unincorporated areas of the County. The consultant was given 11 area fire depaitments proximal to Bristol Kendall, either comparable in size, service, or location within Kendall County. The consultant also surveyed Lake County, Illinois and the surrounding area as a comparison of an area that has gone through similar growth. The challenge is that there are almost as many developer impact fee structures within fire departments as there are fire departments. Some do not charge at all, some charge commercial but not residential, others just the opposite, others a flat fee, others a range of fees depending on usage of the building, others by square foot, others by review of plans (building, sprinkler, and/or alarm systems—required to be given to the fire department), and finally by acre regardless of residential or commercial. The range went from no fees to a high of$2,300. Therefore,-the consultant did his best to find a common denominator in which to establish a comparable figure. The consultant considered the mean (average), mode (figure appearing the most), and medium (figure in the middle of the list) of the impact fee data. The most pertinent comparison would be utilization of the mean score. McGrath Consulting Group,Inc. 23 The consultant acknowledges not all fire departments responded to the survey and that no attempt was made to include any department that would skew the results. The compiled data is shown in the following chart: Impact Fee Survey County Residential Commercial Kendall $380.50 .13 Cents Sq.Ft. Lake $502.00 .26 Cents Sq. Ft. Others $510.50 .08 Cents Sq.Ft. Representative of Kendall County were 11 departments in the County or surrounding departments that were similar in size, call volume, and/or growth potential. Overall, the fees in Kendall County were less than those of other departments surveyed. In the case of Lake County, most of the responding departments had flat fees and additional charges for plan reviews (required). Most fire protection districts did not have any additional fees due to their inability to collect and/or the unwillingness of the municipality to have a multiple fee structure for the depaituient. Therefore, the recommendation is based on what is most functional for a fire protection district to collect. The category of`others' represents departments in the northeast section of Illinois and 28 fire departments (not previously included in any list) representing the following counties: McHenry, DuPage, Cook, Kane,DeKalb, and Will. Recommendation: The consultant recommends that the Bristol Kendall Fire Department raise its developer impact fee to $500 per residential unit and .16 cents per square foot commercial. Minimum charge of$800 would be assessed for commercial occupancy of 5,000 square feet or less. Illinois law restricts collection of fire protection district development impact fees to capital improvements only; for example, the development of fire/EMS buildings and/or other major capital purchases by the district. SUMMARY The consultant has made a series of recommendations based on data provided by the Bristol Kendall Fire Department, surveys, and interviews. Although the leadership of the Bristol Kendall Fire Department is divided on the number of future satellite stations, it is obvious to the consultant that considerable thought and effort went into the design of the floor plan for those satellite facilities. It is not uncommon to have different perspectives on issues of future growth. McGrath Consulting Group,Inc. 24 The consultant listed a number of issues to be considered in the recommendation of the five stations that should serve the district through 2030, based on a population of approximately 80,000. The following recommendations were made in this report: ➢ The Board of Trustees and leadership of the Bristol Kendall Fire Department should meet with the United City of Yorkville officials and attempt to establish a policy similar to that offered by the Village of Montgomery pertaining to donation of property for satellite fire facilities to serve the City. ➢ A top priority of the Bristol Kendall Fire Department Board of Trustees should be the acquisition of property for the development of future satellite station facilities at or near the consultant's recommended locations. ➢ Staffing of all future satellite fire station locations should be based on the probability of the need for a minimum of four career employees augmented by paid-on-call. ➢ The Board of Trustees should not adopt NFPA 1710 at this time, but should recognize and consider this standard in deteimining staffing and response time benchmarks for all future satellite fire/EMS facilities. ➢ The Board should establish the position of career(fuiltime) Fire Chief in the future, to address the additional leadership challenges associated with community growth. ➢ Emphasis should be placed on the continuing effort to develop a comprehensive fire prevention bureau within the Bristol Kendall Fire Depaitnient. This division would need to establish a strong working relationship with the district's municipalities. ➢ Once the Bristol Kendall Fire Prevention Bureau is established it is appropriate that the District should ask the municipalities to require developers to submit plans for review to the fire department. The fire department should charge a fee for those reviews. • The consultant recommends the installation of preemption traffic control devices at all signaled intersection in the Bristol Kendall Fire Department district. The cost to the department is approximately $7,500 per intersection. ➢ The Bristol Kendall Fire Department should continue to seek opportunities to develop cost effective partnerships with all surrounding fire/EMS service providers. This is especially important in the southeastern portion of the Fire District that may potentially be annexed by the City of Joliet. ➢ The Bristol Kendall Fire Department should utilize the RHAVE computer program to determine the actual fire risk factor potential in their district. This program is free from the United States Fire Administration. McGrath Consulting Group,Inc. 25 ➢ Future fire/EMS facilities are recommended at or near the following areas: • Station#2—near the corner of McHugh Road &Kennedy Road (current proposed site) • Station#3 —just east of the intersection of Rt. 47 & Galena Road ■ Station#'l —west of Rt. 47 near the intersection of Walker Road & Immanuel Road • Station#5 —east of Rt. 47 on Ament Road approximately in the 7400 to 7500 block ➢ Impact fees should be raised from the current $300.00 per residential development to $500.00 per residential development. ➢ Commercial impact fees should be raised from the current .035 cents per square foot to .16 cents per square foot. The minimum commercial developer fee should be raised from $300.00 to $800.00 for any occupancy less than 5,000 square feet. McGrath Consulting Group,Inc. 26 r<s--.D C/1-).. o United City of Yorkville EST. 1836orliani County Seat of Kendall County 800 Game Farm Road �`�- V) Yorkville, Illinois 60560 O II 0�„n\O Phone:630-553-4350 �� ,� > Fax:630-553-7575 v 14LE \\' DEPARTMENT OF BUILDING SAFETY MEMORANDUM DATE: July 19, 2004 TO: Tony Graff, City Administrator FROM: William A. Dettmele Official SUBJECT: Bristol-Kendall Fire Department Future Needs Report—June 2004 I have reviewed the report prepared by the McGrath Consulting Group. Although I have a few differences of opinion with some very minor points, I agree with the consultant's opinion that the impact fee should be raised. Though I agree with their considerations that the impact fee should be raised, I do question the amount of increase they are proposing based on the surveyed areas. I think that the Lake County figures are based on a much more affluent county and that the result of an "average" development fee is skewed upward by the inclusion of Lake County. Lake County's use was predicated based upon its similar recent growth and I am not sure that Lake County's recent growth translates into comparable fiscal comparisons in Yorkville. The areas surveyed and included in `others" seem to be more closely related to Yorkville in proximal location and economic comparison. The average between Kendall County and others is a much lower figure if Lake County is not considered. The consultants did not provide any figures on the anticipated revenue needed for the District's future needs nor did they provide figures on what the proposed increase would provide to the District to meet these needs although it is a given that the increased fees will help their situation. Yorkville's .035 cents per sq. ft. for commercial is well below the Kendall County average of.13 cents per sq. ft. and I agree that the fee should be raised, but I do not agree that the consultant justified the proposed amount of increase in this report. Jul . l9. 2004 3 : 32PM No• 5576 P. 2/13 Draft Revised Landscape Ordinance Prepared by: Schoppe Design Associates, Inc. Date: May 5, 2004 Revised: July 19, 2004 ORDINANCE NO. ORDINANCE AMENDING UNITED CITY OF YORKVILLE LANDSCAPE ORDINANCE SECTION 1: APPLICABILITY: 1. Existing buildings: All lots which have buildings constructed upon prior to the date of this ordinance are exempt from the standards in this ordinance, except for any property which is being rezoned or which a special use is being requested. If a property is being rezoned or is being approved as a special use request, the following landscape standards shall apply: a. Parkway Landscaping b. Perimeter Landscaping c. Parking Lot Landscaping—for the purpose of this category, parking lot landscaping requirements shall apply only to the construction of the new portion of a parking lot and shall not apply to existing parking lots. d. Storm Water Storage Basin Landscaping—for the purpose of this category, storm water storage basin landscaping requirements shall apply only to the construction of the new portion of a storm water storage basin and shall not apply to existing storm water storage basins. 2. For single family detached and duplex residential development: a. New Construction: The applicable landscape requirements for this development activity are as follows: 1. Parkway Landscaping 2. Landscaping Adjacent to Primary and Secondary Arterials and Collector 3. Tree Preservation 1 Jul . 19 . 2004 3 : 32PM No. 5576 P. 3/13 3. For all other development, other than single family detached and duplex residential development: a. New Construction: The applicable landscape requirements for this development activity within this category are as follows: l. Parkway Landscaping 2, Perimeter Landscaping 3. Parking Lot Landscaping 4. Lot Landscaping 5. Storm Water Storage Basin Landscaping 6. Tree Preservation SECTION 2: LANDSCAPE AND TREE PRESERVATION REQUIREMENTS: The following requirements in this section are cumulative: 1. Parkway Landscaping: a. For all single family detached and duplex residential development, the minimum required number of parkway trees are as follows: Interior lots - one tree per lot. Corner lots -two trees per lot (one tree per side). All other lots - (such as parks and retention/detention areas) one tree per 50 lineal feet of frontage. b. For all development other than single family detached and duplex residential development, the minimum required number of parkway trees is one tree per 50 lineal feet of frontage. c. All parkways shall have minimum of 6 inches of good, clean, clump-free topsoil neatly leveled to uniform grade from the top of curb to the top of sidewalk after settling. Trees shall be planted within the public parkway between the curb and sidewalk and trail as applicable. d. All parkways shall have a good, thick stand of grass utilizing sod or seed per the IDOT specifications including fertilizing. The developer as covered by the required maintenance letter of credit will repair any settling of grass loss during the one-year maintenance period. The minimum gradient of all parkways toward the curb shall be 2% and the maximum shall be 8%. All areas shall be seeded or sodded and fertilized in an 2 Ju1 . 19. 2004 3 : 32PM No . 5576 P. 4/13 approved manner. Grass watering and mowing to a maximum height of 5 inches will be the responsibility of the developer through the one year required maintenance period after City acceptance. Parkways will be a minimum of 10 feet in width from the back of the curb to the front edge of the sidewalk. e. No tree shall be planted closer than 30' of the right-of-way intersection. f. Trees shall have a minimum spacing of 20 feet from light poles, street signs, fire hydrants and any other such items that may, in the opinion of the Public Works Director, require similar intervals. g. Trees under wires are not to exceed 20 feet in height at maturity. h. Parkway trees shall be planted prior to the issuance of a certificate of occupancy. It shall be the responsibility of the developer or builder to properly water all newly planted parkway trees at the time of planting, and subsequently thereafter, to insure their survival for a period of one year after City Council acceptance of the public improvements. i. Only approved shade trees may be used as parkway trees. 2. Perimeter Landscaping: a. Non-residential adjacent to residential: Where a non-residential property is adjacent to residential property a 30' wide bufferyard shall be provided. The bufferyard shall consist of a berm or architectural masonry wall, at least 3' in height as measured from the property line. The bufferyard shall also consist of 2 shade trees, 5 evergreen trees and three ornamental trees per 100 lineal feet of bufferyard. b. Multi-family residential adjacent to single family detached and duplex residential: Where multi-family residential property is adjacent to single family detached or duplex residential a 30' landscape bufferyard shall be provided. The bufferyard shall consist of three shade trees, three evergreen and two ornamental trees per 100 lineal feet of bufferyard. 3. Parking Lot Landscaping: All parking lots with ten (10) or more parking spaces, shall provide landscaping in accordance with the following: a. Interior Parking Lot Landscaping: 3 Jul . 19 . 2004 3 . 32PM No . 5576 P . 5/13 1. Interior Landscaping: One tree shall be provided for every 20 parking space and shall be planted within the interior of the parking lot. Trees shall be located in landscape medians, which have a minimum area of 190 square feet and a minimum dimension of 10 feet. The landscape median shall be covered with shrubs, ground cover, turf or organic mulch. 2. Visibility: To ensure proper visibility within the parking lot, the branches of trees shall stRrt no less than six feet(6') above the pavement and shrubs shall be maintained at a height of no greater than 30" above the pavement. b. Perimeter Parking Lot Landscaping: 1. When a parking lot, which is located on a non-residential property, is adjacent to another non-residential property, a 5' perimeter bufferyard shall be planted with two shade trees and fifteen shrubs per 100 lineal feet of bufferyard. 2. When a parking lot is adjacent to a public right-of-way, a landscape bufferyard shall be provided and shall be the width of the required parking lot setback or 30', whichever is less. The bufferyard shall consist of one shade tree, one evergreen tree and thirty-three shrubs per 100 lineal feet of bufferyard. 4. Lot Landscaping: Lot landscaping shall be required for all developments other than single family detached residential and duplex developments in accordance with the following: a. Multi-family: Two canopy trees and 15 shrubs shall be provided for every four units. b. Non-residential: Two shade trees and 15 shrubs shall be provided for every 20,000 sf of lot area. 5. Landscaping Adjacent to Primary and Secondary Arterials and Collector: Residential lots which back up to an Arterial or Collector as defined in the Yorkville Comprehensive Plan, shall provide a minimum 30' wide landscape easement running the full length of the residential lots. This easement shall he planted with 3 shade trees, 4 evergreens and 20 shrubs per 100 feet. 4 Jul • 19 . 2004 3 : 32PM No . 5576 P . 6/13 6. Storm Water Storage Basin Landscaping: A 30 foot wide bufferyard shall be provided around any storm water storage basin that has its high water line within the front or side yards of a lot. The 30' bufferyard shall be measured from the property line to the average elevation between normal water line and the high water line for retention basins and from the property line to the average elevation between the lowest basin elevation and the high water line for detention basins. The bufferyard shall be planted with I tree per 30 feet of bufferyard length. The bufferyard may be reduced to 10' wide. If so,the 10 foot bufferyard shall be planted with 2 trees per 30 feet of bufferyard length. 7. Tree Preservation: The following standards shall apply to all lots which are 5 acres or greater in area. No live tree(s)with a trunk diameter of four inches (4") or greater in diameter, as measured 5' from the ground, may be removed without first obtaining a tree removal permit from the City. a. Tree Removal Permit: The application for a tree removal permit shall be made to the Building Department. The application shall include: I. A Tree Preservation and Removal Plan. The plan shall include: a. A tree survey showing the location of all trees 4" or greater in diameter with 100' of any tree proposed to be removed, including a description of the trees,botanical name, common name, caliper size and general condition or health of the tee(s) b. Delineation of trees to be removed and trees to be preserved c. Details and specifications or procedures to be used to protect trees being preserved d. Location, size and name of replacement trees 2. Tree Preservation and Removal Standards: a. Every reasonable effort shall be made to retain existing trees shown on the tree survey through the integration of those trees into the site plan and landscape plan for a proposed development 5 Jul . 19 . 2004 3 : 33PM No . 5576 P. 7/13 b. Grading and construction equipment shall be prohibited from encroaching within the drip line of a tree c. Crushed limestone hydrocarbons and other material detrimental to trees shall not be stored or dumped within the drip line of any tree nor at any higher location where drainage toward the tree could conceivable affect the health of the tree d. Snow fencing or other approved construction barrier shall be temporarily installed at the periphery of the tree's drip line e. Jn the event that underground utility lines are proposed within five feet (5')of the trunk of a tree, then auguring of the utility line should be considered and may be required by the City 3. Tree Replacement Standards: a. Any tree approved for removal shall be replaced with new trees in accordance with the following schedule: CALIPER(INCHES)OF TREE NUMBER OF REPLACEMENT TOEE REMOVED TREES 30 or greater 6 13-29 5 8-12 4 4-7 2 b. In the event that a tree identified to be preserved is removed or damaged, such tree shall be replaced as follows: CALIPER(INCHES)OF TREE NUMBER OF REPLACEMENT TO BE REMOVED TREES 30 or greater 12 13-29 10 8-12 8 4-7 4 c. All replacement trees shall have a minimum caliper of 2 '/z" and shall consist of the shade tree varieties listed under Permitted Plantings d. If the tree(s) approved for removal is (are) dead, then no replacement tree(s)are required. 6 Jul • 19. 2004 3 : 33PM No . 5576 P . 8/13 4. Approval Criteria: The City shall approve a tree removal permit application if one or more of the following conditions exist: a. The tree to be removed poses a safety hazard to persons or property b. The tree is substantially diseased or weakened by age, • storm, fire or other injury c. The tree removal is in accordance with good forestry practice such as when a parcel of land will only support a certain number of healthy trees which is less than the number of existing trees on the parcel d. The tree removal is part of an approved overall landscape plan 5. Failure to Replace Trees: If replacement trees, which are required by the approved tree removal permit, are not planted within the time frame set out by the tree removal permit, the City may, at its option,replace the trees. All costs associated with purchasing and planting the replacement trees shall be charged to the owner or other person or entity causing the removal of the trees. SECTION 3: GENERAL STANDARDS 1. Landscape Plan: Prior to receiving site plan approval, a landscape plan shall be submitted to the City for review and approval. It is recommended that that prior to submitting a site plan or landscape plan, a pre-submittal conference be conducted to review the site plan implications and the standards of this Chapter. The landscape plan shall contain the following information: • 4( a. The location and dimensions of all existing and proposed structures, parking lots, sidewalks, ground signs, refuse disposal areas, free standing electrical equipment, and other freestanding structural features. b. Name, location, right-of-way and pavement widths of abutting streets. c. The current zoning and land use for adjoining properties and properties located across abutting streets. • 7 Jul . 19. 2004 3 : 33PM No . 5576 P . 9/13 d. The location, quantity, size, and type (both botanical and common names) of all existing landscaping to be preserved and removed, and all proposed landscaping to be added. e. The location and contours, at one-foot(1')intervals, of all proposed berming and storm water detention/retention ponds. f. Specification of the type and boundaries of all proposed ground cover. g. Elevation and location of all existing and proposed fences. h. Location of all existing and proposed utilities and easements. i. Property line dimensions. 2. Quality: All trees shall be planted according to the minimum standards established by the American Association of Nurserymen. Plant material shall be grown in nurseries from the Central or Northern Illinois region. 3. Size: The size of plant material required by this ordinance shall be as follows: Shade Tree - 2 1/2 cal, measured 6" above grade Evergreen Tree - 8' height Ornamental Tree - 6' height Shrubs - 24" 4. Substitutions: For the purposes of providing flexibility in the landscape design substitutions may be allowed at the following rates: 1 Tree equals 1 Evergreen Tree 1 Tree equals 2 Ornamental Trees 1 Tree equals 10 Shrubs 5. A mixture of trees is required so that a maximum of 33% of the total amount of required trees should not be of the same species. 6. Alternative Methods of Compliance: Site conditions may arise where normal compliance is impractical or impossible or where maximum achievement of the City's objectives can only he obtained through alternative methods. a. Requests for alternative methods of compliance may be considered by the City for any application to which the requirements of the Ordinance apply when one (1) or more of the following conditions are present: 8 Jul . 19 . 2004 3 : 33PM No . 5576 P . 10/13 1. Topography, soil,vegetation or other site conditions are such that full compliance is impossible or impractical, or improved environmental quality would result from the alternative compliance. 2. Space limitations or the existing character surrounding neighborhood may justify alternative compliance for infill sites and for improvements or redcvelopment in older developed areas. 3. A change of use on an existing site increases the screening required to more than is feasible to provide. 4. Safety considerations make alternative methods of compliance necessary. b. Requests for alternative methods of compliance shall be accompanied by sufficient explanation and justification,written and graphic,to allow appropriate evaluation and decisions by the City Planner. c. A proposed alternative compliance measure must be equal to or better than normal compliance in terms of quality; , effectiveness, durability, hardiness and ability to meet the landscape standards of the Ordinance. d. Alternative compliance shall be limited to the specific project under consideration and shall not establish precedents for acceptance in other eases. 7. Credit for Existing Vegetation: Credit shall be given for existing trees that are preserved. Each tree that is preserved which is greater than 3" caliper and is listed under Permitted Plantings, shall be credited towards the required tree planting as follows. Other existing vegetation may be credited towards the required plantings subject to the review and approval of the City Planner. CALIPER(INCHES)OF TREE TREES CREDITED TOWARDS TO BE PR.ESEEVED _. REQUIRED PLANTINGS 30 or greater 6 13-29 5 8.12 4 4-7 2 8. Permitted Plantings: The plantings used to meet the requirements of this ordinance shall be selected from the follow list of approved plant material. 9 Jul • 19 • 2004 3 : 33PM No. 5576 P . 11/13 Shade Trees Ash, Green Fraxinus pennsylvanica spp. Ash, White Fraxmnus americana spp. Coffeetree,Kentucky Gymnocladus dhioica Ginkgo Ginko biloba Flackberry Celtis occidentialis Linden American Tilia americana spp. Linden, Littecleaf Tilia cordata spp. Linden, Silver Tilia tomentosa Maple,Black Acer nigrum Maple,Norway Acer platanoides spp. Maple, Red Acer rubrum spp. Maple, Sugar Acer saccharum spp. Oak, Burr Quercus macrocarpa Oak,Red Quercus rubra Oak, Swamp White Quercus bicolor Oak, White Quercus alba Pear, Bradford "Cleveland select" Pyrus calleryana—Cleveland select Sycamore Platanus occidentahis Tuliptree Liriodendron tuhipifera Honey Locust Gleditsia tricanthos Evergreen Trees Fir, Douglas Pseudotsuga menziesii Fir, White Abies coneolor Pine, Austrian Pinus nigra Pine, Scotch Pinus sylvestris Pine, White Pinus strobus Spruce, Blackhills Picea glauca "densata" Spruce, Colorado Picea pungens Spruce,Norway Picea abies Spruce, White Picea glauca Ornamental Trees Alder Alnus glutinosa Birch, River Malus spp. Hawthorne, Downy Craetoegus mollis Hawthorne, Washington Craetoegus phaenopynu, Hawthorne, Thorn less Cockspur Cxataegus crusgalli "inerrnis" Hornbean, American Carpinus caroliniana 10 Ju1 . 19. 2004 3: 33PM No. 5576 P. 12/13 Lilac, Japanese Tree Syringa reticulata Magnolia, Saucer Magnolia souulangiana Magnolia, Star Magnolia stellata Redbud Cercis canadensis Serviceberry, apple Amelanchier grandiflora Serviceberry, Shadblow Amelanchier canadensis Shrubs Those species and varieties hardy to USDA Zone 5. Other plant material not listed may be allowed on a case by case basis as determined by the City Planner. 9. Completion of Landscape Improvements: All required landscape improvements shall be installed prior to the issuance of a certificate of occupancy. If landscape improvements are unable to be completed due to weather conditions which, in the determination of the City, are unfavorable for plant survival and growth, a temporary certificate of occupancy, valid for no more than six months, may be issued. 10. Replacements: The developer shall be responsible for replacing all required landscape improvements that die during a period of two years from the date of installation. The City shall use the bond to replace any plant material if the developer fails to do so within 30 days of notification by the City. After the two year period, the property owner shall be responsible for maintaining and replacing any required plant material that dies. 11. Appeals: Any applicant may appeal any decision of the City Planner to the Zoning Board of Appeals for recommendation to the City Council. a. Any appeal to the standards of this chapter may be considered by the City Council when one or more of the following conditions are present: 1. Topography, soil, vegetation or other site conditions are such that full compliance is impossible or impractical, or improved environmental quality would result from the alternative compliance. 2. Space limitations or the existing character surrounding neighborhood may justify alternative compliance for infill sites and for improvements or redevelopment in older developed areas. 11 Jul • 19. 2004 3 : 33PM No. 5576 P . 13/13 3. A change of use on an existing site increases the screening required to more than is feasible to provide. 4. Safety considerations make alternative methods of compliance necessary. b. Requests for alternative methods of compliance shall be accompanied by sufficient explanation and justification, written and graphic, to allow appropriate evaluation and decisions by the City Council.. c. A proposed alternative compliance measure must be equal to or better than normal compliance in terms of quality, effectiveness, durability, hardiness and ability to meet the landscape standards of the Ordinance. d. Alternative compliance shall be limited to the specific project under consideration and shall not establish precedents for acceptance in other eases. 12. Severability: The various parts, sections, and clauses of this Ordinance are hereby declared to be severable. If any part, sentence, paragraph, section, or clause is adjudged unconstitutional or invalid by a Court of competent jurisdiction, the remainder of the Resolution shall not be affected thereby. 13. Repealer: Any Ordinance or parts thereof in conflict with the provisions of this Ordinance are hereby repealed to the extent of such conflict. 12 .---- 1-,.... -, —� • ` 0D C/�`o United City of Yorkville County Seat of Kendall County EST.411 _ 1836 800 Game Farm Road �\= U) Yorkville, Illinois 60560 P II p Phone:630-553-4350 k,. 11 62:M, v Fax:630-553-7575 L4LE w August 31, 2004 TO: Tony Graff FROM: Anna B. Kurtz,mai SUBJECT: Revised Appearance Code Please find attached the latest version of the Appearance Code for the September 7th Committee of a Whole meeting. iabk c: A. Prochaska L. D'Anna W. Dettmer Filename: C:ADocuments and Settings'Anna AMv Documents\Ordinances\Appearance'.TGraf18-31-04.doc APPEARANCE CODE L OBJECTIVES 1. The fostering of: i. Sound and harmonious design of new buildings and sites. ii. Greater interest in the development and redevelopment of business and industrial areas with an emphasis on appearance as it relates to each specific project, its surroundings and the community, by giving encouragement, guidance and direction. iii. Better maintenance of properties through encouragement of preservation, upkeep, protection and care. iv. Greater public interest and enthusiasm in overall community beauty, appearance, cleanliness and order. 2. Establish standards for new construction and development with respect to, but not limited to, buildings, streetscapes and landscapes. II. APPLICABILITY a) The provisions of this code shall apply to: i. building peunllits for new construction applied for after the execution of the ordinance, and/or ii. building permits for additions to existing buildings where the pefiuiit is applied for after the execution of the ordinance and where the cumulative addition(s) are equal to 10% of the floor area or 200 sq ft, whichever is more and/or iii. when property is rezoned. III. CRITERIA FOR APPEARANCE 1. Landscape and Site Treatment The provisions of this section are meant to supplement the City's Landscape Regulations. All provisions of the Landscape Regulations are in full force. Where conflicts between the two regulations may occur, the more stringent requirement will apply. The following criteria shall be applied to non-residential development, multiple-family dwellings and residential buildings consisting of three or more attached dwelling units. Detached single-family residences and duplexes are exempt from this subsection. Date Printed: 8/31/2004 Page 1 APPEARANCE CODE .(Con't) i. Landscape elements included in these criteria consist of all forms of planting and vegetation, ground forms, rock groupings, water patterns, and all visible construction except buildings and utilitarian structures. ii. Where natural or existing topographic patterns contribute to beauty and utility of a development, they shall be preserved and/or enhanced. Modification to topography will be pellnitted where it contributes to good appearance and/or maintains/enhances the drainage of the property. iii. Grades of walks, parking spaces terraces and other paved areas shall provide an inviting and stable appearance for walking and, if seating is provided, for sitting. • iv. Landscape treatment and spectacular effects (such as incorporating waterfalls, statues or monuments, or works of art, etc.) shall be provided to enhance architectural features, strengthen vistas, and provide shade. v. Unity of design shall be achieved by repetition of certain plant varieties and other materials, and by correlation with adjacent developments. vi. Plant materials shall be selected for interest in its structure, texture, and color and for its ultimate growth. Plants that are indigenous to the area and others that will be hardy, halaionious to the design and of good appearance shall be used. vii. In locations where plants will be susceptible to injury by pedestrian or motor traffic, they shall be protected by appropriate curbs, tree guards or other devices. viii. Parking areas and traffic ways shall be enhanced with landscaped spaces containing trees or tree groupings. Shrubs shall be used only where they will not obscure vision and will not require excessive maintenance. ix. Where building sites limit planting, the placement of trees in parkways or paved areas is encouraged. x. Shade trees in parking areas or areas of extensive hard surfacing will be given special drainage considerations. They could be tiled, have curbs put around them and have the soil mounded up in the curbed areas. xi. Screening of service yards, and other places which tend to be unsightly, shall be accomplished by use of walls, fencing, planting, or combinations of these. Screening shall be equally effective in winter and summer. xii. In areas where general planting will not prosper, other materials such as fences, walls and paving of wood, brick, stone, gravel and cobbles shall be used. Carefully selected plants shall be combined with such materials where possible. Date Printed: 8/31/2004 Page 2 APPEARANCE CODE .(Con't) xiii. Exterior lighting, when used, shall enhance the building design and the adjoining landscape. Lighting standards and fixtures shall be of a design and size compatible with the building and adjacent areas. Lighting shall be restrained in design and excessive brightness and brilliant colors avoided. Maximum illumination at the property line cannot exceed .1 footcandles and no glare shall spill onto adjacent properties or right-of-ways. xiv. The provisions of the Ordinance in regards to bulk regulations; standards and off- street parking; relating to trees and shrubs; all other Ordinances, or portions of Ordinances, which directly affect appearance, shall be a part of the criteria of this sub-section. 2. Residential Single-family detached (1) Unless stated otherwise within this ordinance, no residential dwellings shall be similar in appearance unless two or more buildings of dissimilar design separate the buildings. (2) A newly constructed residential building can not be similar in appearance to another residential building across the street from, or cattycorner from the newly constructed building. (3) A residential dwelling on a corner lot is not considered similar to one adjacent to it if the two dwellings face different streets. (4) On cul-de-sacs not more than two dwellings shall be similar in appearance on any lots having front lot lines contributing to the arc of the cul-de-sac. (5) For the purpose of this section, "similar in appearance" shall mean a residential building which is identical to another in any four or more of the following architectural characteristics: (a) Roof type (gable, hip mansard, gambrel, flat, combination). (b) Height of main roof ridge above finished grade of property. (c) Dimensions (height and length) and shape of the facades facing the front lot line. (d) Locations and sizes of windows, doors (including garage doors) and ornamental work on the facade facing a front lot line. (e) Type of facade materials (i.e., brick veneer, lapped horizontal siding, half timber, board and batten, shakes, etc.) on the facade facing a front lot line. Date Printed: 8/31/2004 Page 3 APPEARANCE CODE .(Con't) ii. Duplexes (1) In addition to the standards listed in Section III2i above, Duplexes shall incorporate brick, stone, or split face brick. The front facade (defined as that facade that faces a street that includes a main entry to the house) shall itself incorporate brick, stone or split face brick on at least 50% of the facade. The other facades shall also incorporate brick, stone or split face brick on at least 50% of the remaining combined facades. (I.E. Assume a 4 sided house with each side having 100 sq ft of facade. The front of the house would have to have 50 sq ft of brick, etc. The other three sides of the house would have to incorporate 150 sq ft of brick, etc., to be applied as the petitioner desires.) iii. Single-family attached (other than Duplexes) and Multiple-family (1) The provisions of III.2.i.(l)-(5) above shall also apply to Single-family attached (other than Duplexes) and Multiple-family buildings. (2) The building footprint of single-family attached and multi-family buildings can be the same. However, the facade treatments must vary between buildings that are adjacent to one another. Facade treatments may include building materials and colors. (3) Site planning in which setbacks and yards are in excess of the minimum zoning district requirements is encouraged to provide an interesting relationship between buildings. (4) Site planning in which setbacks and yards are in excess of the minimum zoning district requirements is encouraged to provide an interesting relationship between buildings. (5) Parking areas shall be treated with decorative elements,building wall extensions, plantings, berms and other innovative means so as to largely screen parking areas from view from public ways. (6) The height and scale of each building shall be compatible with its site and adjoining buildings. (7) Newly installed utility services, and service revisions necessitated by exterior alterations, shall be underground. (8) The architectural character of the building shall be in keeping with the topographical dictates of the site. Date Printed: 8/31/2004 Page 4 APPEARANCE CODE .(Con's) (9) Brick, stone, split face brick or architectural blocks shall be used on all sides of the building. The front facade (defined as that facade that faces a street that includes a main entry to the house) shall itself incorporate brick, stone or split face brick on at least 50% of the facade. The other facades shall also incorporate brick, stone or split face brick on at least 50% of the remaining combined facades. (I.E. Assume a 4 sided building with each side having 100 sq ft of facade. The front of the building would have to have 50 sq ft of brick, etc. The other three sides of the building would have to incorporate 150 sq ft of brick, etc., to be applied as the petitioner desires.) (10) Pedestrian features/amenities, such as covered walkways, street furniture, and bicycle rack facilities are encouraged. (11) Common open space and outdoor seating areas are encouraged. 3. Non-Residential General Provisions (1) Relationship of Buildings to Site (a) The site shall be planned to accomplish a desirable transition with the streetscape, and to provide for adequate planting, pedestrian movement, and parking area. (b) Site planning in which setbacks and yards are in excess of the minimum zoning district requirement is encouraged to provide an interesting relationship between buildings. (c) Parking areas shall be treated with decorative elements, building wall extensions, plantings, berms and other innovative means so as to largely screen parking areas from view from public ways. (d) The height and scale of each building shall be compatible with its site and adjoining buildings. (e) Newly installed utility services, and service revisions necessitated by exterior alterations, shall be underground. (f) The architectural character of the building shall be in keeping with the topographical dictates of the site. (g) In relating buildings to the site, the provisions of the Zoning Ordinance in regard to bulk regulations, standards, and off-street parking shall be part of this criteria. This shall also apply to sub-section 2 which follows. Date Printed: 8/31/2004 Page 5 APPEARANCE CODE (Con't) (2) Relationship of Site to Adjoining Area (a) Adjacent buildings of different architectural styles shall be made compatible by such means as screens, site breaks, and materials. (b) Attractive landscape transition to adjoining properties shall be provided. (c) Hainiony in texture, lines and masses is required. Monotony shall be avoided. (d) Buildings shall have similar scale to those in the surrounding area. ii. Building Design (1) Commercial, Office and Institutional Uses (a) Guidelines (i) Brick or other masonry materials are required on all sides of the building. (ii) Creative layout and design of the buildings within the commercial, office or institutional development is encouraged. Four-sided buildings (i.e., use of windows or the impression of windows on all sides of the building) and the utilization of a campus-style layout are encouraged. Creative layout and design will help to decrease the overall mass of the development, to prevent monotony, and to improve the aesthetic quality of the development. (iii) Outlots shall reflect the style, materials, and/or design elements of the main building. In cases where the main building does not meet the design guidelines and standards (i.e., in teens of visual design materials and layout of the building), new outlot development proposals will be reviewed using the guidelines and standards contained in this document. (iv) Pedestrian scale features/amenities, such as solid-colored awnings, covered walkways, windows, street furniture, bicycle rack facilities and clearly defined entranceways are encouraged. (v) Common open space and outdoor seating areas are encouraged within commercial, office and institutional developments. • (vi) The location of parking lots in a manner that is logical, safe and pedestrian friendly is encouraged. In this respect, the location of parking lots in the rear or side of a building is encouraged. Date Printed: 8/31/2004 Page 6 APPEARANCE CODE .(Con't) (vii) The location of drive-through facilities, including drive-through lanes, bypass lanes, and service windows, adjacent to a public right-of-way are not desirable and are discouraged. (viii) Loading bays for commercial and office uses shall not be located in the front of a building or in the area abutting a public right-of- way. (ix) Loading bays for industrial uses may not be placed along the front of the building or the side(s) abutting a public right-of-way when there is a non-industrial use across from that facade. Otherwise, loading bays for industrial uses shall be discouraged from being placed in the front of the building or in the area abutting a public right-of-way. (b) Standards (i) All commercial, office and institutional buildings shall consist of solid and durable facade materials and be compatible with the character and scale of the surrounding area. (ii) Masonry facades shall not be painted. (iii) Trash enclosures shall be located in areas that are easily accessible by service vehicles but minimally exposed to the public street. Screening these enclosures with a material that is compatible with the principal commercial, office or institutional building is required. (iv) Rooftop mechanicals shall be screened and enclosed in a manner that masks the equipment from view from all sides and is of the same character and design as the structure. Architectural features such as parapet walls and varying rooflines are encouraged. Ground level mechanicals shall be screened by landscaping and/or fencing, as appropriate. (2) Industrial Uses (a) Guidelines (i) Brick or other masonry materials are required on all sides of the industrial structure. Where pre-cast concrete panels or split-face block is utilized, the use of colors, patterns, or other architectural features within these panels/blocks is encouraged. Date Printed: 8/31/2004 Page 7 APPEARANCE CODE .(Con't) (ii) Building entryways shall be clearly identified. Building components, such as windows, doors, eaves and parapets shall be in proportion to one another. (iii) The location of parking lots in a manner that is logical, safe; and pedestrian friendly is encouraged. In this respect, the location of parking lots in the rear or side of a building is encouraged. (iv) Loading bays shall not be located in the front of an industrial structure or in the area abutting a public right-of-way. (b) Standards (i) Industrial buildings shall consist of solid and durable facade materials and be compatible with the character and scale of the surrounding area. (ii) Industrial buildings with facades greater than 100 feet in length shall incorporate recesses, projections, windows or other ornamental/architectural features along at least thirty percent (30%) of the length of the facade abutting a public street in an effort to break up the mass of the structure. (iii) Trash enclosures shall be located in areas that are easily accessible by service vehicles but minimally exposed to the public street. Screening these enclosures with a material that is compatible with the principal industrial building is required. (iv) Rooftop mechanicals shall be screened and enclosed in a manner that masks the equipment from view from all sides and is of the same character and design as the structure. Architectural features such as parapet walls and varying rooflines are encouraged. Ground level mechanicals shall be screened by landscaping and/or fencing, as appropriate. iii. Signs The provisions of this section are meant to supplement the City's Sign Code. All provisions of the Sign Code are in full force. Where conflicts between the two regulations may occur, the more stringent requirement will apply. Wall signs shall be part of the architectural concept. Size, color, lettering, location and arrangement shall be haillionious with the building design, and shall be compatible with signs on adjoining buildings. Date Printed: 8/31/2004 Page 8 APPEARANCE CODE (Con't) 4. Applicability towards Existing Buildings i. This code shall not apply to those buildings where siding is being replaced with similar siding materials. ii. This code shall not apply to existing residential accessory structures. iii. The standards in this code shall be pro-rated when being applied to additions to all principal buildings or major re-construction (i.e., 25% of the facade is removed and/or different type of facade material is used and/or if the size of windows/doors are being modified by more than 25%) done to non-residential or attached single-family or multifamily buildings. iv. Additions and/or major facade work shall be assessed on a cumulative bases (i.e., if a 10 percent modification is conducted at one time and later an another 10 percent medication is made, the cumulative impact is 20% and therefore a 20% compliance ratio is expected.) v. When property is rezoned, the property must comply with this code within 24 months of the execution of the ordinance granting the rezoning. III. MAINTENANCE FOR GOOD APPEARANCE 1. Landscape materials, other than plants, which have deteriorated or have been damaged or defaced, shall be properly repaired or replaced. 2. Plant materials that have deteriorated or died shall be replaced with healthy plantings, or the area shall be redesigned with other treatment to provide an attractive appearance. 3. Plantings shall be kept watered, fed, cultivated, and pruned as required to give a healthy and well groomed appearance during all seasons. 4. Parking areas shall be kept in good repair, properly marked and clear of litter and debris. 5. Vacant property shall be kept free of refuse and debris, and shall have the vegetation cut periodically during the growing season. IV. PROCEDURES 1. The City Building Official, or his/her designee, shall review the plan and/or drawing of the exterior design of every building and site to be constructed in the City for compliance with this code, prior to the issuance of a building peiiuit. Building pelluits shall only be issued upon authorization of the City Building Official. Date Printed: 8/31/2004 Page 9 APPEARANCE CODE .(Con't) 2. Any appeals to this Code or the City Building Official's deteimination of compliance with this code shall be made in writing and submitted to the City Building Official. The City Building Official shall direct such requests to the Facade Committee who shall make a recommendation to the City Council. The City Council's decision shall be binding. Filename: C:\Documents and Settings\Anna\My Documents\Ordinances\Appearance\Appearance Code5-clean.doc Date Printed: 8/31/2004 Page 10 Annex.Agreement Page No. 1 07/28/04 Draft Draft 1 (Above space reserved for Recorder's use) ANNEXATION AND PLANNED UNIT DEVELOPMENT AGREEMENT BETWEEN THE UNITED CITY OF YORKVILLE AND BURNSIDE CONSTRUCTION COMPANY DEVELOPER AND OWNER OF RECORD (THE VILLAS AT THE PRESERVE SUBDIVISION) WHEREAS, a petition for Annexation, Rezoning, Planned Unit Development and Preliminary Plat Approval for the real estate legally described in Exhibit I attached hereto ("Subject Realty"), has been filed with the United City of Yorkville, Illinois ("City") by those persons and entities identified in Exhibit X attached hereto (collectively "Owner") and Burnside Construction Company("Developer"); and, WHEREAS, the Plan Commission has held a public hearing on said petitions in accordance with law and recommended approval thereof; and, WHEREAS, the City Council has received the recommendation of the Plan Commission and has considered the same; and, WHEREAS, the Subject Realty is located contiguous to the corporate boundaries of the City and is not within the corporate boundaries of any other municipality; and WHEREAS, all parties to this Agreement desire to set forth certain terms and conditions upon which the Subject Realty will be annexed to the City in an orderly manner; and WHEREAS, Owner and Developer and their representatives have discussed the proposed annexation and have had a Public Hearing with the Plan Commission as to the Annex.Agreement Page No. 2 07/28/04 Draft Draft 1 annexation and the City Council as to this Agreement, and prior to the execution hereof, notice was duly published and a public hearing was held to consider this Agreement, as required by the statutes of the State of Illinois in such case made and provided. NOW THEREFORE, for an in consideration of the mutual promises and covenants herein contained, the parties agree, as follow: ARTICLE I ANNEXATION SECTION 1: APPROVAL The Subject Realty legally described in Exhibit I attached hereto shall be annexed to the United City of Yorkville and zoned as hereinafter provided in this Agreement. The City shall adopt all ordinances which are necessary or proper to effectuate the intent of this Agreement, including ordinances annexing the Subject Realty and rezoning it as hereinafter provided. ARTICLE II PLANNED DEVELOPMENT APPROVAL SECTION 1: APPROVAL AND MAP AMENDMENT The Subject Realty shall be rezoned from Kendall County A-1 Agricultural to United City of Yorkville R-2 Duplex Two-Family Residence Planned Unit Development District incorporating duplex (two family) residential housing uses, open space and natural areas; subject to the following requirements, variations and restrictions provided herein. ARTICLE III PLANNED UNIT DEVELOPMENT PLANS SECTION 1: APPROVED PLANS The following plans have been reviewed by the Plan Commission of the City and are hereby approved by the City as a part of this Agreement. 1. General Development Plan prepared by Lannert Group, with last revision date of April 12, 2004, a copy of which is attached hereto as Exhibit II ("General Development Plan"); Annex.Agreement Page No. 3 07/28/04 Draft Draft 1 2. Preliminary Plan by Lannert Group, with a last revision date of July 29, 2004 a copy of which is attached hereto as Exhibit III("Preliminary Plan"); 3. Preliminary Engineering Plan prepared by P & D Consultants with a last revision date of , 2004 a copy of which is attached hereto as Exhibit IV ("Preliminary Engineering Plans"); 4. Preliminary Landscape Plans, prepared by Lannert Group dated July 29, 2004 ("Preliminary Landscape Plan"), a copy of which is attached hereto as Exhibit V; 5. Typical Unit Landscape Plan, prepared by Lannert Group dated May 19, 2004 ("Typical Unit Landscape Plan") a copy of which is attached hereto as Exhibit VI The General Development Plan, Preliminary Plan, Preliminary Engineering Plans, Preliminary Landscape Plans, and Typical Unit Landscape Plan are sometimes referred to collectively as "Preliminary Plans." The Preliminary Plans shall be hereby deemed approved. Development within the Subject Realty shall be in substantial conformity with the Preliminary Plans, applicable provisions of Chapter of the Yorkville Municipal Code ("Subdivision Ordinance"), and this Agreement. Development of the Subject Realty shall be in conformity with applicable ordinances of the City, except as otherwise provided or specifically varied or limited in this Agreement, and in accordance with the additional procedures, definitions, uses and restrictions contained therein. SECTION 2: APPROVAL OF FINAL PLANS Developer shall have the right to develop the Subject Realty in such number of phases or units (individually a "Phase of Development") as Developer may from time to time determine in its sole discretion. Upon the submittal by Developer to the City of a final plat of subdivision ("Final Plat"), final landscape plan ("Final Landscape Plan") and final engineering plans ("Final Engineering Plans") for a Phase of Development , which substantially conform with the Preliminary Plans as to such Phase of Development, the City shall promptly approve such Final Plat, (so long as it is in substantial confoimity with the approved General Development Plan, and that Developer is not in material breach or default as to any terms of this Agreement), Final Landscape Plan and Final Engineering Plan in compliance with applicable law and cause the Final Plat to be duly recorded with the Kendall County Recorder's office provided Developer complies with applicable city regulations pertaining to (i) the posting of the applicable Security Instruments, as defined in Paragraph of this Agreement, for such Phase of Development, (ii) the payment of applicable fees to the City as provide for in this Agreement and (iii) the procurement of such approvals as may be required by other governmental authorities with jurisdiction thereover. Annex.Agreement Page No. 4 07/28/04 Draft Draft 1 SECTION 3: HOMEOWNERS ASSOCIATION COVENANTS, CONDITIONS AND RESTRICTIONS OF RECORD Concurrent with and prior to recording a Final Plat, Developer shall submit to the City and City shall review a copy of the Declaration Covenants, Restrictions and Easements (or similarly named document) (`Declaration") which will be used by developer to establish the covenants, conditions and restrictions for each Phase of Development, The Declaration shall provide for the authority of Developer an/or the City to establish an association(the "Homeowners Association") which shall have Primary Responsibility, as defined in Paragraph hereof, for the ownership, care and maintenance of the common open space areas within the Subject Realty as listed in Exhibit VII attached hereto ("Common Facilities") and the collection of assessments from the association members to defray the cost thereof. The Declaration shall be recorded against each Phase of Development simultaneously with the recording of the Final Plat for each Phase of Development. ARTICLE IV DEVELOPMENT STANDARDS SECTION 1: ZONING AND LAND USE REQUIREMENTS A. Zoning: The underlying zoning classification for each of the Phases of Development shall be as follows pursuant to applicable provisions of the Zoning Ordinance: 1. R-2 Duplex Two-Family Residence Planned Unit Development B. Land Use Requirements: 1. Each of the Phases of Development shall be developed in compliance with the bulk design standards as set forth in the Zoning Ordinance and Subdivision Ordinance ("Bulk Design Standards"), unless otherwise provided herein. SECTION 2: BULK DESIGN STANDARD MODIFICATIONS Unless otherwise provided in the General Development Plan, each Phase of Development shall be developed in compliance with the bulk design standards as specified in the City's Subdivision Control Ordinance and the Zoning Ordinance, except as otherwise specified in Annex.Agreement Page No. 5 07/28/04 Draft Draft 1 Exhibit VIII attached hereto (the "Bulk Design Modifications"). The Bulk Design Modifications are hereby approved and shall control the development of the Subject Realty irrespective of any conflicting provision contained in the City's Subdivision Control Ordinance or Zoning Ordinance. SECTION 3: TEMPORARY MODEL SALES AND CONSTRUCTION FACILITI hS Developer/Owner, its successors and assigns shall have the right to place, build and utilize trailers and/or model homes for management, sales and construction offices and facilities and temporary off-street parking facilities, in each Phase of Development from the time this Agreement is approved by the City Council until the last occupancy permit has been issued for all dwelling units permitted within the Subject Realty. No model home area shall require off- street parking facilities other than model home driveways unless such model home area contains more than six (6) contiguous model homes. All temporary off-street parking facilities shall be constructed and maintained with at least a gravel surface. All such temporary parking facilities shall be removed by Owner upon the termination of such use. There shall be no limitation on the number of model homes from time to time utilized within the Subject Realty. The City shall peuuit construction of model homes prior to construction of the Public Improvements within the Phase of Development such models are located, and will allow Developer to pump to the sanitary manholes to provide service to the model homes. SECTION 4: STREET ACCESS A. Restricted Access: Each residence built within the Subject Realty shall have access to the public roadway to be constructed in accordance with the General Development Plan, i.e. Harris Circle and Forest Preserve Drivet. No direct driveway access shall be permitted for any residential lot onto Route 71. B. Minor Streets: The subdivision internal minor streets ("Minor Streets") shall provide access from the residences to Route 71. The Minor Streets are to be named "Harris Circle " and "Forest Preserve Drive". Minor Streets will be dedicated to the City as noted in the Final Plat. SECTION 5: RESIDENTIAL SIGNAGE A. Temporary Signage: Temporary Project Signs shall be permitted for the Subject Realty as provided in Exhibit IX attached hereto, from the date of approval of this Agreement. 1. Owner/Developer shall be allowed three (3) sign types, each of which shall be double sided. Owner/Developer shall be allowed one (1) primary sign ("Primary Sign"). Said Primary Sign may be located as shown on Exhibit IX and shall have a maximum area of 100 square feet per side and a maximum height of six feet. Annex.Agreement Page No. 6 07/28/04 Draft Draft 1 2. Owner/ Developer shall be allowed three (3) project marketing signs ("Project Marketing Sign"). Said Project Marketing Signs may be located as shown on Exhibit IX and shall have a maximum area of 120 square feet per side and a maximum height of 15 feet. 3. Owner/Developer shall be allowed to place such signs as shown on Exhibit IX in conformance with the standards ser forth in the City Zoning and Subdivision Control Ordinances currently in effect at the date of execution of this Agreement by the City unless otherwise modified by this Agreement. Owner/Developer shall not be obligated to construct any signs. B. Permanent Signage: Permanent residential entry identification signs and features shall be permitted at the entry streets to each Residential Neighborhood as identified in the Final Landscape Plans ("Residential Entry Features"). The Residential Entry Features shall be constructed, owned and maintained in accordance with the provisions of Section 3 of Article III of this Agreement. SECTION 6: CONFLICT WITH DEVELOPMENT ORDINANCES To the extent of any conflict, ambiguity or inconsistency between the terms, provision or standards contained in this Agreement and the terms, provisions or standards, either presently existing or hereafter adopted, of the City Code, the Zoning Ordinance, Sign Ordinance, Landscape Ordinance, the Subdivision Control Ordinance, as heretofore identified, City Reimbursement of Consultants and Review Fees Ordinance, City School Transition Fee, and City Development Fee, or any other City code, ordinance or regulation, (collectively defined herein as "Development Ordinances") the terms, provision and standards of this Agreement shall govern and control. These Development Ordinances shall be the Ordinances that govern this Subject Realty and as to the dates of this Agreement, and any amendment to the Development Ordinances shall not apply to the Subject Realty. Notwithstanding the foregoing, if any City code, ordinance or regulation is hereafter adopted or amended as to life safety issues which are applied uniformly within the City said Ordinance shall apply for that purpose to the Subject Realty. All Development Ordinances in effect as of the date of execution of this Agreement shall continue in effect insofar as they relate to the development of the Subject Realty, except as provided in this Agreement. These Development Ordinances shall be frozen from the date of this Agreement and any amendments to these Development Ordinances shall not apply to the Subject Realty except as stated for life safety issues. Annex.Agreement Page No. 7 07/28/04 Draft Draft 1 SECTION 7: FEES AND CHARGES Fees and charges may be assessed against the Subject Realty provided any such fee or charge is or shall be collected by the City on a uniform bases from all owners, users and developers of property within the City. The City shall not increase the amount of any fee or charge for building permit fees, occupancy permit fees, plan review fees, inspection fees, utility fees, application fees or use fees for the Subject Realty unless such increases are: (i) made generally applicable to all owners, users and developers of property with the City; and (ii) such increases are reasonably related to increased costs incurred by the City in providing the services for which such fee is assessed. The City's Development Ordinances establish the City policy with respect to fees and contributions to be made by developers of real estate as follows, including but not limited to the following: A. United City of Yorkville: 1) Building Permit Fee 2) Water Connection Fee 3) Water meter cost 4) City Sewer Connection Fee 5) Water and Sewer Inspection Fee 6) Public Walks/Driveway Inspection Fee B. Development Fees: 1) Public Works 2) Police 3) Building 4) Library 5) Bristol-Kendall Fire PD 6) Engineering Capital Fee 7 ) Park &Recreation Capital Fee The fees payable as aforesaid shall be those established by the City's Development Ordinances on the date of approval of this Agreement by the City. C. Yorkville Parks and Recreation Department: Owner/Developer agrees to pay, in lieu of land, a cash donation of$ , per the City ordinances at the time of issuance of each building permit, i.e. $ Per unit.. Annex.Agreement Page No. 8 07/28/04 Draft Draft 1 D. Yorkville Community School District: 1) Land Cash Fee: The Yorkville Community School District has requested cash in lieu of a land donation. Owner/Developer shall pay $ in satisfaction of the land cash fee to the School District per the ordinances. Said contribution shall be paid at issuance of each building permit in the amount of$ 2) School Transition Fee: The Yorkville Community School District agrees to accept $ per dwelling unit in satisfaction of the United City of Yorkville School Transition Ordinance in effect at the time this Agreement is signed, payable at the time of issuance of building permits for each dwelling unit. E. Engineering Review Fee: Owner/Developer agrees to pay, at final plat approval for each phase of the development, an Engineering Review Fee at the rate of % of the approved engineer's estimate of cost of all land improvements, as defined in the Subdivision Ordinance in effect at the time this Agreement is signed. F. Administration/Inspection Fee: Owner/Developer agrees to pay, at final plat approval , an Administration/Inspection Fee at the rate of % of the approved Engineering estimate of construction costs of land improvements, including but not limited to, all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the Homeowners's Association. G. Sanitary District Fees: Owner/Developer agrees to pay, at annexation, to the Yorkville-Bristol Sanitary District fees for annexation and infrastructure costs. Those fees shall be $ per acre for the annexation fee and $ per acre for the infrastructure costs. Owner/Developer's total obligation shall not exceed $ Said contributions and fees, as they apply to the Subject Realty, shall not be increased from the date of approval by the City of this Agreement. SECTION 8: SANITARY SEWER SERVICE DEVELOPER shall cause the Subject Realty, to be annexed to the Yorkville- Bristol Sanitary District ("Yorkville Bristol" or "YBSD") for the purpose of extending and connecting to the sanitary sewer lines and treatment facilities of Yorkville- Bristol. The installation of sanitary sewer lines to service the Subject Realty and the connection of such sanitary sewer lines to the existing sewer lines of Yorkville-Bristol shall be carried out in substantial compliance with the Final Engineering as approved by the CITY for each Phase of Development. The CITY shall fully cooperate with OWNER and DEVELOPER in obtaining such permits as may be required from time to time by both federal and state law, including, without limitation, the Illinois Environmental Protection Act, permitting the construction and connection of the sanitary Annex.Agreement Page No. 9 07/28/04 Draft Draft 1 sewer lines to the Yorkville-Bristol facilities, in order to facilitate the development and use of each Phase of Development of the Subject Realty. SECTION 9: POTABLE WATER SERVICE The City represents and warrants that it owns, operates and maintains a potable water supply and distribution system within its borders and water mains within the right-of-way along a portion of the perimeter of the Subject Realty , which system and mains have, sufficient capacity and pressure to accommodate the anticipated potable water and fire protection needs of the Subject Realty to the extent the Subject Realty is developed in accordance with the General Development Plan. The City shall cooperate with Developer in obtaining all off-site easements necessary and shall grant Developer access to all City owned right-of-way to enable Developer's provision of potable water service to the Subject Realty. Developer shall restore property affected by off-site extension of water lines to its condition existing prior to said construction. The City agrees to approve sewer and water permits within five (5) days of receipt of an application therefore to the Illinois Environmental Protection Agency, accompanied by plans sufficient to apply in the determination of Developer's engineer. In the event the CITY requires OWNER/DEVELOPER to oversize water mains based on the fire flow requirements of the development, sanitary sewer mains, or stomi sewer lines, the parties shall enter into a written agreement specifically providing that said costs shall be reimbursed by the CITY, or be the subject of a Recapture Agreement and Recapture Ordinance in favor of OWNER/DEVELOPER before OWNER/DEVELOPER is required to perform any oversizing. SECTION 10: STORM SEWER FACILITIES Any storm water detention facility constructed on-site shall comply with the requirements as set out on the Preliminary and Final Engineering plans, subject to approval of the City Engineer.. SECTION 11: OWNERSHIP OF PUBLIC UTILITIFS All public utilities, including but not limited to sanitary sewer, storm sewer and water mains shall be owned and maintained by the City after acceptance in accordance with the Subdivision Ordinance. Any stoini water detention facilities shall be owned by the Homeowner's Association and maintained by said Association. Annex.Agreement Page No. 10 07/28/04 Draft Draft 1 SECTION 12: OFF-SITE IMPROVEMENTS/RECAPTURE/INSPECTIONS A) The City agrees to respond to all requests for required inspection or permits within twenty-four (24) hours (Saturday, Sunday and legal holidays excluded) and to issue or reject (with explanation for corrections) approvals and/or permits within seven (7) days. B) Off-site improvements for the provision of water, sanitary sewer and other utility and infrastructure services shall be provided by OWNER/DEVELOPER according to the City Subdivision Control Ordinance. After the installation of improvements by OWNER/DEVELOPER, the United City of Yorkville shall deliver to the subdivision site potable water characterized by such minimum flows and pressures as required by the Illinois Environmental Protection Agency. C) The CITY agrees to negotiate with OWNER/DEVELOPER the passage of a Recapture Ordinance for any off-site sanitary sewer or water main improvement or on-site sanitary sewer or water main improvement benefitting future users that are contiguous or within a reasonable service area of the Subject Realty. Any recapture shall be done by Ordinance after the CITY has reviewed Engineer's drawings, pursuant to the Engineer's Estimate of Cost and Actual Cost of the Improvements submitted by OWNER/DEVELOPER, and approved by a majority vote of the City Council. D) OWNER/DEVELOPER and CITY agree that if easements are necessary for off-site improvements to serve Subject Realty with utility and municipal services. The United City of Yorkville hereby agrees to use its best efforts, including condemnation, to assist the OWNER/DEVELOPER in the acquisition of easements or peunission to use easements from private parties, Bristol Township, Kendall County and the State of Illinois. The actual cost of acquisition of any easement shall be at the expense of OWNER/DEVELOPER SECTION 13: ACCEPTANCE OF PUBLIC IMPROVEMENTS/SECURITY INSTRUMENTS A) Acceptance of Public Improvements: The public improvements constructed as a part of the development of each Phase of Development shall be accepted by the CITY pursuant to the provisions of the Subdivision Ordinance. The CITY shall exercise good faith and due diligence in accepting said public improvements following Developer's completion thereof for each Phase of Development in compliance with the requirements of the Subdivision ordinance, and shall adopt the resolution accepting said public improvements within sixty (60) days following the submission of the as built plans. Should the City not approve the public improvements, it shall provide a detailed written description of why the improvements are not being accepted to the Developer within 60 days of Owner'/Developer's request for acceptance. B) Posting Security: DEVELOPER shall deposit, or cause to be deposited, with the CITY, at DEVELOPER 'S option, such irrevocable letters of credit, contractor's performance Annex.Agreement Page No. 11 07/28/04 Draft Draft 1 bonds or surety bonds ("Security Instruments") to guarantee completion and maintenance of the public improvements to be constructed as a part of the development of each Phase of Development as are required by applicable ordinances of the CITY. The amount and duration of each Security Instrument shall be as required by applicable ordinances of the CITY at the time this Agreement is executed. All such Security instruments if in the form of an irrevocable letter of credit shall be substantially in a form agreeable to the parties. The City, pursuant to recommendation by the City Engineer, shall from time to time approve a reduction or reductions in the Security instruments by an amount not in excess of eighty five percent (85%) of the value certified by the City Engineer of the completed work, so long as the balance remaining in the Security instruments is at least equal to one hundred ten percent (110%) of the cost to complete the remaining public improvements for the applicable Phase of Development. The Security Instruments for the public improvements for each Phase of Development shall be deposited with the CITY prior to the recordation of the Final Plat for each Phase of Development. . C) Release of Underground and Streets: Upon completion and inspection of underground improvements, street and related road improvements in each Phase of Development; and acceptance by the City Engineer, DEVELOPER shall be entitled to a release or appropriate reduction of any applicable Security Instrument, subject to a maintenance Security Instrument remaining in place for a one year period from the date of acceptance by the CITY, in conformance with the City Subdivision Control Ordinance. D) Transfer and Substitution: Upon the sale or transfer of any portion of the Subject Realty, DEVELOPER shall be released from the obligations secured by its Security Instruments for public improvements upon the submittal and acceptance by the CITY of a substitute Security Instrument approved by the CITY, securing the costs of the improvements set forth therein by the proposed DEVELOPER. SECTION 14: AMENDMENTS TO ORDINANCES. All ordinances, regulations, fees, and codes of the CITY, including, without limitation those pertaining to subdivision controls, zoning, storm water management and drainage, building requirements, official plan, and related restrictions, as they presently exist, except as amended, varied, or modified by the terms of this Agreement, shall apply to the Subject Realty and its development for a period of five (5) years from the date of this Agreement. Any Agreements, repeal,. or additional regulations which are subsequently enacted by the CITY shall not be applied to the development of the Subject Realty except upon the written consent of DEVELOPER during said five (5) year period. After said five (5) year period, the Subject Realty and its development will be subject to all ordinances, regulations, and codes of the CITY in existence on or adopted after the expiration of said five (5) year period, provided, however, that the application of any such ordinance, regulation or code shall not result in a reduction in the number of residential building lots herein approved for the Subject Realty, alter or eliminate any of the ordinance variations provided for herein, nor result in any subdivided lot or structure Aimex.Agreement Page No. 12 07/28/04 Draft Draft 1 constructed within the Subject Realty being classified as non-conforming under any ordinance of the CITY. The foregoing to the contrary notwithstanding, in the event the CITY is required to modify, amend or enact any ordinance or regulation and to apply the same to the Subject Realty pursuant to the express and specific mandate of any superior governmental authority, such ordinance or regulation shall apply to the Subject Realty and be complied with by DEVELOPER, provided, however, that any so called "grandfather" provision contained in such superior governmental mandate which would serve to exempt or delay implementation against the Subject Realty shall be given full force and effect. SECTION 15: BUILDING MATERIAL Exterior building materials shall be employed in a manner to convey a well-considered Midwestern traditional architectural style. The building facades shall feature a combination of masonry, textured siding, shakes or scallops with contrasting soffit/fascia and trim boards. All buildings shall provide for architectural-grade roofing shingles, Masonry materials shall consist of no less than forty percent (40%) of the front facade elevation. The side facade elevation viewable from the street on Lots 1, 11, 16, 29, 30, 36, and 37 shall provide for masonry wainscoting from the front to rear corner of the building. ARTICLE V GENERAL PROVISIONS SECTION 1: CHANGES TO THE PLANNED UNIT DEVELOPMENT The Subject Realty shall be developed in substantial compliance with the Final Plans and this Agreement. Changes to the Planned Unit Development hereafter requested shall be evaluated and processed as follows: A. Definitions: 1. Major changes: Major changes shall include any changes to the Planned Unit Development which require an amendment of the Ordinance approving this Agreement, increase in the number of units, or any other change for which a public hearing is required by law or by the United City of Yorkville Municipal Code, except as specifically provided herein. 2. Minor changes: Minor changes shall include any change not defined herein as a major change or a technical change. Annex.Agreement Page No. 13 07/28/04 Draft Draft 1 3. Technical changes: Technical changes shall include any change to the engineering plans and specifications, and any change to the building plans, which is determined by the Building Commissioner, Fire Chief or City Administrator as the case may be, to be: (I) in substantial compliance with the Final Plat as approved by the City Council; (ii) in compliance with the Yorkville Municipal Code, as amended, except as specifically varied herein; and (iii) in compliance with usual and customary building or engineering practice. For purposes of this Section, the location of buildings and signage shall constitute a technical change only. B. Procedures: 1. Major changes may be approved by the vote of a simple majority of the City Council after public hearing and recommendation by the Plan Commission pursuant to submittal and processing of a petition to amend the Planned Unit Development and a petition for preliminary approval, as set forth in the United City of Yorkville Municipal Code. 2. Minor changes may be approved by the City Council without Plan Commission review or public hearing. 3. Technical changes may be approved by the City Engineer, Building Commissioner, Fire Chief, or City Administrator, as the case may be. SECTION 2: ON-SITE EASEMENTS AND IMPROVEMENTS At the time of recordation of each final plat for the Subject Realty, the owner of such platted area shall grant to the City, at no cost to the City, on-site easements which are determined by the City Council to be necessary for the provision of Public Improvements for the Subject Realty, including but not limited to easements for lift stations, sanitary sewer, water main, electric utility, cable television, storm sewer, stormwater detention and retention, and drainage facilities of sufficient capacity and elevation to provide free flowing and unobstructed outfall of stormwater from areas tributary to the Subject Realty, all as depicted on the Final Engineering Plans or as required by the Subdivision Ordinance. Except for such time to effectuate the reconnection of any public utility system, there shall be no material disruption or discontinuation of the operation of any public utility system, or storm or surface water drainage system by virtue of establishing new easements and vacation any of existing easements, to the extent reasonably practicable. The City shall be granted blanket easements, which shall be included in the Declaration of Covenants, Restrictions and Easements for the subdivisions, for a phase of development, over the private access roads and parking facilities contained therein for utility maintenance, and for police, fire, and other emergency vehicles. When each final plat of subdivision is recorded for Annex.Agreement Page No. 14 07/28/04 Draft Draft 1 the Subject Realty, Developer shall pay for the design engineering, construction engineering and installation of all on-site Public Improvements as defined herein and under the United City of Yorkville Municipal Code, and as reasonably determined by the City Council to be necessary for the development of the Subject Realty in compliance with the Final Plat and Final Engineering Plans. In the event that during the development of the Subject Realty Developer determines that any existing utility easements and/or lines require relocation to facilitate development of the Subject Realty in accordance with the Final Plat, the City shall fully cooperate with Developer in causing the vacation and relocation of such existing easements, and all costs thereof shall be borne by the Developer. If any easement granted to the City as a part of the development of the Subject Realty is subsequently determined to be in error or located in a manner inconsistent with the intended development of the Subject Realty as reflected on the Final Plat and in this Agreement, the City shall fully cooperate with Developer in vacating and relocating such easement and utility facilities located therein, which costs shall be borne by the Developer. Notwithstanding the foregoing, and as a condition precedent to any vacation of easement, Developer shall pay for the cost of design and relocation of any such easement and the public utilities located therein. Developer shall provide for the interconnection, through appropriate storm drainage easements, swales and structures, of the storm sewer system constructed within the Subject Realty with the outfall structures and surface channels adjacent to the Subject Realty. SECTION 3: OFF-SITE EASEMENTS AND CONSTRUCTION At the time each final plat of subdivision for the Subject Realty is recorded, Developer shall obtain all off-site easements which are reasonably deteliiiined by the City Council to be necessary for the development of such portion of the Subject Realty in accordance with the Final Plans. In the event Developer is unable to acquire such necessary off-site easement, the City shall exercise its power of eminent domain to acquire the same, provided Developer shall pay the reasonable costs incurred by the City as a result thereof. Developer shall deposit the amount of such costs reasonably estimated by the City into a segregated, interest bearing escrow account prior to the commencement of such eminent domain proceedings by the City. Such funds shall be utilized solely to defray such costs and all funds, including interest, remaining in such escrow upon completion of such proceedings shall be refunded to Developer. At the time each final plat of subdivision for the Subject Realty is recorded, Developer shall pay for the design engineering, construction engineering and installation of all off-site Public Improvements as required by the final engineering plans for each final plat of subdivision. All such off-site Public Improvements shall be included in the Guarantee for Completion for the area so platted. In the event any such off-site Public Improvements are determined by the City to provide a benefit to other Subject Realty, the City shall enter into a Reimbursement Agreement with Developer with respect to such improvements. Annex.Agreement Page No. 15 07/28/04 Draft Draft 1 SECTION 4: BUILDING CODE Except as otherwise provided in Exhibit XI ("Building Code Deviations") to this Agreement, Developer shall comply in all respects with the applicable provisions of the United City of Yorkville Municipal Code and other City ordinances pertaining to the construction of structures for human occupation in effect at the time Developer, or its successor or assigns, makes application to the City for a building permit or permits in connection therewith. The City expressly approves the modifications from the building codes for the duration of the project as described in Exhibit XI attached hereto. SECTION 5: BUILDING PERMITS The City shall issue building permits for construction of improvements upon the Subject Realty within ten (10) working days subsequent to receipt of application therefore. If the application is denied, the City shall provide a written statement within said period specifying the reasons for denial of the application including specifications of the requirements of law which the application or supporting documents fail to meet. The City shall review and provide written comments. or approve the resubmittal plans within seven (7) calendar days of the resubmittal. The City shall issue such building permits upon compliance with those requirements. Developer may apply for and the City shall issue building permits for portions of the Subject Realty after approval but prior to recordation of a Final Plat for any such portion of the Subject Realty, and prior to the installation and availability of storm sewer, sanitary sewer and potable water service to such portion of the Subject Realty. Notwithstanding the foregoing, no occupancy permits shall be issued for such portions of the Subject Realty until the availability of such utilities to the structure in question is demonstrated, including a binder course of pavement on the street fronting the structure seeking an occupancy permit. SECTION 6: OCCUPANCY PERMITS A. No occupancy permit shall be issued for any building, except model home/ construction office facilities, on the Subject Realty until the storm sewer, sanitary sewer, water system, telephone, gas, electric and streets through stone base are operational. B. The City shall not deny a temporary certificate of occupancy for any space within an attached single family building for the sole reason that other areas in the building are either incomplete or under construction, provided the space to be occupied otherwise meets all applicable occupancy requirements of City ordinances. C. The City shall issue certificates of occupancy for buildings constructed within the Subject Realty within two (2) working days subsequent to application therefore, or issue a letter of denial within said period infoiming the applicant specifically as to what corrections are necessary as a condition to the issuance of a certificate. Inability, due to adverse weather Annex.Agreement Page No. 16 07/28/04 Draft Draft 1 conditions, to install a final surface course on driveways, service walks, public sidewalks, stoops, landscaping (including parkway trees) and final grading, shall not delay the issuance of a temporary certificate of occupancy, which shall contain specific deadlines for completion of each of the items not completed. The City shall not issue a final occupancy permit unless the Final Plat of Subdivision for the Subject Realty is recorded. SECTION 7: RESTORATION OF CITY PROPERTY Developer shall repair and replace, in accordance with the original sizes, standards and topography in a manner satisfactory to the City Engineer, all City property, including Public Improvements, damaged or disturbed by reason of Developer's work in connection with the development of the Subject Realty. SECTION 8: MAINTENANCE OF PRIVATE FACILITI I-S The provisions of the Homeowners' Association Declaration shall apply to the repair and maintenance of all facilities and amenities which are not conveyed to the City as part of the publicly owned portion of the Public Improvements and are not owned and maintained by a lot owner within the Subject Realty. SECTION 9: WATER WELLS Private wells shall be permitted within the Subject Realty for the limited purposes of recharging and maintaining water levels in retention basins and supplying water for irrigation systems utilized to irrigate perimeter street and collector street landscaping, open space facilities, and other landscaped areas under common maintenance control from time to time constructed or installed as a part of the development of the Subject Realty. Retention basins may also be utilized to supply water for such irrigation systems. All such private wells utilized directly or indirectly to irrigate landscaping shall be owned by the Homeowners' Owners Association, and maintained by the Association. All other such private wells shall be owned and maintained by Developer or an Owners Association established by Developer. The City shall also permit the Developer to tie into the City's water system for the limited purpose of irrigation as provided in this Section 11. SECTION 10: COMPLIANCE WITH STATE STATUTES A. General: In the event that any one or more provisions of this do not comply with any one or more provisions of the Illinois Compiled Statutes and the governing rules of the Illinois Water Pollution Control Board or the Federal or State Environmental Protection Agencies, then the City, Owner, and Developer, and all of their respective successors and assigns, agree to Annex.Agreement Page No. 17 07/28/04 Draft Draft 1 cooperate to comply with said provisions which shall include, but not be limited to, the passage of resolutions and ordinances to accomplish such compliance. SECTION 11: PRELIMINARY GRADING Upon execution of this Agreement by the City, Developer may obtain from the City, and the City shall issue, a site development permit for the site grading to be performed upon the Subject Realty. Such site grading shall be in conformity with Engineering Plans approved by the City Engineer, and any changes or adjustments to the requirements for such grading resulting from the review and approval of the final engineering plan for such phase shall be promptly performed by Developer, at Developer's expense. In addition thereto, upon approval of final engineering by the City Engineer for a phase of development, but prior to issuance of a construction permit by the Illinois Environmental Protection Agency, Developer may commence construction of underground Public Improvements for such phase of development provided no connection of such underground Public Improvements shall be connected to active utility lines or mains until all appropriate construction and connection permits have been duly issued by the Illinois Environmental Protection Agency for such phase of development. SECTION 12: CONSTRUCTION TRAILERS The City agrees that from and after the effective date of this , Developer's subcontractors' supply storage trailers may be placed upon such part or parts of the Subject Realty as required and approved by Developer for development purposes. Said trailers may remain within any phase of development within the Subject Realty until all Public Improvements for such phase of development have been completed and accepted by the City. SECTION 13: STREET STANDARDS Design standards for Interior Minor Streets and access drives to be utilized as a part of the development of the Subject Realty are set forth on the Preliminary Engineering Plans ("Street Standards"). To the extent any ordinance or regulation of the City conflicts with any of the Street Standards, such ordinance or regulation is hereby varied and the Street Standards shall prevail and be the legal, applicable standards for development of the Subject Realty, except as otherwise expressly provided in this Agreement. SECTION 14: DEDICATION OF STREET RIGHT-OF-WAY The final plat for each phase of development in the Subject Realty shall establish the dedication of the appropriate right-of-way for all public streets within such phase of development in accordance with the Subdivision Ordinance, as amended or as otherwise provided in this Agreement, and in substantial conformity with the Final Engineering Plans. Annex.Agreement Page No. 18 07/28/04 Draft Draft 1 Street names for each public street shall be established and identified on each final plat of subdivision. SECTION 15: CONVEYANCES Nothing contained in this shall be construed to restrict or limit the right of the Owner and/or Developer to sell or convey all or any portion of the Subject Realty, whether improved or unimproved, and to transfer or assign any or all of their respective rights and duties under this . SECTION 16: TRANSFER OF RIGHTS AND DUTIES Upon the conveyance of any Owner's interest in a phase of development or any portion of the Subject Realty to a third party("Transferee"), the rights and obligations so identified of such Owner and Developer pertaining to such phase or portion of the Subject Realty, shall be deemed assigned to and assumed by such third party, and Owner and Developer shall thereupon be released and discharged by the City from any further obligation pertaining to such identified rights and duties. The Transferee shall thereupon be entitled to exercise all rights and authorities and shall perform all duties and obligations of Owner and Developer pertaining to such phase or portion of the Subject Realty. The Transferee shall comply with the applicable requirements of this Agreement pertaining to the posting of guarantees with the City effecting the portion of the Subject Realty conveyed. Any such guarantee previously posted by the Transferor shall be released by the City upon the delivery to the City by the Transferee of a substitute guarantee in the appropriate amount, in proper foim and issued by a financial institution approved by the City. SECTION 17: SPECIAL ASSESSMENTS AND TAXATION Without the prior written consent of Owner or Developer, the City shall not, within ten (10) years from the execution of this Agreement: A. levy against any real or personal property within the Subject Realty, any special assessment or special tax for the cost of any improvements in or for the benefit of the Subject Realty except as specified herein; or B. undertake any local improvements in, on or for the benefit of the Subject Realty pursuant to the imposition of a special assessment or special tax against the Subject Realty, or any portion thereof; or C. levy or impose additional taxes on the Subject Realty, in the manner provided by law for the provision of special services to the Subject Realty or to an area in which the Subject Realty is located or for the payment of debt incurred in order to provide such special services. Annex.Agreement Page No. 19 07/28/04 Draft Draft 1 ARTICLE VI MISCELLANEOUS SECTION 1: INCORPORATION OF EXHIBITS All exhibits attached to this Agreement are hereby incorporated herein and made a part of the substance hereof. SECTION 2: ENFORCEMENT This Agreement shall be enforceable in the Circuit Court of Kendall County by any of the parties or their successors or assigns by an appropriate action at law or in equity to secure the performance of the covenants and agreements contained herein, including the specific performance of this Agreement. This Agreement shall be governed by the laws of the State of Illinois. SECTION 3: SUCCESSORS AND ASSIGNS This Agreement shall inure to the benefit of and be binding upon the OWNER, DEVELOPER and their successors in title and interest, and upon the CITY, and any successor municipalities of the CITY. It is understood and agreed that this Agreement shall run with the land and as such, shall be assignable to and binding upon subsequent grantees and successors in interest of the OWNER, DEVELOPER, and the CITY. The foregoing to the contrary notwithstanding, the obligations and duties of OWNER and DEVELOPER hereunder shall not be deemed transferred to or assumed by any purchaser of a lot improved with a dwelling unit who acquires the same for residential occupation, unless otherwise expressly agreed in writing by such purchaser. SECTION 4: ENTIRE AGREEMENT This Agreement contains all the teiuis and conditions agreed upon by the parties hereto and no other prior agreement, regarding the subject matter hereof shall be deemed to exist to bind the parties. The parties acknowledge and agree that the terms and conditions of this Agreement, including the payment of any fees, have been reached through a process of good faith negotiation, both by principals and through counsel, and represent terms and conditions that are deemed by the parties to be fair, reasonable, acceptable and contractually binding upon each of them. Annex.Agreement Page No. 20 07/28/04 Draft Draft 1 SECTION 5: NOTICES Any notices required hereunder shall be in writing and shall be served upon any other party in writing and shall be delivered personally or sent by registered or certified mail, return receipt requested, postage prepaid, addressed as follows: If to the CITY: United City of Yorkville Mayor Arthur F. Prochaska, Jr. 800 Game Farm Road Yorkville, IL., 60560 With a Copy to: United City of Yorkville's Attorney Law Offices of Daniel J. Kramer 1107 A. S. Bridge St. Yorkville, IL., 60560 If to the OWNER/DEVELOPER: Burnside Construction Company 2400 Wisconsin Avenue Downers Grove,IL 60515 Attn: Mr. George Arquilla III With a Copy to: Gary L. Taylor Rathje &Woodward 300 E. Roosevelt Road, Suite 300 Wheaton, IL 60187 Or to such other addresses as any party may from time to time designate in a written notice to the other parties. SECTION 6: SEVERABILITY This Agreement is entered into pursuant to the provisions of Chapter 65, Sec. 5/11-15.1-1, et seq., Illinois Compiled Statutes (2002), in the event any part or portion of this Agreement, or any provision, clause, word, or designation of this Agreement is held to be invalid by any court of competent jurisdiction, said part, portion, clause, word or designation of this Agreement shall be deemed to be excised from this Agreement and the invalidity thereof shall not effect such portion or portions of this Agreement as remain. m addition, the CITY, OWNER, Annex.Agreement Page No. 21 07/28/04 Draft Draft 1 and DEVELOPER shall take all action necessary or required to fulfill the intent of this Agreement as to the use and development of the Subject Realy. SECTION 7: AGREEMENT This Agreement, and any Exhibits or attachments hereto, may be amended from time to time in writing with the consent of the parties, pursuant to applicable provisions of the City Code and Illinois Compiled Statutes. This Agreement may be amended by the CITY and the owner of record of a portion of the Subject Realy as to provisions applying exclusively thereto, without the consent of the owner of other portions of the Subject Realy not affected by such Agreement. SECTION 8: CONVEYANCES Nothing contained in this Agreement shall be construed to restrict or limit the right of the Owner or Developer to sell or convey all or any portion of the Subject Realy, whether improved or unimproved. SECTION 9: NECESSARY ORDINANCES AND RESOLUTIONS The CITY shall pass all ordinances and resolutions necessary to permit the OWNER, DEVELOPER, and their successors or assigns, to develop the Subject Realy in accordance with the provisions of this Agreement,provided said ordinances or resolutions are not contrary to law. The CITY agrees to authorize the Mayor and City Clerk to execute this Agreement or to correct any technical defects which may arise after the execution of this Agreement. SECTION 10: TERM OF AGREEMENT The term of this Agreement shall be twenty (20) years. In the event construction is commenced within said twenty-year period all of the teinis of this Agreement shall remain enforceable despite said time limitation, unless modified by written agreement of the CITY and DEVELOPER/OWNER. SECTION 11: CAPTIONS AND PARAGRAPH HEADINGS The captions and paragraph headings used herein are for convenience only and shall not be used in construing any term or provision of this Agreement. SECTION 12: RECORDING This Agreement shall be recorded in the Office of the Recorder of Deeds, Kendall County, Illinois, at DEVELOPER's expense. Annex.Agreement Page No. 22 07/28/04 Draft Draft 1 SECTION 13: RECITALS AND EXHIBITS The recitals set forth at the beginning of this Agreement, and the exhibits attached hereto, are incorporated herein by this reference and shall constitute substantive provisions of this Agreement. SECTION 14: COUNTERPARTS This Agreement may be executed in counterparts, each of which shall be deemed an original, but all of which together shall constitute one and the same document. SECTION 15: NO MORATORIUM The CITY shall not limit the number of building or other permits that may be applied for within any opened phase due to any CITY imposed moratorium and shall in no event unreasonably withhold approval of said permits or approval for the Final Plat of any Phase of Development . SECTION 16: TIME IS OF THE ESSENCE Time is of the essence of this Agreement and all documents, agreements, and contracts pursuant hereto as well as all covenants contained in this Agreement shall be performed in a timely manner by all parties hereto. SECTION 17: EXCULPATION It is agreed that the CITY is not liable or responsible for any restrictions on the CITY's obligations under this Agreement that may be required or imposed by any other governmental bodies or agencies having jurisdiction over the Subject Realy, the CITY, the DEVELOPER, or OWNERS, including, but not limited to, county, state or federal regulatory bodies. [REMAINDER OF THIS PAGE LEFT BLANK INTENTIONALLY.] Annex.Agreement Page No. 23 07/28/04 Draft Draft 1 IN WITNESS WHEREOF, the undersigned have hereunto set their hands and seals this day of , 2004. UNITED CITY OF YORKVILLE Kendall County, Illinois By: MAYOR ATTEST: City Clerk OWNER/DEVELOPER: BURNSIDE CONSTRUCTION COMPANY By: Manager Dated: Annex.Agreement Page No. 24 07/28/04 Draft Draft 1 SCHEDULE OF EXHIBITS EXHIBIT I: Legal Description of Subject Realty EXHIBIT II: General Development Plan EXHIBIT III: Preliminary Plan EXHIBIT IV: Preliminary Engineering Plans EXHIBIT V: Preliminary Landscape Plan EXHIBIT VI: Typical Unit Landscape Plan EXHIBIT VII: Common Facilities EXHIBIT VIII: Bulk Design Modifications EXHIBIT IX: Temporary Signage EXHIBIT X: List of Owners EXHIBIT XI: Building Code Deviations Annex.Agreement Page No. 25 07/28/04 Draft Draft 1 EXHIBIT I LEGAL DESCRIPTION OF SUBJECT REALTY See attached sheet for legal description. Annex.Agreement Page No. 26 07/28/04 Draft Draft 1 EXHIBIT II GENERAL DEVELOPMENT PLAN Annex.Agreement Page No. 27 07/28/04 Draft Draft 1 EXHIBIT III PRELIMINARY PLAN Annex.Agreement Page No. 28 07/28/04 Draft Draft 1 EXHIBIT IV PRELIMINARY ENGINEERING PLANS Annex.Agreement Page No. 29 07/28/04 Draft Draft 1 EXHIBIT V PRELIMINARY LANDSCAPE PLAN Annex.Agreement Page No. 30 07/28/04 Draft Draft 1 EXHIBIT VI TYPICAL UNIT LANDSCAPE PLAN Annex.Agreement Page No. 31 07/28/04 Draft Draft 1 EXHIBIT VII COMMON FACILITIES As depicted on the Preliminary Plan as Outlots A through H inclusive. Annex.Agreement Page No. 32 07/28/04 Draft Draft 1 EXHIBIT VIII BULK DESIGN MODIFICATIONS 1. Lot width not less than 80 feet at the front building setback line, in lieu of 100 feet. 2. 20 foot front yard setback, in lieu of 30 feet, subject to maintaining at least an 80 foot Lot width at the front building setback line. Annex.Agreement Page No. 33 07/28/04 Draft Draft 1 EXHIBIT IX TEMPORARY SIGNAGE Anmex.Agreement Page No. 34 07/28/04 Draft Draft 1 EXHIBIT X LIST OF OWNERS 1) Conifer Group,LLC, an Illinois limited liability company Annex.Agreement Page No. 35 07/28/04 Draft Draft 1 EXHIBIT XI BUILDING CODE DEVIATIONS None , 1)K {yam•( •k" R. HvERFRoNT PARK 1 0 YORKVILLE, ILLINOIS Rrm;: � � EXISTING VIEW FROM ROUTE 47 BRIDGE TOWARDS RIVERFRONT PARK SITE FISH LADDER } -- I . - ! A 11 " ^-----------I ENTRY PROMENADE '; r- L 'i *< t, FOX RIVER RESTROOM FACILITY °i""' ," AVERAGE ANNUAL :1 1 L 1.ii..4+f4 V' GLEN PALMER DAM WATER LEVEL PEDESTRIAN BRIDGE& OBSERVATION AREA CANOE CHUTE ' , � A' DIVIDER ISLAND ' 'i f'C PEDESTRIAN BRIDGE 100 YEAR STORM +�+� — WATER LEVEL �A F;.-- NATIVE PLANTINGS \\ \\` &GRAVE PAT#\ _� f ` lit\414 CANOE .'---'---‘4. --11,' \ ,,, A - �r- - ••..�, ‘� • 1 PROPOSED •LANDw� � - -- — su r. 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TRAIL CONNECTION EXISTING WATER FOUNTAIN '' - `" TO VAN EMMON PARK AND ENTRY PLAZA I R_-�TROOM FACILITIES _ _J �� �� CURRENT PLAYGROUND TRAILER TO REMAIN AND FUTURE CIVIC LAWN g � PARKWAY RESTORED PEDESTRIAN_ '� �� WOODLAND HABITAT HYDRAULIC AND RIVER AVENUE SIDEWALK PARKING LOT PATH NATURAL GARDENS WALK CANOE CHUTE DIVIDER ISLAND FOX RIVER CANOE CHUTE OVERLOOK \\ I I I I I I I . I AND ENTRY PROMENADE r, f t� iL N .q�Ot_\\: p tit- ,:. . IL: ay. _ . �' E. VAN TRAI0 L CONNECTION RIVER ON MON ST. • SECTION A A' L �` +�;! EM CONCEPTUAL PAIll( PLAN �� ��� ��� S�HOPPE DESIGN ASSOCIATES .� The United City Of Yorkville 800 Game Farm Rd. 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' f 11.1".""141MW°116.4. 74-----;.---,--e - i---*----:,------;,____ ��^- — - 4 e y• \/k IV` Gam.I • + r . s, 1111 .„. , $ 4, .rte • 15' 60' 120' SCHOPPE DESIGN ASSOCIATES , m T The United City Of Yorkville _____, ��,ry 800 Game Farm Rd. L andreape Architecture and Land Planning GLEN PALMER DAM Yorkville IL 60560 0' 30' �f� � 630-553 4350 30 if W.DOWNER PLACE PK(630)896-2501 North SCALE:1”=30' DATE:8-20-2004 E AURORA,IL 60506 FAX(630)896-3228 UNITED CITY OF YORKVILL k SUBDIVISION CONTROL ORDINANCE THE UNITED CITY OF YORKVILLE Ordinance No. Date Adopted June 21,2004 Yorkville Subdivision Control Ordinance YORKVILLE SUBDIVISION CONTROL ORDINANCE SECTION 1.00 TITLE 2.00 INTENT&PURPOSE 3.00 GENERAL PROVISIONS 3.01 Jurisdiction 3.02 Interpretation 3.03 Separability 3.04 Rules 4.00 DEFINITIONS 5.00 PROCEDURE FOR SUBMISSION OF SUBDIVISION PLAT 5.01 Concept Plan 5.02 Preliminary Plan 5.03 Final Plan 6.00 REQUIRED INFORMATION TO BE SHOWN ON SUBDIVISION PLANS&PLATS 6.01 Pre-Application Conference Plan 6.02 Preliminary Plan 6.03 Final Plan 7.00 DESIGN STANDARDS 7.01 General 7.02 Public Sites and Open Spaces 7.03 Standards 7.04 Half-Streets 7.05 Alleys 7.06 Street Jogs 7.07 Street Intersections 7.08 Blocks 7.09 Lots 7.10 Easements 8.00 REQUIRED IMPROVEMENTS 8.01 Improvement Requirements Prior to Filing Final Plat 8.02 Subdivision Securities 8.03 Construction Warranty 8.04 Procedure 8.05 Construction and Inspection 8.06 As-Built Plans 8.07 Survey Monuments 8.08 Acceptance of Dedication,Improvements 8.09 Streets 8.10 Sidewalks 8.11 Street Lighting 8.12 Signage,Guard Rails, &Landscaping 8.13 Storm Water Drainage 8.14 Sanitary Sewer System 8.15 Water System 8.16 Over-sizing of Utilities 2 Yorkville Subdivision Control Ordinance YORKVILLE SUBDIVISION CONTROL ORDINANCE.CONTINUED SECTION, CONTINUED 9.00 ADMINISTRATION 9.01 Building Permit 9.02 Certificate of Occupancy 9.03 Variations 10.00 AMENDMENTS 10.01 Initiation of Amendment 10.02 Processing Application for Amendment 10.03 Decisions 11.00 FEE SCHEDULE 11.01 Land-Cash Contributions 11.02 Fees 12.00 VIOLATIONS,PENALTY, &ENFORCEMENT 13.00 REPEALER 14.00 SEVERABILITY 15.00 EFFECTIVE DATE Exhibit 1 Standard Specifications for Improvements Exhibit 2 Park Development Standards We/ d a4.d6rx>frte-d k / ate/ '4/ Vo-umrd,/ 0, the, Q (€/ Way, `, Wozlru,ate Jluzf . WOE 6 /i, ceved ty, Vim, I w ,0, wove , Claz J,11.f0.€11,11,P/l , atitendeL4 t&aWCW.0-647 • 3 Yorkville Subdivision Control Ordinance SECTION 1.00-TITLE This Ordinance shall hereafter be known, cited,and referred to as the Yorkville Subdivision Control Ordinance. SECTION 2.00—INTENT &PURPOSE The regulations of this ordinance are adopted: To protect the interests of the land owner,the investor in land,the homeowner,and the municipal unit; To conserve, protect, and enhance property and property values; to secure the most efficient use of land; and to facilitate the provisions of public improvements; To provide for orderly growth and development; to afford adequate facilities for the safe and efficient means for traffic circulation of the public; and to safeguard the public against flood damage; To prescribe reasonable rules and regulations governing the subdivision and platting of land; the preparation of plats; the location,width, and course of streets and highways; the installation of utilities, street pavements, and other essential improvements; and the provision of necessary public grounds for schools, parks, playgrounds, and other public open space; and To establish procedures for the submission, approval, and recording of plats, to provide the means for enforcement of the ordinance,and to provide penalties for violations. SECTION 3.00—GENERAL PROVISIONS 3.01 JURISDICTION 3.01.01 This Ordinance shall apply to all subdivision of land within the incorporated limits of the United City of Yorkville, and within its contiguous territory, but not more than one and one-half miles beyond the incorporated limits of the United City of Yorkville. 3.02 INTERPRETATION 3.02.01 Minimum Requirements: The provisions of this Ordinance shall be held to be the minimum requirements for the promotion of public health, safety,and welfare. 3.02.02 Relationship with Other Laws: Where the conditions imposed by any provision of the Ordinance are either more restrictive or less restrictive than comparable conditions imposed by any other ordinance, law, resolution, rule, or regulation of any kind, the regulations that are more restrictive (or which impose higher standards or requirements) shall govern. 3.02.03 Effect On Existing Agreement. This Ordinance is not intended to abrogate any easement, covenant, or any other private agreement, provided that where the regulations of this Ordinance are more restrictive (or impose higher stands or requirements) than such easements, covenants, or other private agreements,the requirements of this Ordinance shall govern. 3.02.04 The Standard Specifications for Improvements shall be hereby included and made a part of this Subdivision Control Ordinance in its entirety. 3.02.05 The Park Development Standards shall be hereby included and made a part of this Subdivision Control Ordinance in its entirety. 4 Yorkville Subdivision Control Ordinance 3.03 SEPARABILITY 3.03.01 Should any section, subsection, clause, or provision of this Ordinance be declared by a court of competent jurisdiction to be invalid, the same shall not affect the validity of the Ordinance as a whole,or any part thereof,other than the part so declared to be invalid. 3.04 RULES 3.04.01 In the construction of this Ordinance, the rules contained herein shall be observed and applied, except when the context clearly indicates otherwise: 1. Words used in the present tense shall include the future, and words used in the singular number shall include the plural number, and the plural shall include the singular. 2. The word"shall"is mandatory,and not discretionary. 3. The word"may"is permissive. 4. The masculine gender includes the feminine and neuter. SECTION 4.00—DEFINITIONS 4.01 The following words and terms, wherever they occur in this Ordinance, shall be interpreted as herein defined: Alley: A public right-of-way, primarily designed to serve as secondary access to the side or rear of properties whose principal frontage is on some other street. Block: A tract of land bounded by streets, or by a combination of streets, railway right-of-ways, or waterways. Building Setback Line: A line across a lot or parcel of land, establishing the minimum open space to be provided between the line of a building or structure, and the lot line of the lot or parcel. City: The Mayor and City Council of the United City of Yorkville,Illinois. Crosswalk: A strip of land 10' or more in width, dedicated to public use, which is reserved across a block to provide pedestrian access to adjacent areas, and may include utilities,where necessary. Cul-de-Sac: A street having only one outlet, and an appropriate terminal for the reversal of traffic movement,without the need to back up. Dead-end Street: A Street having only one outlet. Density, Gross: A numerical value obtained by dividing the total dwelling units in a development by the gross area of the tract of land upon which the dwelling units are located. Density,Net: A numerical value obtained by dividing the total dwelling units in a development by the total area of the development, less rights-of-way, parks, storm water management areas, and all other non-residential uses. Development: Any man-made change to real estate, including: a) Preparation of a plat of subdivision; b) Construction,reconstruction,or placement of a building or any addition to a building; 5 Yorkville Subdivision Control Ordinance c) Installation of a manufactured home on a site,preparing a site for a manufactured home, or installing a travel trailer on a site for more than 180 days; d) Construction of roads,bridges,or similar projects; e) Redevelopment of a site; f) Filling, dredging, grading, clearing, excavating, paving, or other non-agricultural alterations of the ground surface; g) Storage of materials, or deposit of solid or liquid waste; h) Any other activity that might alter the magnitude, frequency, deviation, direction, or velocity of storm water flows,from a property. Easement: A grant by a property owner for the use of a parcel of land by the general public, a corporation,or a certain person or persons for a specific purpose or purposes. Eyebrow Cul-de-Sac: A cul-de-sac whose center radius point is less than 80 feet from the centerline of the intersecting cross street. Floodplain: That land adjacent to a body of water with ground surface elevations at or below the base flood or the 100-year frequency flood elevation. The floodplain is also known and the Special Flood Hazard Area(SFHA). Frontage: The property on one side of a street,between two intersecting streets(crossing or terminating), measured along the line of the street; Or, with a dead-end street, all property abutting one side of such street,measured from the nearest intersecting street and the end of the dead-end street. Frontage Road: A public or private marginal access roadway, generally paralleling and contiguous to a street or highway, and designed to promote safety by eliminating unlimited ingress and egress to such street or highway by providing points of ingress and egress at relatively-uniform spaced intervals. Half Street: A Street bordering on or more property lines of a subdivision tract,to which the sub-divider has allocated only a portion of the ultimate and intended street width. MOT: Illinois Department of Transportation. Improvement Plans: The drawing of all required land improvements, prepared by an Illinois Registered Professional Engineer,and all accompanying information as required by the Ordinance. Improvements: All facilities constructed or erected by a subdivider within a subdivision, to permit and facilitate the use of lots or blocks for a principal residential,business,or manufacturing purpose. Land Improvement: All required onsite and offsite subdivision improvements, including but not limited to, any sanitary sewage system,water distribution system, storm drainage systems,public utility systems, sidewalk systems, public or private streets, street lighting, street signs, grading and drainage way facilities,pedestrian ways,and retention and detention basins. Lot: A portion of a subdivision or other parcel of land,intended for transfer of ownership,or for building developments. Lot Depth: The distance between the midpoint of the front lot line and the midpoint of the rear lot line. Lot, Double Frontage: A lot, two opposite lot lines of which abut upon streets which are more or less parallel. 6 Yorkville Subdivision Control Ordinance Lot Line: The boundary line of a lot. Lot Width: The distance on a horizontal plane between the side lot lines of a lot, measured at right angles to the line,establishing the lot depth at the established building setback line. Parcel: The word parcel shall refer broadly to a lot,tract, or any other piece of land. Parkway: A strip of land situated within the dedicated street right-of-way, either located between the roadway and right-of-way line,or a median located between the roadways. Parking Lot: An area permanently reserved and/or used for the temporary storage of motor vehicles. Plan. Concept: A tentative map or drawing which indicates the subdivider's proposed layout of a subdivision, including a site plan indicating existing offsite roadway connections. Plan,Final: The final plat,plus all accompanying information required by this Ordinance. Plan.Preliminary: The preliminary plat,plus all accompanying information required by this Ordinance. Planned Unit Development Parcel of land or contiguous parcels of land in single ownership or unified control,to be developed as a single entity,the character of which is compatible with adjacent parcels, and the intent of the zoning district in which it is located; the developer may be granted relief from specific land use regulations and design standards in return for assurances of an overall quality of development, including any specific features which will be of benefit to the City as a whole, and would not otherwise be required by the City Ordinances. Plat: A subdivision as it is represented as a formal document by drawing and writing. Plat, Final: The final map drawing or chart, on which the subdivider's layout of a subdivision is presented to the City Council for approval, and which, if approved, will be submitted to the County Recorder for recording. Plat, Preliminary: A tentative map or drawing, which indicates the subdivider's proposed layout of a subdivision,including all proposed improvements. Re-subdivision: The subdivision of a tract of land that has previously been lawfully subdivided, and a plat of such prior subdivision duly recorded. Right-of-Way: A strip of land occupied or intended to be occupied by a road, crosswalk, railroad, electric transmission line, oil or gas pipeline, water main, sanitary or storm sewer main, or for another special use. The usage of the term "right-of-way" for land platting purposes in the United City of Yorkville shall mean that every right-of-way hereafter established and shown on a final recorded plat is to be separate and distinct from the lots or parcels adjoining such right-of-way, and not included within the dimensions or areas of such lots or parcels. Rights-of-way intended for roads, crosswalks, water mains, sanitary sewers, the maker of the plat on which such right-of-way is established shall dedicate storm drains,or any other use involving maintenance by a public agency to public use. Roadway: The paved portion of the street available for vehicular traffic. Service Drive: A public street, generally paralleling and contiguous to a main traveled way, primarily designed to promote safety by eliminating promiscuous ingress and egress to the right-of-way, and providing safe and orderly points of access at fairly uniformly-spaced intervals. Sewage Disposal System, Individual: A sewage disposal system, or any other sewage treatment device approved by the Kendall County Department of Public Health,and servicing only one lot. 7 Yorkville Subdivision Control Ordinance Sewage Disposal System, Central: A system of sanitary sewers, serving ten or more lots that discharge either into an interceptor sewer or an approved sewage treatment plant. Sidewalk: That portion of street or crosswalk way,paved or otherwise surfaced, intended for pedestrian use only. Street: A public or private right-of-way which affords a primary means of access to abutting properties, whether designated as a street, avenue, highway, road, boulevard, lane, throughway, or however otherwise designated,but excepting driveways to buildings. Street,Half: A street bordering one or more property lines of a tract of land in which the subdivider has allocated but part of the ultimate right-of-way width. Street, Marginal Access: A minor street which is parallel to and adjacent to a thoroughfare, and which provides access to abutting properties and protection from through traffic. Street, Estate Residential: A Street of limited continuity, used for access to abutting rural residential properties and local needs of a neighborhood. This street carries less than 1000ADT. Street. Local Residential: A Street of limited continuity, used primarily for access to abutting rural residential properties and local needs of a neighborhood. This street carries less than 1000ADT. , Street.Major Collector: A street that serves as a main traffic thoroughfare,both within and outside of the City, carrying heavy volumes of traffic. This street carries more than 2500 ADT. Street, Collector: A Street that collects and distributes traffic, primarily within residential areas. This street carries between 2500 and 12,000 ADT. Street, Minor Collector: A Street that collects and distributes traffic within intensivelydeveloped P areas, and is used primarily for internal trips within the planning area. This street carries between 1000 and 2500 ADT. Street Width: The shortest distance between the backs of the curb or edge of pavement of a roadway. Sub-divider: Any person or corporation or duly authorized agent who undertakes the subdivision or development of land as defined herein. Also referred to as Developer. Subdivision: A described tract of land which is to be, or has been, divided into two or more lots or parcels. The term subdivision includes re-subdivision and,where it is appropriate to the context, relates to the process of subdividing or to the land subdivided. For the purpose of this manual,the requirements contained herein shall not apply,and no plat is required, in any of the following instances: 1. The division or subdivision of land into parcels or tracts of five acres or more in size, which does not involve any new streets or easements of access; 2. The division of lots or blocks of less than one acre, in any recorded subdivision, which does not involve any new streets or easements of access; 3. The sale or exchange of parcels of land between owners of adjoining and contiguous land; 4. The conveyance of parcels of land or interests therein for use as right-of-way for railroads or other public utility facilities which does not involved any new streets or easements of access; 5. The conveyance of land owned by a railroad or other public utility which does not involve any new streets or easements of access; 8 Yorkville Subdivision Control Ordinance 6. The conveyance of land for highway or other public purposes or grants or conveyances relating to the dedication of land for public use or instruments relating to the vacation of land impressed with a public use; 7. Conveyances made to correct descriptions in prior conveyances; 8. The sale or exchange of parcels or tracts of land existing on the date of adoption of this Resolution into no more than two parts, and not involving any new streets or easement of access. Turn-Around: An area at the closed end of a street or parking lot, within which vehicles may reverse their direction. Wetlands: As defined by the Illinois Department of Natural Resources. SECTION 5.00—PROCEDURE FOR SUBMISSION OF SUBDIVISION PLAT Instructions for subdivision plat processes leading to approval and plat recording: 5.01 CONCEPT PLAN 5.01.01 Application: Petitioners who wish to start the process with a concept plan should at this time submit his application (the original and 35 copies), along with 35 folded copies of his concept plan, a minimum of 15 days prior to the targeted Plan Commission meeting. As part of the application, the petitioner shall also provide the names and addresses of all land owners within 500 feet of the application property to the City's Deputy Clerk, for the purpose of sending certified notices of the required public hearing(s). 5.01.02 Review: Petitioner needs to schedule a meeting with the City Administrator, City Engineer, and Director of Public Works, to review access, availability of water, sewer, storm water, and other related technical issues,at least two weeks prior to the targeted Plan Commission. 5.01.03 Park Board: Petitioner must attend the scheduled Park Board meeting if the development has a residential component. The petitioner (or his duly authorized representative) will present the Concept Plan, and discuss how it fits into the overall City Park Plan The Park Board will make a recommendation regarding the petitioner's plan for parks. • 5.01.04 Plan Commission: Petitioner must attend the scheduled Plan Commission meeting, which will involve an infollual public comment session after the petitioner (or his duly authorized representative)presents his Concept Plan. 5.01.05 Committee of the Whole: Petitioner must attend the scheduled Committee of the Whole meeting, which will involve a presentation of the Concept Plan by the petitioner (or his duly authorized representative), and informal discussion with the Committee members. 5.02 PRELIMINARY PLAN 5.02.01 The preliminary plan is a drawing complying with all provisions of this Ordinance, and when considered necessary by the Plan Commission or the Plan Council, should be accompanied by other engineering drawings concerning required improvements on which final review for adherence to design standards and improvement proposals is based, and from which detailed engineering drawings can proceed. 9 Yorkville Subdivision Control Ordinance 5.02.02 When the petitioner does not wish to present a Concept Plan,he will start with his Preliminary Plan, and at this time submit his application. Petitioner will be invoiced for the required annexation, re- zoning, engineering, and other applicable fees, which must be paid in full prior to being placed on the Plan Commission Agenda. A deposit for legal and planning services will also be invoiced,and is due at this time. Payment should be made to the Deputy Clerk, and the United City of Yorkville Administrative Offices. As part of the application, the petitioner shall also provide the names and addresses of all land owners within 500 feet of the application property to the City's Deputy Clerk, for the purpose of sending certified notices of the required public hearing(s). 5.02.03 Following a written report from the Plan Council, and after review of the Preliminary Plan and discussion with the Sub-divider on changes and additions that may be required for the plan, the Plan Commission shall make a recommendation in writing to the City Council. 5.02.04 After review of the Preliminary Plan and the recommendation of the Plan Commission, the City Council shall discuss with the subdivider the proposed Plan, and shall, within 45 days, act on the Preliminary Plan. The subdivider shall be notified in writing of any conditions of approval or reasons for disapproval. 5.02.05 Approval of the Preliminary Plan is tentative only, and shall be effective for a period of twelve months. If the fmal plat has not been recorded within this time limit, the Preliminary Plan must again be submitted for approval, unless upon application by the subdivider, the City Council grants an extension. An extension period shall not exceed two(2) 12-month periods. 5.02.06 Ordinances in effect on the date of Preliminary Plan approval shall govern the preparation of the Final Plan. Ordinances in effect on the date(s) of Final Plat approval(s) shall govern any fees paid or contributions made by the developer. 5.02.07 Fees for legal and planning services will be billed based on per-hour range of work being performed. These amounts are deducted from the deposit amount we invoiced earlier, and a statement of account (reflecting the current credit balance) is sent to the petitioner with the consulting bills enclosed. All fees must be current before proceeding to the next stage of the approval process. 5.03 FINAL PLAN 5.03.01 Approval of the Preliminary Plan all entitle the subdivider to approval of the Final Plan, provided that the Final Plan: 1. Conforms substantially to the approved Preliminary Plan; 2. Meets all conditions of said approval; and 3. Complies with all applicable, current ordinances. 5.03.02 Disapproval of the Final Plan is warranted if: 1. There are more than minor deviations from the approved Preliminary Plan;and/or 2. A new highway, pipeline, or other major improvement shall directly affect the proposed development site. 5.03.03 The proposed Final Plat must be accompanied by 12 sets of the proposed improvement plans for review by the plan Council. 5.03.04 After reviewing the fmal plat and applicable minutes from the Plan Council and any discussions on changes and additions that may be required,the Plan Commission shall recommend in writing to the City Council, within 45 days from receipt of the Plan Council minutes, wither approval or disapproval of the Final Plat and its reasons for such recommendation. 10 Yorkville Subdivision Control Ordinance 5.03.05 The final plat then proceeds to The Economic Development Committee which consisting of four (4) City Council members for its further review and recommendation. Project then moves to the Committee of the Whole and then the City Council meeting for approval or disapproval. 5.03.06 The proposed Improvement Plans shall be prepared by a Registered Professional Engineer of Illinois, ' who shall be responsible for the design of all public and land improvements required by this subdivision Ordinance, as provided in the Illinois Professional Engineering Act. The submitted plans shallbe sealed by said Professional Engineer, and shall be in conformance with the City's Standard Specifications for Improvements, and these City Specifications shall be the only specifications for the improvements. 5.03.07 The Final Plat cannot be submitted to the plan Commission until the Improvement plans are approved and signed by the City Engineer and the City Administrator, and all fees are paid, and all required securities are filed. 5.03.08 The Final Plat shall be recorded with the County Recorder of Deeds,within thirty days from the date of final approval, or final approval shall be considered null and void. This requirement shall not apply when delay in recording a plat is due to circumstances beyond the control of the City or developer. 5.03.09 Final Engineering Plan: Submit 3 sets of the Final Engineering Plans to the Deputy Clerk at the City Administrative Offices for review and recommendation by the City Engineer. SECTION 6.00—REQUIRED INFORMATION TO BE SHOWN ON SUBDIVISION PLANS &PLATS The following requirements are held to be the minimum amount of information necessary to convey to the representatives of United City of Yorkville a complete and accurate description of the kind and quality of subdivision proposed. Additional information may be submitted if it will further clarify the proposed subdivision. 6.01 PRE-APPLICATION CONFERENCE PLAN 6.01.01 Concept Plan: The Concept Plan may be done free hand,but shall be done with reasonable accuracy and clarity. The scale of the drawing should be 1" = 100',unless clarity or size of drawing dictates otherwise. The following information shall be shown: 1. Name and address of the owner or subdivider; 2. North arrow and scale; 3. Approximate dimensions and area of parcel; 4. Topography—not greater than 10' contour intervals such as can be obtained from USGS maps; 5. Proposed layout of streets,lots,parks, and non-residential areas, including storm water control; 6. Number of dwelling units,gross and net density; 7. Minimum and average lot sizes; 8. Gross and net area; 9. For multiple-family, commercial and industrial areas: a. Location of buildings; b. Approximate dimensions and area of site; c. Off-street parking, delivery, and pick-up areas; d. Buffer zones. 11 Yorkville Subdivision Control Ordinance 6.01.02 Existing Conditions: Presence of any of the following shall be shown on the Sketch Plan or an additional sheet: 1. Streams,marshes,bodies of water, wooded areas, wetland,and other significant natural features; 2. Location and direction of all water courses, drainage ways,and areas subject to flooding; 3. Location of storm drains,inlets, and outfalls; 4. Existing buildings; 5. Existing utilities,and utilities proposed for extension; 6. Existing streets and streets proposed. 6.01.03 Location Map: A small-scale map or sketch of the general area, showing the relationship between the proposed subdivision and existing community facilities and rights-of-way, with the proposed subdivision indicated thereon. 6.02 PRELIMINARY PLAN 6.02.01 The Preliminary Plan shall be drawn at a scale of 1" = 100', unless another scale is approved or required by the Plan Commission or the plan Council at the pre-application conference. 6.02.02 The following information shall be shown on all Preliminary Plans: 1. Notation stating"Preliminary Plan"; 2. The name and address of the owner, the subdivider, and the engineer, surveyor, and planner preparing the plan; 3. Date, scale, and north arrow; 4. Topography—not greater than 2' contour intervals. 5. The proposed subdivision name, which shall not duplicate the name of any plat previously recorded in Kendall County; 6. Location of the subdivision on a small-scale drawing of the general area in which the subdivision lies, with the location of the subdivision indicated thereon, including high-water elevations,if known; 7. The recorded length and bearing of the exterior boundaries of the subdivision; 8. Location and names of adjacent subdivisions and the owners of parcels of un-subdivided land within 200' of property; 9. Zoning on and contiguous to the subdivision; 10. Location, widths, and names of all existing and platted streets, alleys, or other known public ways and easements, railroad and utility rights-of-way, parks cemeteries, watercourses, permanent buildings, bridges, and other pertinent data, as determined by the Plan Commission on the lands proposed to be subdivided, and within one hundred, fifty(150) feet of the proposed subdivision; 11. The approximate areas of all parcels of land intended to be dedicate for reserved for public use, or to be reserved in the deeds for the common use of property owners in the subdivision; 12. If the subdivision borders a lake or stream, the distances and bearings of a meander-line established not less than twenty (20) feet back from the average high water mark of the lake or stream, as determined from flood hazard maps or other data, with said distance and source of data noted; 12 Yorkville Subdivision Control Ordinance 13. Approximate storm water runoff and detention/retention calculations shall be in accordance with the Standard Specifications for Improvements. Offsite tributary drainage areas and discharging routing shall be defined with supporting data as necessary for evaluation; 14. Layout and width of all new streets and rights-of-way, such as highways, easements for sewers and water mains,sidewalks,trees,drainage ways, and other public utilities; 15. Existing trees greater than 6"caliper; 16. Proposed plantings; 17. Legal Description; 18. Site date (See Figure No. 5 in Standard Specifications); 19. Routing to any proposed extensions of existing water and sewer mains, including all pipe sizes, pertinent elevations, and proposed elevations; 20. Internal utility layout, demonstrating sanitary sewer depths, water main looping, storm water routing to and from detention/retention, and locations of existing field tiles; 21. A written statement from the Kendall County Soil Conservation Service(USDA), expressing its opinion of the suitability of the land for the type of land use proposed; 22. A field tile survey,showing locations where exploration trenches were dug,and what was found. 6.02.03 The following information shall be shown for all single-family and two-family areas: 1. Approximate dimensions and minimum lot areas,in square feet; 2. Proposed building set-back lines; 3. Area of property proposed to be dedicated for public use,or to be reserved by deed covenant for use of all property owners in the subdivision with the conditions of such dedication or reservation. 6.02.04 The following information shall be shown for all multiple-family, commercial, industrial, and other non-residential area: 1. Number of units, gross and net densities; 2. Open spaces; 3. Proposed layout of structures; 4. Layout and quantities of all off-street parking and loading areas; 5. Proposed building set-back lines; 6. Area of property proposed to be dedicated for public use, or to be reserved by deed covenant for use of all property owners in the subdivision, with the conditions of such dedication or reservation; 7. Buffer areas; 8. Square feet of buildings for commercial and industrial projects. 6.03 FINAL PLAN 6.03.01 The Final Plan shall be drawn in ink,at a scale of 1"= 100',or larger,on a non-fading,stable,Mylar material. The sheet size for plats or plans shall be not less than 18"x 24",nor larger than 24"x 36". When more than one sheet is used for any document, each sheet shall be numbered consecutively and shall contain a notation giving the total number of sheets in the document, and shall show the relation of that sheet to the other sheets. Final plans shall include all required engineering and landscaping improvements. See Figure No. 6 in Standard Specifications. 13 Yorkville Subdivision Control Ordinance 6.03.02 The following information shall be shown on all Final Plats: 1. Legal Description. Legal descriptions shall commence at the intersections of Section lines and/or Quarter Section lines when reasonably practical to do so. The developer shall also submit the Final Plat to the City in digital form, in a format acceptable to the City. The coordinate system for the Final Plat shall be NAD27 Illinois State Planes, East Zone, US Foot (IL-E). 2. All monuments erected, corners, and other points established in the field in their proper places. The material of which monuments, corners, or other points are made shall be noted as the representation thereof,or by legend,except lot corners need not be shown. 3. The exact length and bearing of all exterior boundary lines,public grounds, meander-lines, and easements,unless they parallel a noted boundary. 4. The exact width of all easements,streets,and alleys. 5. The dimensions of all lot lines,to the nearest on hundredth(1/100) of a foot. 6. Building setback lines on all lots. 7. All lots consecutively numbered within consecutively lettered blocks. 8. The number of degrees, minutes, and seconds of all lot angles or bearings of same, other than 90*, except that when the line in any tier of lots is parallel,it shall be sufficient to mark only the outer lots. When any angle is between a curve and its tangent, the angle shown shall be that between the tangent and the main chord of the curve. When between curves of different radii, the angle between the main chords shall be shown. 9. When a street is on a circular curve,the main chord of the center line shall be drawn as a dotted line in its proper place; and, either on it, or preferably in adjoining table, shall be noted its bearing and length, the radius of the circle of which the curve is a part, and the central angle extended. The lot lines on the street sides may be shown in the same manner, or by bearings and distances. When a circular curve of thirty (30) foot radius or less is used to round off the intersection between two (2) straight lines, it shall be tangent to both straight lines; it shall be sufficient to show on the plat the radius of the curve and the tangent distances from the points of curvature to a point of intersection of the straight lines. 10. The name of each road or street in the plat shall be printed thereon, which name shall not duplicate the name of any other street,unless it is an extension thereof. 11. Abutting state highway lines and streets of adjoining plats shown in their proper location by dotted lines. The width and names of these streets and highways and plats shall also be given. 12. All lands dedicated to public use, including roads, and streets shall be clearly marked. 13. All water courses, drainage ditches,and other existing features pertinent to the subdivision. 14. Where provisions are made for access from any subdivision to any lake or stream, the plat shall show the area over which the access is provided to the lake or stream, together with a small scale drawing, clearly indicating the location of the subdivision in relation to the lake or stream, and the location of the area over which access is provided. 14 Yorkville Subdivision Control Ordinance 15. Monuments. The description and location of all survey monuments placed in the subdivision shall be shown upon Final Plat. Permanent monuments shall be of concrete,reinforced with one (1)number four(4)vertical rod, and not less than four(4) inches square on top,tapered to six(6) inches square at the bottom, and thirty-six (36) inches long, set flush with the adjacent ground. Each permanent monument shall have a suitable mark in the center of the top. Permanent monuments shall be erected at all corners or changes in bearing of the exterior boundary. Metal monuments not less than% inch in diameter, and 24 inches in length shall be placed in the ground at all lot corners, intersections of streets, intersections of streets and alleys with plat boundary lines, and at all points on street, alley, and boundary lines where there is a change in direction or curvature. All monuments and stakes shall be set in the ground before the streets and alleys are accepted for public maintenance. 16. A Surveyor holding a current, valid registration in Illinois shall perform the survey, and if the error in the latitude and departure closure of the survey is greater than the ratio of one in five thousand(1/5000),the plat may be rejected. 17. Certificates of Approval to be shown on Final Plat,as applicable: 1. Surveyor 2. Owner 3. Notary 4. City Administrator 5. Township Highway Commissioner, if applicable 6. County Supervisor of Highways, if applicable 7. Illinois Department of Transportation,if applicable 8. City Clerk 9. City Plan Commission, Chairman 10. Mayor 11. County Clerk 12. County Recorder 13. City Engineer 14. School District Certificate 15. Drainage Overlay Certificate SECTION 7.00—DESIGN STANDARDS 7.01 GENERAL 7.01.01 When laying out a subdivision,the developer shall: 1. Take into account,and comply with,officially adopted plans; 2. Conform to existing street patterns where such streets are contiguous to the proposed subdivision or may reasonably be projected through the subdivision; 3. Design the arrangement of uses in relation to topography and drainage conditions; 4. Consider all natural features, such as streams, lakes, ponds, tree cover, etc., and incorporate these features into the development; 5. Consider street names. Streets that are extensions of, or obviously in alignment with, existing streets shall bear the name of the existing streets; however, no other streets shall bear names which duplicate or nearly duplicate so as to be confused with the names of existing streets; 6. Reserve a minimum of one historical street name from the list on file in the Engineer's office, prior to the recording of Final Plat, as set forth in the Historical Street Name Resolution; 15 Yorkville Subdivision Control Ordinance 7. Take into account future development,including street and utility extensions; 8. Consider the implementation of traffic calming measures,which the City may require on a case- by-case basis. 7.02 PUBLIC SITES AND OPEN SPACES 7.02.01 Where a proposed park,playground, school, or other public use shown on any official adopted City, Township, County, or State plan or map is located in whole or in part in a subdivision, appropriate public agencies and governing bodies shall be given an opportunity to begin, within one year from the date of recording of the Final Plat,procedures to acquire said acreage. 7.03 STANDARDS • 7.03.01 The United City of Yorlcville "Standard Specifications for Improvements", and the Yorkville Park Board "Park Development Standards" shall be incorporated herein, and shall apply to any and all development,not only subdivisions. 7:04 HALF-STREETS 7.04.01 Half-streets shall be prohibited, except where essential to the reasonable development of the subdivision, and in conformity with the other requirements of these regulations, and where the Plan Commission finds it will be practicable to require the dedication of the other half when the adjoining property is subdivided. A right-of-way width of not less than forty- (40) feet, and a pavement width of not less than twenty-two and one-half(22-1/2') feet, shall be required for the half-street. Where a half-street is adjacent to a tract to be subdivided, the other half of the street shall be platted and constructed within such tract. In cases where half-streets are accepted, the owner and subdivider shall be required to grade and improve the half-street,the same ad all other subdivision streets. 7.05 ALLEYS 7.05.01 Alleys shall be provided in all commercial and industrial districts, except that the City may waive this requirement where another definite and assured provision is made for service access, such as off-street loading and parking consistent with, and adequate for,the uses proposed. 7.05.02 Alleys shall not be approved in residential areas, unless necessary because of topography or other exceptional circumstances. 7.05.03 Alley widths shall be not less than twenty-four(24) feet. 7.05.04 Dead-end alleys shall be prohibited. 7.06 STREET JOGS 7.06.01 Street intersection jogs with centerline offsets of less than one hundred, fifty- (150) feet shall be prohibited. 7.07 STREET INTERSECTIONS 7.07.01 Streets shall be laid out so as to intersect as nearly as possible at right angles. Proposed intersections at angles of less than eighty- (80)degrees shall not be acceptable. 16 Yorkville Subdivision Control Ordinance 7.08 BLOCKS 7.08.01 The length,width, and shapes of blocks shall be such as are appropriate for the locality and the type of development contemplated, but block length in residential areas shall not exceed on thousand, three hundred, and twenty(1320) feet,nor have less than sufficient width to provide two tiers of lots of appropriate depth between street lines, except that one tier of lots may back onto a limited access highway, railroad right-of-way, or major street,provided suitable screen-planting contained in a no- access reservation strip along the rear property line is provided. 7.08.02 Paved an fenced pedestrian crosswalks, not less than ten(10) feet wide,may be required by the Plan Commission through the center of blocks more than nine hundred (900) feet long, where deemed essential to provide circulation or access to schools, playgrounds, shopping centers, transportation, and other community facilities. Paving shall be three (3) inches of bituminous concrete surface course on ten (10) inches of compacted CA-6 base. Fencing shall be four(4) feet high, continuous chain-link fence on both sides of the walkway on an easement. 7.09 LOTS 7.09.01 Every lot shall meet the minimum depth,width,and area requirements of the Zoning Ordinance. 7.09.02 The size, shape, and orientation of lots shall be appropriate for the location of the subdivision, and for the type of development and use contemplated. 7.09.03 Depth and width of properties reserved or laid out for commercial and industrial purposes shall be adequate to provide for off-street service and parking facilities. 7.09.04 The fronting of residential lots onto State and County highways is prohibited. Also prohibited is the fronting of residential lots onto any proposed major thoroughfare or major collectors, as designated by the Comprehensive Plan. Subdivision entrances for residential uses, and/or major entrances for commercial, industrial, and institutional uses shall be located not less than thirteen hundred (1300) feet apart,center-line to center-line,unless topography or existing street locations dictate otherwise. 7.09.05 Excessive depth in relation to width shall be avoided. 7.09.06 All lots shall front or abut on a public street. 7.09.07 Side lot lines shall be substantially at right angles or radial to street lines. 7.09.08 Double frontage and reversed frontage lots shall be avoided, except where necessary to overcome specific disadvantages of topography and orientation, and where a limited access highway, railroad right-of-way, major street, or similar situation exists; in which case, double-frontage lots shall be provided with suitable screen-planting contained in a no-access reservation strip along the rear property line and the right-of-way. When deemed necessary by the Plan Commission, double- frontage lots shall have additional depth to further protect the proposed use from rear lot line traffic. 7.09.09 Subdivisions must include the entire parcel being divided, and may have no exceptions or exclusions;and shall not contain"leftover"pieces,corner,or remnants of land. 8.09.10 Lot widths shall be measured at the building setback line, and may be reduced ten (10)percent at the end of a cul-de-sac,providing the lot area meets the requirements of the Zoning Ordinance. 7.09.11 Corner lots shall have a buildable area equal to or greater than the smallest interior lot on the same block. 17 Yorkville Subdivision Control Ordinance 7.10 EASEMENTS 7.10.01 Easements shall be provided at the rear of all lots. Such utility easement shall be at least ten (10) feet wide on each lot, and normally centered upon the rear or side lot lines. Easements will be required for all storm water control facilities and for overflow routes. The City may require wider easements and easements at other locations to accommodate proposed utilities and to provide space for future utilities. 7.10.02 Easements shall be provided at the side of all lots, and shall be at least five (5) feet wide on each lot, immediately adjacent to the property line. 7.10.03 Easements shall be provided along both sides of all right-of-ways, immediately adjacent and parallel to, said right-of-way. This easement shall be for utilities. Evidence shall be furnished to the Plan Commission that the individual utility companies have reviewed easements, and any easement provisions to be incorporated on the plat or in the deeds, or the organization responsible for furnishing the service involved. 7.10.04 Where a watercourse, drainage channel, stream, or other body of water traverses a subdivision, appropriate dedications or easement provisions, with adequate width or construction to accommodate observed, computed, or anticipated storm water drainage through and from the subdivision, shall be made. The width of the easement shall be dependent on the area of land drained by the watercourse, and wide enough to allow access for construction and maintenance equipment. 7.10.05 Screen-planting easement(s) may be required in accordance with the Landscape Ordinance. If said easement is to also be used for public utilities, only such plant materials that have an ultimate growth not exceeding fifteen(15') feet shall be used. SECTION 8.00—REQUIRED IMPROVEMENTS 8.01 IMPROVEMENT REQUIREMENTS PRIOR TO FILING FINAL PLAT 8.01.01 Upon approval of both the Final Plan and the plans and specifications for the required subdivision improvements by the Plan Commission, Director of Public Works, and the City Engineer, and upon approval of the appropriate agencies as evidenced by State and County permits, where required, the subdivider shall construct and install the required subdivision improvements prior to filing the Final Plat with the Plan Commission for final approval. If construction does not begin within four (4) years of Final Plan approval, the subdivider may be required to revise the plan to comply with new City requirements. 8.02 SUBDIVISION SECURITIES 8.02.01 In lieu of construction on 8.01 above, the subdivider shall post with the City of Yorlcville, a construction guarantee in the form of an Irrevocable Letter of Credit or irrevocable bond,payable to the United City of Yorlcville, sufficient to cover the full cost, plus ten (10) percent, of the required improvements, as estimated by the engineer employed by the subdivider and approved by the City Engineer,to assure the satisfactory installation of required improvements as outlined in this Section, and contained in the approved plans and specifications. A Surety shall issue the Bond or Letter of Credit posted or Bank recognized by the State of Illinois, and approved by the City Attorney, and shall carry a rating sufficient to cover the cost of construction. The subdivider shall use the standard Bond Form or Letter of Credit Form used by the City of Yorkville. Construction guarantee shall not be reduced to below fifteen(15%)percent of the approved engineer's estimate prior to acceptance of the public improvements by the City. The construction guarantee shall not expire for at least one year. Subsequent renewals of the construction guarantee shall also be for a period of at least one year. 18 Yorkville Subdivision Control Ordinance 8.03 CONSTRUCTION WARRANTY 8.03.01 The subdivision irrevocable bond or Letter of Credit shall be released after an appropriate City Council Resolution accepting the improvements for public ownership. This subdivision Letter of Credit will not be released until a one-year Maintenance Bond or Letter of Credit is posted with the City Clerk for ten (10) percent of the Land Improvement cost, to ensure that any and all improvements will properly function as designed, with no defects after the City Council formal acceptance. 8.04 PROCEDURE 8.04.01 Not more than ten(10)months after Preliminary Plan approval, four (4) copies of the proposed final plans and specifications, engineer's estimates prepared and sealed by a professional engineer currently registered with the State of Illinois, and Subdivision Bond or Letter of Credit, shall be filed with the City Engineer, and shall provide all necessary information for the following, as applicable: 1. Streets; 2. Curbs and gutter; 3. Storm drainage, including storm sewers and storm water detention, building storm drains (footings,roof,etc); 4. Comprehensive drainage plan,including grades of surface drainage ways; 5. Sanitary sewerage system; 6. Water supply and distribution; 7. Public utility locations; 8. Street lights; 9. Sidewalks 10. Street signs,guard rails, and other special requirements; 11. Parkway trees; and 12. Payment in full of all City fees. 8.05 CONSTRUCTION AND INSPECTION 8.05.01 Written notice to proceed shall be obtained from the City Engineer prior to beginning any work covered by the approved plans and specifications for the above improvements. Authorization to begin work will be given upon receipt of all necessary permits, including all culvert permits required when proposed new or changed subdivision roads intersect any presently-existing road, and work must proceed in accordance with construction methods of Sections 8.05 through Section 8.16, and the City's Standard Specifications for Improvements. 8.05.02 Construction of all improvements required by this Ordinance must be completed within two years from the date of approval of the Final Plat, unless good cause can be shown for granting an extension of time. 8.05.03 The sub-divider shall pay all expenses incurred by the City of Yorkville to provide field inspections and testing of all construction work and materials before, during,and after construction. 8.05.04 On-street parking during build-out of the development shall be limited to one side only of all streets. In general,parking will not be allowed on the side of the street where fire hydrants are located. The developer shall post signage, as required by the Yorlcville Police Department. 8.05.05 Dumpsters, work trailers, and construction materials shall not be stored or located in roadways or public right-of-ways at any time,without exception. 19 Yorkville Subdivision Control Ordinance 8.06 AS-BUILT PLANS 8.06.01 After completion of all public improvements, and prior to final acceptance of said improvements,the subdivider shall make, or cause to be made, a map showing the actual location of all valves, manholes, stubs, sewer and water mains, and such other facilities as the Director of Public Works shall require. This map shall bear the signature and seal of an Illinois Registered Professional Engineer. The presentation of this map shall be a condition of final acceptance of the improvements, and release of the subdivision Bond or Letter or Credit, assuring their completion. The coordinate system for As-Built drawings shall be NAD27 Illinois State Planes,East Zone,US Foot(IL-E). The "as-built"plans shall be submitted on reproducible Mylar, and also on computer diskette in a format acceptable to the City. 8.07 SURVEY MONUMENTS 8.07.01 Permanent and any other monuments required in this Ordinance shall be installed prior to the approval of the Final Plat. 8.08 ACCEPTANCE OF DEDICATION,IMPROVEMENTS 8.08.01 Final acceptance of the dedication of open space or other public areas shall mean the responsibility for the maintenance of the same. Approval of the Final Plat does not constitute final acceptance. 8.08.02 Approval of the Final Plat shall be dependent upon presentation of proof of responsibility for the maintenance of all community improvements. 8.08.03 All public improvements shall be accepted only by Resolution of the City Council, after a formal Petition for approval has been submitted by the subdivider to the City Clerk. Such Petition shall be filed after completion of the public improvements. The City Engineer and the Director of Public Works shall, within thirty (30) days from receipt of such Petition, make recommendations is report form to the City Council. All Petitions shall be acted upon by the City Council within thirty- (30) days from receipt of such recommendations of the City Engineer and Director of Public Works. A Maintenance bond will then be required in the amount of ten (10) percent of the cost of the Land Improvements, as specified in this Ordinance,after City Council acceptance. 8.09 STREETS 8.09.01 Street improvements shall be installed by the developer, shall be in accordance with the table of minimum standards herein, and in accordance with the City's Standard Specifications for Improvements. Right-of-ways at intersections shall have a twenty-five (25) foot radius or chord where right-of-way lines intersect. 8.10 SIDEWALKS 8.10.01 Concrete sidewalks shall be installed by the developer within all subdivisions, on both sides of the street or roadway, to a minimum width of five (5) feet, as specified in the City's Standard Specifications for Improvements. 8.11 STREET LIGHTING 8.11.01 A complete, functioning street light system shall be installed by the developer, at his expense, in all subdivisions as specified in the City's Standard Specifications for Improvements. 20 Yorkville Subdivision Control Ordinance 8.12 SIGNAGE.GUARD RAILS,AND LANDSCAPING 8.12.01 Street signs of the quantity and type approved by the Director of Public Works shall be installed at each intersection, and shall indicate the street names as shown on the Final Plat. The City shall order and install the street name signs. The subdivider shall reimburse the City for said cost. The subdivider shall also supply and install regulatory and warning signs, as directed by the Yorkville Police Department. 8.12.02 Steel plate beam guardrails shall be placed along the shoulder of any street,where street construction has resulted in an embankment greater than six(6) feet in height. 8.12.03 All areas of street right-of-way that are not paved shall be seeded or sodded. Provisions shall be made to assure the growth of all landscaping. 8.12.04 All improvements herein shall be as specified in the City's Standard Specifications for Improvements. 8.13 STORM WATER DRAINAGE 8.13.01 Surface water drainage improvements consisting of storm sewers and/or open channels, inlets, catch basins, manholes, and/or detention facilities, shall be designed and constructed to adequately drain the area being developed, and also all of such other areas that naturally drain through the area being developed. 8.13.02 If the surface water drainage will be changed by the construction of the subdivision, adequate provision shall be made for collection and diversion of such surface waters into public areas, or drains which the subdivider has a right to use, and such surface waters shall not be deposited on the property of adjoining land owners, in such a manner as to cause erosion or other damage. 8.13.03 Designed planning of surface water drainage facilities shall be performed by, or under the supervision of, a Professional Engineer,registered in the State of Illinois. The storm water drainage system shall be as specified in the City's Standard Specifications for Improvements. 8.13.04 It will be the homeowner's responsibility to maintain any drainage course across his property, and to keep it free from features that restrict natural drainage. 8.14 SANITARY SEWER SYSTEM 8.14.01 All subdivisions and units therein shall be required to provide connection to the sanitary sewer system, including required sewer extensions off-site, to the sizes and depths as required by the City. The sanitary sewers shall be extended to the far boundaries of the development, as directed by the City. All costs of these improvements will be borne by the developer. The sanitary sewer system shall be as specified in the City's Standard Specifications for Improvements. 8.15 WATER SYSTEM 8.15.01 All subdivisions and units therein shall be required to provide connection to the United City of Yorkville's public water supply system, including required water main extensions off-site, to the sizes required by the City, and all costs shall be borne by the developer. All developments must provide a looped, double-fed water system, and extensions to the boundaries of the development, as directed by the City, shall also be included in the water system, to be funded by the developer. The water system shall be as specified in the City's Standard Specifications for Improvements. 21 Yorkville Subdivision Control Ordinance 8.16 OVERSIZING OF UTILITIES 8.16.01 When, in any subdivision, now within the City, or within one and one-half(1 1/2) miles of the City limits, which normally would require a certain size water main, sanitary sewer, and/or storm sewer, but which for the purpose of complying with the plan of development of the City's Comprehensive Plan, to provide adequate utilities, not only to the particular subdivision, but also to subdivisions which in the future may become a part of the City, and where the City Engineer and the Director of Public Works have determined that water and/or sewer mains of a larger diameter are required,then the City Engineer or the Director of Public Works shall inform the subdivider, builders, and developers of the subdivision by a written notice of that fact, and require them to install such oversized utilities and at the same time,in said notice,inform them of the size(s)to be installed. 8.16.02 Waterrnain shall be considered oversized if it is larger than the size needed to supply the required fire flows of the development, not the minimum pipe size allowed by ordinance. The required fire flow rate for all residential areas shall be 1500 gpm. The required fire flow rate for commercial and industrial areas shall be 3250 gpm. The required fire flow rate within five hundred feet of a school site shall be 3375 gpm. 8.16.03 Upon being so notified as provided for in this section, no subdivider, builder, or developer shall install any utility in such subdivision of any size other than that specified to him by the aforesaid notice. 8.16.04 At such time as the installation of said oversized utilities shall have been completed in accordance with the plans and specifications submitted to the City of such installation, and also in accordance with the notice specified in this Section, and all such installations shall have been inspected and approved by the City as provided for by the Ordinances of the City of Yorkville, then the City may enter into an agreement to allow the developer to recover the difference of the cost at current prices, as of the time of said installation,between the development's required utilities which were originally planned to be used, and the cost of the oversized utilities which the City directed to be used. Said agreement may be in the form of a recapture agreement, cash payment(s), rebates of fees to the developer,or some other consideration as may be approved by the City Council. SECTION 9.00—ADMINISTRATION 9.01 BUILDING PERMIT 9.01.01 No building permit shall be issued for the construction of any building, structure, or improvement to the land, or any lot within a subdivision as defined herein, which has been approved for platting or re-platting,until all requirements of this Ordinance have been fully complied with. In no case will a building permit be issued until all fees have been paid, a grading plan approved, an "all-weather" road in place to serve this property, along with functioning drainage facilities, water system, and sanitary sewer system. Exceptions may be made for model home units. 9.02 CERT IICATE OF OCCUPANCY 9.02.01 A certificate of occupancy may be issued for the use of any structure within a subdivision approved for platting or re-platting provided that all required utilities have been installed and are capable of servicing the subdivision, all roadways have the bituminous binder laid, and mutual agreement between the City Engineer and the Building Code Official has transpired. The final grading plan must be submitted and approved prior to a Certificate of Occupancy. 22 Yorkville Subdivision Control Ordinance 9.03 VARIATIONS 9.03.01 Where the Zoning Board of Appeals fmds that extraordinary hardships or particular difficulties may result from the strict compliance with the Ordinance, the Zoning Board of Appeals is hereby empowered to consider such matters after receiving written application from the subdivider. If applicable, the Zoning Board of Appeals may recommend, in writing, to the City Council,variations or exceptions to the regulations, subject to specified conditions, so that substantial justice may be done and the public interest secured, provided that such variations or exceptions shall not have the effect of nullifying the intent and purpose of this Ordinance or the Comprehensive Plan. 9.03.02 The standards and requirements of the Ordinance may be modified in the case of large-scale developments when the Zoning Board of Appeals finds that a plan and program for a new village, complete community, shopping center, industrial park, or neighborhood unit provides adequate public open spaces and improvements for circulation, recreation, and service needs of the tract when fully developed, and which also provides such covenants or other legal provisions to assure conformity and achievement of the plan. 9.03.03 The Zoning Board of Appeals shall not recommend variations or exceptions to the regulations of this Ordinance unless it shall make findings based upon the evidence presented in each specific case, that: 1. Due to the particular physical surroundings, shape, or topography conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience,if the strict letter of the regulations was carried out; 2. The conditions upon which the request for a variation is based are unique to the property for which the variation is sought and are not applicable, generally to other properties within the same zoning classification; 3. The alleged hardship was not created by any person presently having an interest in the property; 4. The granting of the variation will not be detrimental to the public safety, health, welfare, or interest to other properties or improvements in the neighborhood in which the property is located. 9.03.04 Variation requests that affect surrounding properties under the circumstances below shall not be approved: 1. Impairment of an adequate supply of light and air to adjacent properties; 2. Substantial increase in the traffic congestion in public streets; 3. Increase the danger of fire; 4. Endanger the public safety; 5. Significantly diminish or impair property values within the neighborhood; or 6. Noncompliance with the spirit of intent of the restrictions imposed by the Zoning Ordinance. SECTION 10.00—AMENDMENT 10.01 INITIATION OF AMENDMENT 10.01.01 The Mayor and City Council,the Plan Commission,the Zoning Board of Appeals, or any resident of the City of Yorkville, or any person residing within P/2 miles of the corporate limits of the City,may propose amendments. 23 Yorkville Subdivision Control Ordinance 10.02 PROCESSING APPLICATION FOR AMENDMENT 10.02.01 An application for an amendment shall be filed with the City Clerk. The application shall be accompanied by such plans or data, and such other information, as specified by the Plan Commission, and shall include a statement, in writing, by the applicant and adequate evidence showing that the proposed amendments will conform to the standards set forth herein. Copies of such application shall be forwarded by the City Council to the Plan Commission with the request to hold a public hearing. 10.02.02 Publication: The City Clerk shall cause a notice of time, place, and purpose of such hearing to be published in a newspaper published within the City of Yorkville, not more than thirty (30) days nor less than fifteen (15) days in advance of such hearing. 10.02.03 Hearing on Application: Upon receipt in proper form of the application and statement referred to above, the Plan Commission shall hold at least one public hearing on the proposed amendment. However, the Plan Commission may continue from time to time the hearing without further notice being published. 10.02.04 Findings of Fact and Recommendation of the Plan Commission: Within forty-five (45) days after the close of the hearing on a proposed amendment,the Plan Commission shall make written findings of fact,and shall submit same,together with its recommendations to the Mayor and City Council. 10.03 DECISIONS 10.03.01 The Mayor and City Council, upon receiving the recommendation of the Plan Commission, may grant or deny any proposed amendment in accordance with applicable Illinois Statutes, or may refer to the Plan Commission for further consideration. 10.03.02 If a recommendation submitted by the plan Commission to the City Council for a proposed amendment is not acted upon by the City Council within forty-five(45) days of the date upon which such application is received by the Mayor and City Council, it shall be deemed to have been approved. SECTION 11.00—FEE SCHEDULE 11.01 LAND CASH CONTRIBUTIONS 11.01.01 Sub-dividers shall comply with any School and/or Park Land-Cash Ordinance in effect at the time of Final Plat approval. The City may require that all or part of the park cash contribution be paid prior to recording any Final Plat of Subdivision of a development. 11.02 FEES 11.02.01 Before the Plan Commission approves the Final Plat, the subdivider shall pay to the United City of Yorkville, all fees, reimbursements, and/or deposits due at that time for any of the Subdividers' developments in the city. 24 Yorkville Subdivision Control Ordinance SECTION 12.00—VIOLATION,PENALTY, ENFORCEMENT 12.00.01 Any person, firm, or corporation who violates, disobeys, omits, neglects,refuses to comply with, or who resists enforcement of any of the provisions of this Ordinance shall be fined not less than fifty dollars ($50.00), nor more than two hundred dollars ($200.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. 12.00.02 The City Engineer is hereby designated and authorized to enforce this Ordinance. However, it shall also be the duty of all officers, citizens,and employees of the City,particularly of all members of the Engineering, Police, and Public Works Departments, to assist the City Engineer in reporting to him any new construction,reconstruction,improved land uses,or upon any apparent violation. SECTION 13.00—REPEALER 13.00.01 All Ordinances or parts thereof conflicting with the provisions of this Ordinance are hereby repealed to the extent of such conflict. SECTION 14.00—SEVERABILITY 14.00.01 If any section, subsection, sentence, clause, phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision, and such holding shall not affect the validity of the remaining proportions hereof 25 Yorkville Subdivision Control Ordinance SECTION 15.00—EFFECTIVE DATE 15.01 This Ordinance shall be in full force and effect form and after its due passage, approval, and publication,as provided by law. Passed and approved by the Mayor of the United City of Yorkville,Kendall County,Illinois, This day of ,20- . Mayor Passed and approved by the City Council of the United City of Yorkville,Kendall County,Illinois, This day of ,20- . ATTEST: City Clerk SEAL RICHARD STICKA WANDA OHARE VALERIE BURR LARRY KOT MARTY MUNNS PAUL JAMES JOE BESCO ROSE SPEARS 26 Exhibit 1 RESOLUTION FOR THE UNITED CITY OF YORKVILLE STANDARD SPECIFICATIONS FOR IMPROVEMENTS Resolution No. These Standards apply to all infrastructure improvements, and may be modified as needed upon the advice of the City Engineer for special identified situations or conditions. All contractors shall give the City Engineer's office a minimum 48-hour notice of all work and of all required approvals. Failure to obtain these required approvals will require extensive testing, removal and replacement, and a ban for a minimum of one year, from working on the City's right-of-way. Subdividers that have been unfaithful in previous City agreements or developments, or who owe the City payments, will not be allowed to have work performed for them within the public right-of-way. Resident engineering inspection shall be provided through the City Engineer's office, and all such costs shall be charged to the developer by the United City of Yorkville. Required written approvals will not be given until outstanding bills are paid in full. The developer's improvement Letter of Credit or other subdivision securities will also be liable for all such costs. The developer shall be responsible for layout and staking engineering, as well as for record drawings by a registered Professional Engineer. These Specifications for Improvements shall become a part of each and every project approved by the United City of Yorkville, and no other specifications will take precedence. All improvements included in the United City of Yorkville's Standard Specifications for Improvements, unless noted herein, shall conform to the latest editions of the State of Illinois "Standard Specifications for Road and bridge Construction", the "Manual on Uniform Traffic Control Devices", and all amendments thereto. These documents shall be considered as included within the City of Yorkville Standard Specifications for Improvements, and in the case of a conflict of requirements, the most stringent shall apply. Prior to starting construction of any project,the developer shall attend a pre-construction meeting and bring a representative from each contractor, a list of all contact persons that can be reached at any time, and a complete schedule of all work to be performed. No work is to start until the City Engineer and the City Administrator have approved the engineering plans, and the pre-construction meeting has been held. The City Engineer must approve any changes to the approved plans in writing. The City Engineer or a representative will,upon discovery of improper material or installation practices, issue a written document to the contractor, stating that failure to stop and correct such deficiencies will result in the City's refusal to accept such improvements or to issue any further building permits,or to perform required inspections. The subdivider shall obtain and keep in force insurance coverage for Worker's Compensation, and Employer's Liability, Commercial General Liability, Commercial Automobile Liability, and Umbrella Liability, as described in IDOT's"Standard Specifications for Road and Bridge Construction".. The United City of Yorkville shall be named as an additional insured. The insurance coverage shall remain in effect until the City accepts the entire development. The City will not consider acceptance of the public improvements in a development until it is at least fifty (50)percent built out,or three years after the roadway binder course is paved,whichever is sooner. Blasting will not be allowed. June 21,2004 Standard Specifications for Improvements ROADS All roadways shall conform to the Illinois Department of Transportation (hereinafter termed IDOT) "Standard Specifications for Road and Bridge Construction", unless modified herein. Horizontal and vertical geometric for right-of-ways and roadways shall confouui to the City Standards,listed in Figure 2. Surface course must not be placed until at least seventy- (70%) percent of the adjacent, private improvements are in place. However, in no case shall the surface course be placed until the binder course has been in place for at least one full winter season. In no case shall the surface course be delayed more than three(3) years after the binder course has been installed. The subgrade shall be graded and compacted to a hard, uniform surface, matching the slopes of the surface course. It shall have no rutting and shall completely drain to the outer edges. It shall be proof rolled by the contractor with a fully loaded (gravel) 10-cubic yard dump truck and witnessed by and approved in writing by the City Engineer's representative (hereafter termed City Engineer) before proceeding to build the roadway. All unsuitable subgrade shall be removed and replaced with compacted, stable clay material or shall be replaced with compacted CA6 limestone on an approved, non-woven roadway fabric (6.5 oz. minimum). Other geo-grids may be required for certain conditions. All bituminous mixtures shall be delivered and handled so that the bituminous mixture immediately behind the paver screen is at or above 270 degrees F. All asphalt delivered to the project shall be covered when the temperature is at or below 70 degrees F. All subgrades, other than approved granular subgrades, shall be completely covered with a subgrade fabric (Amoco 4551 or approved equal), with a full 18 inches of overlap. Subgrade Fabric shall also be used on lime-stabilized sub grades. It shall be placed neat and tight, without wrinkles, tears, or defects. Construction equipment shall not be allowed to drive on the fabric until it has a minimum of four inches cover of granular base material. The City Engineer shall approve in writing the subgrade fabric installation prior to placing base material. The subgrade fabric shall extend a minimum of twelve inches beyond the back of each curb. In areas where undercutting of the subgrade is required, the bottom of the excavation shall be lined with a woven geotextile(Amoco 2002 or approved equal), and backfilled with CA-3 aggregate. The aggregate base course shall be compacted to a minimum of 95%Modified Proctor and shall be free of all dirt and debris. The course shall be proof rolled, as described above, and witnessed by and approved in writing by the City Engineer before proceeding to build the roadway. A bituminous prime coat shall be applied to the aggregate base course prior to paving. The bituminous concrete binder course shall be placed only upon the written approval of the City Engineer. All asphalt must be laid utilizing a good-quality, properly-functioning, tracked or wheeled asphalt laying machine, utilizing fully-automatic, electronic sensing control from a stringline for the initial course, and from a minimum fifteen(15') foot ski for all other lifts. The bituminous binder course shall be proof rolled as described above, and witnessed by, and approved in writing, by the City Engineer before proceeding with the surface course. All repairs must be made as directed by the City Engineer. All bituminous pavement patches shall be at least fifty (50%)percent thicker than the pavement being patched. Also, the binder course shall be bump tested by the contractor, and witnessed by the City Engineer, and all areas exceeding one-half inch (1/2") bumps, including header joints and any patch joints, shall receive a leveling course prior to surfacing. Areas of excessive patching will automatically receive a level course prior to surfacing. Prior to any leveling course or surface course, the streets shall be flushed clean and free of all dirt and debris. A bituminous tack coat will be required.. Minimum temperature requirements for laying asphalt will be 5 degrees F higher than that allowed by IDOT specifications. S-2 Standard Specifications for Improvements The bituminous concrete surface course shall be placed only upon the written approval of the City Engineer. All asphalt must be laid utilizing good-quality,properly functioning, tracked or wheeled asphalt laying machine, utilizing fully automatic, electronic sensing control from a minimum 15-foot ski. The surface course shall be bump tested by the contractor, and witnessed by the City Engineer. All bump test penalties specified by IDOT specifications shall be quadrupled, and areas that have an excessive amount of one-half inch (1/2")bumps shall be completely removed and replaced, not just the bump itself. Minimum temperature requirements for laying bituminous surface course will be five (5) degrees F higher than that allowed by IDOT specifications. The surface elevation of the asphalt at the concrete gutter shall be / inch higher than that of the adjacent concrete. All streets shall have a cross slope of 2% from the centerline to the concrete curb. Areas of segregated binder course and/or surface course shall be removed and replaced at the direction of the City Engineer. Segregated asphalt is the uneven distribution of course and fine materials in the asphalt characterized by pavement textures different from the surrounding material, and can usually be seen by the naked eye. Pavements constructed from Portland Cement Concrete shall be designed in conformance with American Concrete Pavement Association Publications IS 184P and IS 061P, as amended. Combination concrete curb and gutter will be required on all roadways. All curb and gutter shall be placed on an aggregate base with a minimum thickness of four inches, but in no case shall the curb and gutter subgrade be higher than one inch below the adjacent roadway subgrade. The height of the gutter flag shall be ten (10") inches, unless directed otherwise by the City Engineer. As noted previously, the roadway subgrade fabric will extend over the curb and gutter subgrade, and beyond by a minimum of twelve (12") inches. The concrete curb and gutter shall be reinforced with two #4 deformed bars, placed three (3") inches from the bottom, spaced twelve (12") inches apart, centered on the total width of the curb and gutter. Machine-placed concrete curb and gutter is to be utilized wherever practical, utilizing a minimum Class X concrete, and a five (5%) percent minimum air-entrainment. Plastizers will be allowed, but chlorides will not. An approved spray-on curing compound with red fugitive coloring shall be applied immediately after finishing, and a sealer, WR Meadows TIAC, or approved equal, shall be applied after seven days. The resident engineer shall be notified of these applications, and proof of purchase, with material specifications, will be required. The concrete curb and gutter shall have the required slip bar expansion joints, and 3/ inch deep sawed contraction joints will be required every 15-20 feet, within 24 hours after each pour. Minor honeycombing on the two outer, vertical surfaces will be allowed, but they must be patched in an approved manner, and witnessed by the City Engineer,prior to backfilling. The clay backfill behind the curb shall be placed and compacted prior to placing aggregate base course. Roadway extensions and stubs will be required as part of the development, with full improvements where needed, for future growth. Additional lanes, access improvements, traffic signalization, etc., may be required, at the developer's expense. The developer shall reimburse the City for two of each street name and regulatory signs and posts required, and the City will install them. All signs shall be high-intensity, as approved by the Director of Public Works. All pavement markings shall be thermoplastic. The developer shall reimburse the City for the cost of replacing any signs that are missing, stolen, or damaged prior to final acceptance. The developer, to comply with these Standard Specifications for Improvements, shall improve existing roadways running through, or adjacent to, the development. S-3 Standard Specifications for Improvements Half-streets are discouraged, but where they are necessary, on advice of the City Engineer, the minimum width street will be twenty-four (24') feet from the edge of pavement to the back of curb, on the development side of the roadway. Street lighting, sidewalk, and landscaping on the development side will be required. Temporary tee turn-grounds will be required on all streets stubbed for future roadway extension, as recommended by the City Engineer, and shown on the Final Plat. Paving for the tee will extend from right-of-way line to right-of-way line, to a length of fifteen (15') feet, and two radii of fifteen (15') feet. The pavement beyond the road edge shall be three (3") inches of bituminous concrete surface course, on a ten- (10") inch CA6 aggregate-compacted base, with pavement fabric. Concrete curb and gutter will not be required around the tee, and sidewalk will not required through the tee. The developer extending the street in the future shall remove the excess paving and base,place topsoil, and seed the area disturbed, construct the additional curbing so that the curb and gutter is continuous and uninterrupted from one development to another, and resurface for a distance of thirty (30') feet, including header joints, as approved by the City Engineer. When a development includes construction along State and County highways, or other heavily traveled road, the developer shall post advance-warning signs. The developer shall consult with the Yorkville Police Department concerning the types and locations of signs, and shall obtain a permit from the appropriate jurisdictional agency prior to erecting the signage. The City may require the roadway design to include traffic-calming measures. These measures may include, but not be limited to, curvilinear roadway layout, landscaping beyond the requirements of the Landscape Ordinance,traffic tables, and fog lines. If a development includes the construction or modifications of traffic signals, the new signals shall be designed to have light-emitting diode (LED) lights. The traffic signal shall also have a battery backup device. All new roadways shall be designed in accordance with IDOT Circular 95-11, or the most recently adopted IDOT standard for the design of flexible and full-depth bituminous pavements. The following minimum design criteria shall be used when applying the design method: Design period=20 years Class II Roadway Traffic Factor Equations for 80,000 lb. Vehicles 2.0%traffic growth rate AC viscosity of AC-20 Subgrade Support Rating of Fair Local Residential Roadways Local Residential Roadways are intended to carry an average daily traffic(ADT) volume of less than 1000. The right-of-way width shall be 66 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a minimum of 2.5 inches in thickness. The aggregate stone base shall be 10 inches in thickness of clean, crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of thirty feet from back of curb to back of curb (B-B). The street radius for all intersecting streets shall be a minimum of thirty feet to the back of curb. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. Estate Residential Roadways Estate Residential Roadways are intended to carry an average daily traffic(ADT)volume of less than 1000. The right-of-way width shall be 70 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a minimum of 2.5 inches in thickness. The aggregate stone base shall be ten inches in thickness of clean, crushed CA-6 gradation gravel or limestone. The roadway surface shall be 28 feet wide with two 12.5-foot wide through-lanes. The lane edges shall be striped with a four-inch thermoplastic pavement marking. The roadway up to and including the aggregate stone base shall be 32 feet wide to provide a 2-foot wide aggregate shoulder (nominal thickness of at least 12 inches), and also to allow for future widening. Mailbox turnouts will be paved,using driveway specifications to determine thickness. S-4 Standard Specifications for Improvements Minor Collector Roadways Minor Collector Roadways are intended to carry 1000-2500 ADT. The right-of-way width shall be 70 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a minimum of 4.5 inches in thickness. .The aggregate stone base shall be 12 inches in thickness of clean, crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of 34 feet B-B. The street radius for all intersecting streets shall be a minimum of thirty feet to the back of curb. Minor collector roadways may provide direct access to adjacent private lots. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. Collector Roadways and Commercial/Industrial Roadways Collector Roadways are intended to carry 2500-12,000 ADT. The right-of-way width shall be 80 feet. These design standards shall also apply to all roadways directly serving commercial or industrial zoned areas. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a minimum of 4.5 inches in thickness. The aggregate stone base shall be 12 inches in thickness of clean, crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of 39 feet B-B. The street radius for all intersecting streets shall be a minimum of 40 feet to the back of curb. Collector roadways shall not provide direct access to adjacent lots in residential-zoned areas. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. Moor Collector Roadways Major Collector Roadways are intended to carry more than 12,000 ADT. The right-of-way width shall be 100 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a minimum of six inches in thickness (2 lifts required). The aggregate stone base shall be 16 inches in thickness of clean, crushed CA- 6 gradation gravel or limestone. The roadways shall be bound with B-7.18 combination concrete curb and gutter to a width of 51 feet (four 12-foot lanes) B-B. The City Engineer may require an additional 12-foot center turn lane, as deemed appropriate. The street radius for all intersecting streets shall be a minimum of 50 feet to the back of curb. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. An alternative bituminous base course may be approved by the City Engineer, and B6-18 or B6-24 combination concrete curb and gutter may be required, based upon specific site drainage needs. Boulevards Boulevard-style roadways shall have a minimum width of 28 feet B-B for approaches to intersections. The minimum pavement width in other areas shall be 20 feet B-B. SIDEWALK Non-reinforced, concrete sidewalks will be required on both sides of all roadways. They shall be a minimum of four (4') feet wide where four (4') feet wide walks now exist, and five (5') feet wide in all other locations. All sidewalks shall be five (5") inches in thickness. They will be a minimum of six (6") inches in thickness across driveway approaches. All sidewalks shall have an aggregate base of CA 7, with a minimum thickness of two inches (five inches across driveway approaches). All concrete shall be Class X,with a minimum of five (55/0)percent air-entrainments. Sidewalks shall slope two (2%) percent towards the street. Approved curing and sealing compounds are required, as specified previously for concrete curb and gutter. The back of the sidewalk shall be placed twelve (12") inches from the right-of-way line,unless directed otherwise. The sidewalk shall have a light broom finish. Formed contraction joints are required, at a spacing of five (5') feet. Expansion joint material, one-half inch in thickness, and full-depth, shall be placed every 100 feet. The subgrade for the sidewalk shall be unifonui, neat, and compacted to a minimum 90%modified proctor. S-5 Standard Specifications for Improvements Spalling or chips will not be allowed to be patched. All such areas will be removed from contraction joint to contraction joint, and replaced. All sidewalks will be in place prior to acceptance of the public improvements by the City, which includes in front of vacant lots. These areas must be protected during future construction. No sidewalks are required in Estate-residential subdivisions. However, in the event sidewalks are not provided, a paved trail that abuts every lot must be provided, that meets the City's standards, specifically a ten (10') foot width, with an exit and entrance identification, consisting of two (2") inches of asphalt on eight (8") inches of CA6 aggregate. Dedicated easements at least fifteen (15') feet wide must be provided for the trail. DRIVE APPROACHES Drive approaches must be constructed to one of the following: 1. Six inches, minimum of Class X concrete, with a minimum of five (5%) percent air-entrainment, over six inches minimum CA6 aggregate base over a 90%modified proctor compacted subgrade, with curing and sealing treatments, as specified above,under concrete curb and gutter. Expansion joint material, one-half (1/2") thick and full-depth, shall be installed at the curb and at the sidewalk. 2. Two inches, minimum of Class I bituminous concrete surface course, over a minimum base of eight (8") inches of CA6 aggregate over a 90% modified proctor compacted subgrade. The concrete sidewalk will be constructed through the drive approach, and any construction damage to the concrete sidewalk or curb will cause removal and replacement of those improvements. Drive approaches will not be constructed steeper than eight(8%)percent. 3. In Estate-residential subdivisions, all driveways must be paved with brick, asphalt, or concrete, and must have a concrete culvert with flared end sections. Culvert diameter shall be twelve (12") inches or greater, as required by the City. PARKWAYS AND PARK SITES All parkways, park sites, and other open spaces shall be landscaped and designed in accordance with the City of Yorkville's Landscape Ordinance and the Park Development Standards, as amended from time to time. Any existing trees within a development deemed by the Parks Department and Public Works Departnierit to be dead, dying, or of an undesirable species shall be removed by the developer. The developer shall not remove or cut down any trees without the prior consent of the Parks Department and Public Works Department,or as indicated in the approved landscape plan. STREET LIGHTING SYSTEM All streets shall have a complete street lighting system designed by a professional engineer. A street light will be required at all intersections, all curves, at all ends of cul-de-sacs, and at a maximum spacing of 300 feet. In Estate-residential subdivisions, street lights shall be required at intersections, and at a maximum spacing of 500 feet, with lights also placed at curves and a he end of dead-end streets. The poles shall be concrete with butt-type foundations. The City Engineer may require a streetlight to be placed at other points, as may be necessary in the public interest in unusual or special conditions. They shall be located at side lot lines, and on the.opposite side of the street from the water main,wherever possible, and shall be set two feet from back of curb to face of pole. Occupancy peimits cannot be issued until all streetlights in that phase of the development are installed, complete, and operational. S-6 Standard Specifications for improvements All exterior lighting of private property in new developments shall be designed, located, and mounted at heights no greater than twenty (20') feet above grade for non-cutoff lights,and forty- (40') feet above grade for cutoff lights. The lighting plan, photometrics, and shop drawings for lighting equipment shall be submitted prior to issuance of a building permit. Glare shall be minimized to the extent practical by orienting lights away from the public right-of-way and abutting properties, or by planting vegetation to provide screening. Exterior lighting shall be designed, located, and mounted so that the maximum illumination measured horizontally at the lot line does not exceed one(1') foot-candle. Light Distribution: Luminaries of the Type II distribution as approved by the Illuminating Engineering Society (herein termed IES) shall be used, except at intersections where Type II or Type IV IES distribution shall be used. The City Engineer may designate the IES Type V distribution luminaries be used in the public interest under unusual or special conditions. Individual Control: On individual control of lights, the photoelectric control shall be mounted on top of the luminare. • Line Drop: Voltage drop shall be no greater than three (3%) percent from power supply to the last pole, with no wire size smaller than No. Six (6) Type RHH or RHW Underground Service Cable (USC). All streetlights shall operate at 120 volts, except for those on major streets. Power Supply Location: Connection to the power supply shall be made to comply with Commonwealth Edison Company rules and regulations, as amended fro time to time. Conduit: All driveways, street, and sidewalk crossovers shall have two (2") inches of HD PVC conduit, used as raceways for underground cable. Underground Cable: All underground cable shall be direct-buried cable, placed at a depth at least thirty- (30") inches below the normal finished grade. Three cables (Black, White, Green) shall be run from the pole to the power supply. Any underground cable broken more than once prior to Final Acceptance shall be replaced from the power source to the pole or from pole to pole. Splices: All cable on the underground cable section shall be continuous, and no splicing shall be made underground. All necessary splices shall be made above ground level. Underground Cable Location: Underground cable shall be installed in a trench not less than two feet from the back of the curb, except that in no case shall the underground cable be installed under the sidewalk. Grounding: A copper-clad ground rod shall be placed at each pole. The rod shall be minimum 5/8-inch diameter, and ten(10') feet long. Fusing: All underground feeders shall be fused at or below their rated capacity. Each standard shall contain in-line fuse holders, with proper fusing in series with each underground conductor to protect the luminare located on that pole. Maintenance Prior to Acceptance: Once streetlights are operational, the Yorkville Public Works Department shall perform normal maintenance, even though the Yorkville City Council has not accepted the streetlight system. Normal maintenance consists of investigating the cause of an outage, and repairing it if the cause is a burned out lamp, fuse, or photocell. All other repairs shall be referred to the developer. The cost of performing normal maintenance prior to acceptance by the Yorkville City Council shall be paid from a "Streetlight Normal Maintenance" deposit established by the developer prior to recording the Final Plat. The deposit shall be $300.00 per pole, or other such amount, as may be determined by the Yorkville City Council, from time to time. If the deposit proves insufficient,the developer shall replenish the deposit within thirty- (30) days of written request by the City Engineer. The Yorkville City Council shall return any unused funds to the developer upon acceptance of the streetlight system. S-7 Standard Specifications for Improvements Streetlight Standard and Bracket: Local streets shall use 906 B19-AD4, American Concrete Company pole and bracket, or approved equal. Luminare shall be mounted 19'9" above the street, shall have a four- (4') foot arm. The pole shall be buried a minimum of five (5') feet below grade and backfilled with crushed CA6 limestone, watered, and compacted around the butt of the pole. The bracket is to be furnished with the pole. The luminare shall be a General Electric Company No. M2RR1551N2AMS3F, or approved equal with the 1-1/4"side mount built-in ballast. The luminaries shall be fitted with General Electric Company"Lucalox" high-pressure sodium lamps LU 150/551D, or approved equal, with GE Company ANSI specification "S55" high-pressure sodium ballasts (or approved equal) or American Electric 115 15-S-RN-120-R2-DA- 4B. Major Collector Streets: The lighting pole shall be Stress Crete E340-BPO-G, with Style 210 low rise tapered aluminum davit, or approved equals. The davit outreach length shall be eight (8') feet. The luminare shall be mounted thirty- (30') feet above the street. The pole shall have an embedment depth of five (5') feet, and be backfilled with CA 6 limestone. The streetlight system shall be operated through controller(s) in ground-mounted cabinets. The controller and luminare shall operate at 240 volts. The controller shall be housed in a pad-mounted Type NEMA 3R enclosure. The exterior of the cabinet shall have a bronze tone powder-coat finish. The approximate dimensions of the cabinet shall be 42"H x 36"W x 12"D. A Com Ed meter socket shall be provided on the exterior of the cabinet. The manufacturer or distributor shall guarantee streetlight standards, luminaries, ballast, lamps, and cables for their proper use,for one year, from the date of acceptance. Testing: The subdivider shall manually trigger the photocell in order to have each street light bum continuously for at least 48 hours. During this burn test, amperage readings shall be taken, and must be within ten (10%)percent of the connected load,based on equipment ratings_ Parking Lot Lighting: Parking lots in areas zoned Business, Residential, or Office-Research, shall be provided with lighting necessary to achieve a minimum average of 2.0 foot-candles, as measured across the entire parking lot, and a maximum of 1.0 foot-candles, as measured at the adjoining property lines. Parking lots in areas zoned Manufacturing shall have a minimum average lighting intensity of one foot-candles, per square foot. Lighting shall be designed to avoid casting direct light or glare onto adjacent residential property. STORM SEWER SYSTEM A complete storm sewer system shall be required, consisting of closed conduits to an approved storm water storage system. All storm sewers within the public right-of-way and easements parallel to and adjacent to public right-of-way shall be reinforced concrete pipe (RCP), with a twelve (12") inch minimum diameter. Storm sewers in rear yards and side yards may be high-density polyethylene (H.D.P.E.) of a manufacturer and design, to be approved by the City of Yorkville. All roadways will have a system of inlets/catch basins, tied directly to the storm sewer. These storm water collection locations will be on both sides of the street, with a maximum longitudinal flow interval of 300 feet. All such collection points will be an inlet except the last structure before entering a storm sewer main shall be a catch basin with a two-foot sump. Catch basins or open-lid structures shall not be located•over the sewer main. All backfill is to be a CA7 aggregate. All stoma sewer roadway crossings from structure to structure must be backfilled with CA7 - aggregate and completely encapsulated in an approved drainage fabric. In this manner, the curb subgrade, the storm crossings, and the inlets and catch basins create a roadway underdrain system for longer roadway life. The City may require that storm sewers be constructed along the centerline of individual roadways at certain locations. Those locations shall normally be limited to within 100 feet of the lowest sag vertical curve of a roadway. Where these locations occur within a horizontal curve of the roadway, storm manholes shall be placed at the centerline of individual roadways. S-8 Standard Specifications for Improvements If subgrade conditions are excessively sensitive to moisture or other special conditions, a capped, perforated, plastic underdrain may be required under the curb and gutter. All storru water conduits 12" diameter and larger shall be internally televised in color just prior to City acceptance, and shall be free of defects, sags, dirt, and debris. All non-RCP storm sewers shall also be mandrel tested (similar to sanitary sewer testing)just prior to City acceptance.All parking lots shall be drained internally, and directed by pipe to the storm sewer. Storm sewers shall extend to the limits of the development with proper sizing, as approved by the City Engineer,based upon current and future runoff conditions, to pick up and safely carry through the development any and all upstream bypass flows. All new homes with basements or crawl spaces shall have a direct,underground conduit to the stoiiu sewer system. Fill-in lots in areas with no storm sewer within 500 feet shall not be required to have this direct connection. Minimum depth of cover for these lines shall be 30 inches. All discharges shall have an approved automatic diverter calve immediately outside the house and a check valve inside the house. Multiple collection lines of four inch and six inch HD PVC will be allowed by an approved design. Terminal and junction points shall be at two-foot diameter precast concrete inlets with open-lid castings. The pipe from the house shall be a 2" minimum HD PVC with cemented joints. The connection to the storm sewer shall be through a neat, tight fitting, bored hole into the concrete pipe. After insertion of the sump pump discharge pipe into the concrete storm sewer pipe, the joint shall be sealed with hydraulic cement. In no case shall the sump pump discharge pipe extend beyond the inner surface of the concrete storm sewer pipe. Connections, however, shall be into a structure wherever practical. Individual storm sewer services shall not be required in areas of the development where soil and ground water conditions indicate that sump pumps would run very infrequently. If the developer does not wish to install storm sewer services, he shall perform soil borings at regular intervals (300' to 400' grid typical) during the Final Plan preparation stage, to determine soil types and ground water elevations. Boring locations are subject to approval by the City. Each boring shall extend at least 20 feet below existing ground elevations and be referenced to the development benchmarks. If the boring logs show granular soil and also show ground water elevations at least five (5') feet below planned basement floor elevations, then individual storm sewer services shall not be required in that area of the development. During excavation of every basement in that area, the developer shall verify (with City representative present) that the granular soil and deep ground water conditions exist. If either condition is found not to exist at a building location, the developer shall construct a storm sewer service to that building, in conformance with these Standard Specifications. The design of the storur water collection system shall be for a ten (10) year storm, running just full. The only exception to this is where the receiving storm water system has less capacity and here the new system of conduits shall be designed for a five(5) year event,running just full. The minimum velocity shall be 2.5 fps and the maximum shall be 8 fps. The storm sewer pipe shall have a minimum cover of three (3') feet. Storm sewer manholes shall be five (5') feet internal diameter, constructed of reinforced concrete, and shall be placed at a maximum spacing of 500 feet. Storm sewer manholes may be four(4') feet internal diameter when the largest sewer entering/leaving the manhole is 18" diameter, and the orientation of sewers connecting to the manhole is such that there is at least 12" of precast wall between the openings provided for sewers. The use of adjusting rings is limited in height to eight (8") inches. Inlet and/or catch basin frames and grates shall be Neenah No. 3015, East Jordan No. 7010,or approved equal. Whenever possible, castings for curb drains shall have a fish logo to discourage dumping of oils, pesticides, and other inappropriate items into the storm sewer system. Where a continuous grade is carried across an inlet or catch basin casting, the open-vaned cover shall be used, Neenah No. R-32868V, East Jordan No. EV-7520, or approved equal. All manhole castings shall be Neenah No. R-1030, East Jordan No. 105123, and Type B cover, or approved equal. All type B covers shall have "City of Yorkville" and "Storm" cast into the top, and shall be concealed pickhole type. All • sections of the manholes shall be completely sealed and butyl rope, including the casting. Manholes shall no be allowed in the pavement, curb, gutter, or sidewalk. All flared end sections 15" or larger shall have grates. S-9 Standard Specifications for Improvements In Estate residential developments, a ditch shall be required on both sides of the street, and shall have a minimum profile slope of one (1%)percent(side slope 4:1 on the street side, and 3:1 on the lot side). For developments ten acres in size or larger, the developer may use computer-based methods to determine stormwater storage volumes. The specific method and parameters used in employing the method shall be subject to the approval of the City Engineer. For developments less than ten acres in size, the storm water storage system shall be designed utilizing a Modified Rational Method, as described below: 1. Q = (Cm) iA, where a run-off co-efficient or Ca is calculated for the site based upon actual proposed surface coverage. Cm then equals 1.25 times Ca. 2. The following run-off co-efficient shall be utilized as minimums: Surface C • Grass .50 Asphalt/Concrete .98 Roof 1.00 Detention 1.00 3. The maximum release at the designated 100-year level is 0.15 cfs/acre. The City Engineer shall reduce this allowable release rate where the downstream accepting system is experiencing drainage problems such as the Elizabeth Street swale where all receiving discharges are limited to 0.10 cfs/acre. The outlet structure design shall address the two-year (0.04 cfs/acre) and the 25-year(0.08 cfs/acre) storm control,in addition to the 100-year event. 4. When depressional compensatory storage is provided by increasing the volume of a stormwater detention basin, the maximum allowable release rates of the basin shall be reduced, as directed by the City of Yorkville to approximate the pre-development release of the depressional area,and realize the full storage potential of the enlarged basin. 5. The minimum size restrictor shall be a four-inch by twelve-inch long RD PVC pipe. The • design must be designed for easy maintenance and cleaning during a storm event. The discharge shall be directly to a downstream storm sewer if one is available within a reasonable distance. If not, the discharge will be to the surface, with approved energy dissipation and downstream erosion protection. 6. The rainfall intensities to be utilized are those established by the Illinois State Water Survey's Bulletin#70; as amended for the specific City of Yorlcville area. In designating the required storm water storage volumes, the maximum value calculated using the various events should be utilized. See Figure 3 for a sample calculation. 7. The stoiui water storage areas must have containment for twelve inches of additional storm water storage, with an approved calculated overflow area at six inches above calculated 100- year elevation. This overflow shall have an erosion concrete curtain wall, with a minimum thickness of 8 inches, a minimum depth of three feet below grade, and a length to extend a minimum of four feet beyond the limits of the overflow on either end. This wall is not to be formed, but is to be trenched or excavated into natural soil, or into the compacted fill, and is to be finished flush to the ground. 8. Storm water storage areas shall be covered by an easement, including access thereto,such that should the owner not maintain said area as necessary, the City can cause such corrections and bill the owner, including any and all administrative costs. S-10 Standard Specifications for Improvements 9. The engineering plans shall have a full sheet dedicated to the soil erosion and sedimentation control requirements for the development, including silt fencing, straw bales, drainage fabric, etc. Failure to properly maintain this system may result in major storm sewer cleaning within the site and in the offset storm system. The City reserves the right to place a hold on all building permits and inspections if the soil erosion and sedimentation control plan is not properly maintained. Keeping the streets clean is part of this plan, and failure to do so will result in these actions. The developer shall establish a Street Cleaning deposit with the City of Yorkville, in the amount of $5000.00. If the streets are not cleaned within 48 hours of a written request by the Director of Public Works, the City shall have the streets cleaned, and subtract that cost from the deposit. The developer shall replenish the deposit to the full amount if it falls to less than $1000.00. The Yorkville City Council shall return any unused portion of the deposit to the developer upon acceptance of the streets. 10. The developer shall establish basins onsite where concrete ready-mix trucks must wash out after delivering their load. Signs shall be posted at each entrance to the development to warn truck drivers of the requirement to wash out at specific sites, and notify them of the fine for non-compliance (up to $100.00 for each offense). Each entrance sign shall include a simplified map of the development, to show the locations of the washout basins in the development. A sign shall also be posted at each washout basin, to identify the site. The developer shall maintain all signs, basins, and appurtenances in good condition until the City accepts the public improvements. Washout basins shall be located outside of the public right-of-way,parks, and all public utility easements. They shall be located in relatively low-traffic areas, and be at least fifty- (50') feet from storm drains, open drainage facilities, and watercourses, unless approved otherwise by the City Engineer. Basins shall have a minimum twelve (12") inch thick CA-3 aggregate approach of sufficient width over a woven geotextile fabric, to 'reduce tracking of mud onto roadways. The washout area shall be contained by an earthen berm, and be at least ten (10') wide by ten(10') long. The maximum depth of a washout basin shall be three feet. When the volume of a washout basin is 75% full, the developer shall remove the hardened concrete and transport it to a legal landfill. Burying waste concrete onsite shall not be permitted. The developer shall incorporate the items necessary to comply with this requirement, as well as provisions for maintenance, onto the erosion and sediment control plan sheet. All signage, washout basins, and appurtenances shall be in place before the first building permit is issued. 11. The engineering plans shall have one or more full sheets dedicated to the Final Grading of the entire site. The minimum grade for all grass areas shall be two (2%) percent, except that swale areas may be at one (1%) percent if it is over an approved, piped underdrain. Slopes shall be shown with arrows at all locations from all breakpoints. A grading plan on an 8-1/2" x 11"paper for the actual building must be submitted for each building permit submitted, and will become a part of the building pesiuit. All top of foundation elevations will be a minimum of two (2') feet, and a maximum of three (3') feet above the street centerline elevation, measured at the center of the lot in question,unless the City Engineer directs otherwise,based on site-specific conditions. Drives must be at a minimum slope of two (2%) percent, and maximum slope of eight (8%) percent towards the curb flow line from the garage. When the forms for the foundation are ready to pour, a top of foundation elevation and location certification of a registered surveyor or engineer, as approved by the building inspector, is required prior to pouring the concrete into the forms. The tolerance here is 0.15 feet lower and 0.5 feet higher, and behind all applicable setback and easement lines. S-11 Standard Specifications for Improvements 12. Requests for an occupancy permit must include an as-built grading plan, signed and sealed by a registered land surveyor, showing the original, approved grades and slopes, along with the actual grades,just prior to the occupancy peiurit request. The actual grades must fall within a tolerance of 0.15 feet in order to receive an occupancy permit. Top soiling and seeding or sodding, if applicable, must be in place prior to the final grading plan. All City-incurred costs of reviewing these grading plans shall be the responsibility of the developer. Note that specific building codes, ordinances, and permitting procedures, which may be established by the United City of Yorkville, shall supersede these requirements. 13. General grading and landscaping of the storm water areas shall be designated according to the Park Development Standards, Landscape Ordinance, and these Standard Specifications. The City may require that storm water detention and retention facilities, as well as grading, landscaping, and stormwater collection systems, incorporate currently acknowledged Best Management Practices to improve storm water quality. These may include, but are not limited to, naturalized detention basins, bio-swales, low impact design standards, perforated storm sewer, designs that reduce the degree of connected impervious areas, designs that encourage infiltration of stormwater, etc. Wet ponds shall have a maximum allowable depth of two feet between the normal water level and the high water level corresponding to the Ten-Year Frequency Storm. The City may require wetland-type plantings and appropriate grading around the perimeter of wet ponds. The developer shall provide a soil report, prepared by a licensed professional engineer, to determine whether or not lake lining will be required. Vertical or nearly vertical edge treatment will require an approved method, allowing a child to easily climb out of the water. Storm sewers discharging to a stormwater basin shall be designed such that the sewer invert at the discharge point is no lower than 6"below the normal water level of the basin, and the top of sewer is no lower than the ten-year high water level of the basin. 14. Storm water storage basins shall operate independently of any watercourse or water body receiving the discharge from the basins. Bypass flows from upstream areas should bypass the stogy a water storage facility, where practical. The entire development shall be examined under the premise that all storm sewers are blocked and full when a 100-year event occurs, and the development can pass these flows without flooding homes. All overflows are to be contained within the right-of-way, or where absolutely necessary, through special drainage easements. All buildings shall have the lowest water entry a minimum of 18 inches above the elevations determined for this bypass situation. 15. Storm water detention shall not be required under the conditions listed below. The City reserves the right to require detention on any parcel of land if special circumstances exist, and to require that sewer be constructed as necessary,to carry away the storm water. a) Proposed development or re-development of the existing lots zoned single- family detached,or duplex residential, less than 2.5 acres in gross area. b) Proposed development or re-development of existing lots zoned other than single-family detached or duplex residential, that are less than 1.25 acres in gross area. S-12 Standard Specifications for Improvements WATER SYSTEM 1. All water mains shall be Class 52 ductile iron pipe, conforming to the latest specification requirements of ANSI A21.5.1. Mains shall be cement lined, in accordance with ANSI A21.4. Fittings shall conform to ANSI 21.10. Gate valves shall be resilient wedge type, conforming to the latest revised requirements of AWWA specification C509. All water mains are to be polyethylene wrapped. Main line valves 10" diameter and larger are to be installed in a vault. Smaller main-line valves shall either be installed in a vault, or have a Trench Adapter valve box, similar to those used at fire hydrants. No vaults or valve boxes shall be in the pavement or sidewalk. 2. Water services up to 3" diameter shall be type "K" copper, conforming to the latest revised specification requirement of ASTM B88. Minimum size for residential units shall be one inch in diameter. Corporation stops shall be McDonald No. 4701, Mueller H-15000, or Ford F- 600. Curb stops shall be McDonald No. 6104, Mueller H-15154, or Ford B22-333m, with Minneapolis patter B-boxes, similar to McDonald N.5614 or Mueller H-10300. 3. Minneapolis type B-boxes shall be installed in the right-of-way, but not in the sidewalk or driveway. 4. Fire hydrants shall be one of the following: 1. Clow F-2545 (Medallion) 2. Mueller A-423 Super Centurian 3. Waterous WB-67-250 Hydrants shall have a 5-1/4"main valve assembly, one 4-1/2"pumper nozzle, and two 2-1/2" hose nozzles, with national standard threads, a national standard operating nut, and above ground break flange. The installation of the hydrant shall conform to AWWA 600 standards. Auxiliary valve boxes shall either be Trench Adapter Model Six by American Flow Control, Clow F-2546 with F-2493 cover, or approved equal. For valve boxes other than those by American Flow Control, the box shall be attached to the hydrant barrel with grip arms, as manufactured by BLR Enterprises, or approved equal. 5. Inspections and Installation: All water mains shall be designed and installed in accordance with the Standard Specifications for Water Mains in Illinois. Upon completion, water mains shall be subjected to hydrostatic pressure test of 150-psi average for up to 4 hours. Allowable recovery shall conform to the Standard Specifications for Water& Sewer Main Construction in Illinois. The water operator in charge or person authorized by the water operator in charge shall be present during all testing. The developer shall use the pressure gauge supplied by the City for the test. 6. New water main shall be disinfected in accordance with AWWA standard C601. Water will be tested to assure that 50 mg/1 of CL2 is in disinfected water. Sampling shall be taken by water operator in charge or persons authorized by the water in charge. Water must pass two consecutive days of sampling tests by a state approved lab. 7. Water mains shall be minimum eight inches internal diameter, with a cover of five feet, six inches below finished grade. Watermain stubs to hydrants shall be at least six inches internal diameter. City water mains and hydrants shall be placed of the North and West sides of the streets, unless approved otherwise the City Engineer. Valves shall be installed each second consecutive hydrant, at intersecting lines, and 'other locations as required, such that a minimum number of services will be affected during a main isolation. S-13 Standard Specifications for Improvements Fire hydrants shall be installed throughout the subdivision at each intersection and at intervals not exceeding the requirements of two fire hydrants serving any point of any building, or 300 • feet along the roadway, whichever is more stringent. Special conditions may dictate a closer spacing, as approved. Fire hydrants shall be located on the property line, except at corners, and shall be set two feet minimum and three feet maximum from the curb back to the face of the pumper nozzle. Where there is no curb and gutter, the face of the pumper nozzle shall be between 18 inches to 20 inches above finished grade line(sidewalk to curb). Base elbow of hydrant shall be properly thrust blocked, and shall be provided with clean, washed CA7 aggregate and polyethylene covering. All hydrants and any adjustment fittings shall receive one field coat of red paint, as recommended by the manufacturer, prior to final acceptance. 8. All tees,bends, fire hydrants, and valves shall be adequately blocked with pre-cast blocks and poured in place thrust blocking against undisturbed earth. 9. Services shall be equipped with corporation stop, curb stop, and buffalo box. The buffalo box shall be set in the parkway, on the centerline of the property,approximately centered between the back of sidewalk and the adjacent right-of-way line. Service trenches beneath or within two feet of proposed driveways, sidewalks, or other pavements shall be backfilled full-depth with aggregate. Except as permitted below, the underground water service pipe and the building drain, or building sewer, shall be not less than ten feet apart horizontally,and shall be separated by undisturbed or compacted earth. The water service pipe may be placed in the same trench with the building drain and building sewer if the conditions listed below are met: A. Local conditions prevent a lateral separation of ten feet; B. The bottom of the water service pipe at all points shall be at least 18 inches above the top of the sewer line at its highest point. All water and sewer services must be inspected an approved by the building inspector prior to backfilling. C. The water service pipe shall be placed on a solid shelf, excavated at one side of the common trench, and shall have no joints from the buffalo box to the water meter inside the house; and D. The material and joints of sewer and water service pipe shall be installed in such a manner, and shall posses the necessary strength and durability to prevent the escape of solids, liquids, and gasses there from under all known adverse conditions, such as corrosion, strains due to temperature changes, settlement, vibrations, and superimposed loads. 10. Depth of bury shall be 5'6" below finish grade. No joints will be allowed between the corporation stop and the curb stop. 11. All watermain shall be looped and double fed, and shall be extended to the far limits of the development, and in size appropriate for future development, as directed by the City Engineer. Recapture and over-sizing may be applicable. 12. The developer shall reimburse the City of Yorkville for the cost of water to fill and test new watermains, and also for the cost of laboratory tests after chlorination. The water cost shall be at the bulk rate charged by the City of Yorkville at that time. The volume of water shall be calculated as the volume of two and one-half times the lengths and diameters of new watermains. 13. Watermain proposed to cross existing city streets shall be constructed by directional boring. Open-cut construction shall not be allowed without consent from the Public Works Director. 14. Connections to existing watermains shall employ line stops to minimize the disruption of service to existing residents. S-14 Standard Specifications for Improvements SANITARY SEWER SYSTEM A complete sanitary sewer system is required for all new development. The minimum internal size of sanitary sewer main shall be eight inches in diameter. The top of the sewer main shall be a minimum of three feet lower than the lowest floor elevation at all service connection locations,but not less than eight feet below finished grade, wherever possible. Should the sewers serving a particular development not be deep enough to serve the basement, as noted above, then overhead plumbing will be required. However, all levels of the building must be served by gravity, with only the below-grade levels being served by a pump unit. The City Engineer may require that certain buildings not have subgrade levels due to special situations. The sanitary sewer shall be extended to the development's far extremes, as directed by the City Engineer, for proper and orderly growth. The city Engineer will also direct the sizing and grades for the sewer, so as to fit the overall plan for the City. The City strongly discourages the use of lift stations, but if the City Engineer approves the use of a public lift station, the following shall be required as a minimum: A. The pumps shall be submersible,with a back up pump and well-designed wet well. B. The station building shall be a brick structure with conventional-pitched roofing and paved access. The building shall comply with all International Building Code regulations, and shall be heated and ventilated. The subdivider shall follow normal building peiuiit procedures,and pay the normal fees for construction of the lift station building. C. The unit will be equipped with a back-up power source,utilizing natural gas as a fuel, and can operate on manual or fully automatic mode, complete with a variable exercise mode. D. The motor control center shall have a solid-state duplex logic. Sewage level in the wet well shall be measured with a pressure transducer. A dial-out alarm system matching that currently in use in the City shall be provided. E. The City Engineer must approve any and all lift stations, and may require other improvements. F. There shall be good-quality noise control, and all electronic components shall be explosion- proof. G. Force mains shall be sized to carry the initial, inteimediate, and ultimate flow rates from the tributary area, at a velocity of between 3.0 and 6.0 feet per second. Material shall be waterivain quality Ductile Iron with polyethylene encasement. Gate valves in vaults shall be constructed in the force main at intervals not exceeding 600 feet, to allow quick isolation in the event of a leak. Blow-off valves in vaults shall be constructed at high points in the force main, and shall discharge to sanitary sewers, where possible. Force mains shall be tested at 150-psi for two hours, similar to watermain testing. H. The sub-divider shall maintain an inventory of each size and type fuse, relay, and other plug- in type devices used in the lift station motor control center, as recommended by the manufacturer. These items shall be housed in a wall mounted metal cabinet. The subdivider shall also supply a heavy-duty free standing metal shelf with not less than square feet of shelf space, and one(1) fire extinguisher rated for Type A,B, and C fires. I. The sub-divider shall provide start-up training to the Public Works Department personnel,and shall provide three sets of Operations and Maintenance Manuals for all equipment at the lift station. J. Underground conduit shall be heavy-wall PVC. • S-15 Standard Specifications for Improvements K. The exterior of the wet well shall be waterproofed. The City may require the wet well to have a minimum internal diameter of up to eight feet. Sewer construction cannot start until the Illinois Environmental Pollution Agency (IEPA) has notified the City Engineer that approvals have been secured. Sanitary sewer pipe shall be PVC plastic pipe, with a minimum SDR 26. All pipe and fittings shall be pressure rated in accordance with ASTM D-2241 and ASTM D-3139 (per AWWA C-900) for sizes 6-15 inches. Solvent joints are not permitted. All public sanitary sewers will be air and mandrel tested (7-point minimum) by the developer, at his expense, under the supervision of the City Engineer. One copy of the report shall be forwarded to the Yorkville-Bristol Sanitary District, and one report shall be forwarded to the City Engineer. All testing will be done in conformance with the "Standard Specifications For Water and Sewer Main Construction in Illinois", current edition. All public sanitary sewers shall be internally televised in color and recorded on videotape and written log by the developer, at his expense, under the supervision of the City Engineer, to ensure that the sewers are straight,unbroken, tight, and flawless. There must be good-quality lighting for a sharp and clear image of all sewer segments. Poor quality images will result in re-televising the system, at the developer's expense. The videotape must clearly mark the segment being televised through manhole numbering, and the image must clearly identify the footage as it progresses through the pipe. One copy of the complete videotapes and written log shall be forwarded to the Yorkville-Bristol Sanitary District, and one complete set shall be forwarded to the City Engineer. All manholes will be required to be internally vacuum tested by the developer, at his expense, under the supervision of the Engineer. This test will check the integrity of the complete structure, from the invert to the casting, including all adjusting rings. One copy of the test results shall be forwarded to the Yorkville-Bristol Sanitary District, and one copy shall be forwarded to the City Engineer. Vacuum testing of each manhole shall be carried out immediately after assembly backfilling, and rough grading, and shall be witnessed and approved by the City Engineer. All lift holes shall be plugged with an approved non-shrinking grout. No grout will be placed in the horizontal joints before testing. All pipes entering the manhole shall be plugged, taking care to securely brace the plugs from being drawn into the manhole. The test head shall be placed at the inside of the top of the casting and the seal inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury shall be drawn and the vacuum pump shut off. With the valve closed,the time shall be measured for the vacuum to drop to nine inches. The manhole shall pass if the time is greater than 60 seconds for a 48-inch diameter manhole, 75 seconds for a 60-inch manhole, and 90 seconds for a 72-inch manhole. All manhole castings shall be Neenah No.R-1030 frame,East Jordan No. 105123, and Type B cover, or approved equal. If the manhole fails the initial test, necessary repairs shall be made with a non-shrink grout, while the vacuum is still being drawn. Retesting shall proceed until a satisfactory test result is obtained. If the rim of a sanitary manhole needs to be reset or adjusted after successful vacuum testing, but before the expiration oft eh one-year warranty period, it shall be sealed and adjusted properly in the presence of the City Engineer. Failure to do so will require the manhole to be vacuum tested again. All manhole frames shall be Neenah No. R-1030, East Jordan No., 105123, or approved equal, with Type B covers. All Type B covers shall have"City of Yorkville" and"Sanitary"cast into the lid, and_shall have concealed pick holes with a machined surface and watertight rubber gasket seals. All manhole segments, including the frame and adjusting rings, shall be set with butyl rope joint sealant. Manholes shall be minimum four-foot diameter, and shall not be located in pavement, curb, gutter, or sidewalk. S-16 Standard Specifications for improvements All sanitary sewer manholes shall be provided with approved cast in place rubber boots (flexible manhole sleeve), having a nominal wall thickness of 3/16" with a ribbed concrete configuration and with stainless steel binding straps,properly sized and installed for all conduits. All manholes shall be reinforced precast concrete, and shall be located at intersections and spaced . at a maximum interval of 300 feet, except that a closer spacing may be required for special conditions. The maximum allowable amount of adjusting rings shall be eight inches in height using as few rings as possible. All manholes shall be marked at the time of construction with a four-inch by four-inch hardwood post neatly installed vertically and with a minimum three-feet bury and a minimum four-foot exposed. The top one-foot of the post shall be neatly painted white. Wells and septic systems are allowed in Estate-residential developments that are not within 250 feet of water and/or sewer service. When each lot is within 250 feet of water and/or service, that lot may maintain their septic and/or well only until failure of the septic or well. At that time the lot must, if within 250 feet of the sewer and/or water line hook-up to the sewer and/or water, as the case may be, connect to the City utilities at the lot owner's sole expense. After connection to the City Sanitary Sewer System, individual septic fields shall be abandoned by pumping out the tank, knocking in the cover, and filling with dirt or stone in accordance with Health Department regulations. TRAFFIC STUDY A traffic study may be required, and shall include: 1. Levels of service for existing conditions; 2. Levels of service for post-construction conditions; 3. All calculations shall be conducted according to the "Highway Capacity Manual"; 4. Recommendations as to additional/limited access, additional lanes, signalization, etc. • If the City of Yorkville requires a traffic study for a development, that study will be contracted for by the City, and paid for by the developer. The developer shall establish a Traffic Study deposit with the City of Yorkville, in an amount to be deteiuiined by the City Engineer. The City shall return any unused portion of the deposit to the developer upon approval of a Final Plat or Site Plan. If the land use plan of the development changes during the approval process,the developer may be required to make additional deposits to fund re-analysis and revisions to the Traffic Study. The need or requirement for a traffic impact study shall be determined during the concept or preliminary planning stage of the proposed development. The developer/subdivider shall meet with City of Yorkville officials during one of these stages for the purpose of determining the traffic study requirements. When the City of Yorkville requires that a traffic study be prepared based upon the above, the study shall include, but not be limited to, addressing the following issues: INTRODUCTION: A general description of the proposed development, including it's size, location, the political jurisdiction in which the site is located,the boundary limits of the study area, and any other information needed to aide in the review of the development's traffic impacts. PROJECT DESCRIPTION: A description of the existing and proposed land uses of the development. If alternative land uses are being proposed, the highest trip generation uses shall be assigned for each land use. SITE ACCESSIBILITY: A clear and concise description of the proposed ingress/egress points to the proposed development, including a sight distance analysis. S-17 Standard Specifications for improvements EXISTING EXTERNAL ROADWAY NETWORK: A description of the existing external roadway networking the vicinity of the proposed development,to include functional classification, primary traffic control devices, signalized intersections, roadway configurations, geometric features (curves and grades), lane usage, parking regulations, street lighting, driveways servicing sites across from or adjacent to the site, and right-of-way data. The area of influence shall be determined by the traffic generated from the site, the trip distribution of traffic, and the trip assignment of the traffic generated by the development over the surrounding area road network. EXISTING AM, PM, & TOTAL DAILY TRAFFIC VOLUMES: Existing AM, PM, and total daily traffic volumes for access driveways (if existing), intersections, and the roadway network in the site vicinity shall be determined and displayed on a graphic(s)in the final report. To determine AM and PM existing traffic volumes, machine counts and/or manual counts shall be conducted during a three-hour period of the morning, between approximately 6:00 AM to 9:00 AM of an average or typical weekday, and also between approximately 3:00 PM to 6:00 PM, on an average or typical weekday. Peak hour counts may be required on Saturday and/or Sunday, depending on the proposed land use. All AM and PM peak hour counts shall be recorded and summarized in fifteen-minute increments, and be included in the Appendix of the final report. Manual counts shall include vehicle classifications, i.e. passenger cars, single-unit, multi-unit trucks and buses. Traffic counts shall show both entering and exiting traffic at the proposed access points (if existing), in addition to turning and through traffic movements at critical intersections. TRIP GENERATION RATES AND VOLUMES: Trip generation rates and volumes for each type of proposed land use shall be determined for the AM and PM peak hours, and total daily volumes may be required on Saturday and/or Sunday, depending on the proposed land use. The trip generation rates shall be calculated from the latest data available contained in the Institute of Transportation Engineer's "Trip Generation Manual". If trip generation rates for a specific land use are not available from the "Trip Generation Manual", the United City of Yorkville shall approve the substitute rates. SITE-GENERATED TRIP DISTRIBUTION & ASSIGNMENT: The most logically traveled routes in the vicinity of the development shall be used for trip distribution and assignment purposes. The directional distribution of site-generated traffic approaching and departing the development should be shown in both graphic and tabular form. All assumptions used in the determination of distribution and assignment shall be clearly stated. EXISTING, PLUS SITE-GENERATED TRAFFIC VOLUMES: Existing, plus site-generated traffic volumes for the AM and PM peak hours, and total daily traffic for access drives,. intersections, and the roadway network in the site vicinity shall be determined and displayed on a graphic(s) in the final report. Traffic volumes shall show both entering and exiting traffic at the proposed access points, in addition to turning and through traffic movements at critical intersections. FUTURE TRAFFIC (EXISTING, PLUS SITE-GENERATED) VOLUMES: Future traffic (existing, plus site-generated traffic volumes) for the AM and PM peak hours, and the total daily traffic for access drives, intersections, and roadway network in the site vicinity shall be determined and displayed on a graphic(s) in the final report. Projected increases in the external (non site- related)roadway traffic must also be determined. The selection of a horizon year for which traffic operation conditions are to be characterized may be considered as the date full build-out and occupancy is achieved. If the project is a large multi-phased development in which several stages of development activity are planned, a number of horizon years may be required, that correspond to the bringing on line of major development phases. Horizon dates should be times to coincide with major stages of the overall project, or to coincide with increments of area transportation system improvements. S-18 Standard Specifications for Improvements INTERSECTION CAPACITY ANALYSIS: Proposed access driveways and influenced intersections shall be subject to an existing, plus projected, capacity analysis. Projected traffic conditions shall include the effects of any committed developments within the influenced area. The existing and projected levels of service derived from the analysis shall be used to aid in the evaluation of design and operation alternatives of the access driveways and influenced intersections. The capacity analysis shall be in accordance with the techniques described in the most recent edition of the Transportation Research Board's "Highway Capacity Manual", Special Report 209. SIGNALIZATION WARRANTS: If it is anticipated that the development's driveway(s) or existing external non-signalized intersections will satisfy signalization warrants, a warrant analysis shall be conducted, using the projected volumes determined from the trip generation. The results of such an analysis shall be tabulated in the traffic impact study. CONCLUSIONS AND RECOMMENDATIONS: Clear and concise descriptions of the findings shall be presented in the final report. These findings shall include all recommended improvements for access facilities, internal roadways and intersections, and external roadway and intersection improvements. • S-19 Standard Specifications for Improvements DRIVEWAY AND PARKLNG LOT PAVING ALL DRIVEWAYS AND PARKING LOTS SHALL BE PAVED AS PER THE FOLLOWING SPECIFICATIONS: 1. ASPHALT: A. RESIDENTIAL Two-inch I-11 bituminous concrete surface, over eight-inches (minimum) of compacted CA6 limestone or crushed gravel. B. COMMERCIAL/INDUSTRIAL Three-inch I-11 bituminous concrete surface, over ten-inches (minimum) of compacted CA6 limestone or crushed gravel. 2. CONCRETE: A. RESIDENTIAL Six-inch Class X, over six-inches (minimum) of compacted CA6 limestone or crushed gravel. B. COMMERCIAL/INDUSTRIAL Eight-inch Class X, over eight-inches of compacted CA6 limestone or crushed gravel. 3. PAVING BRICK: A. RESIDENTIAL Paving brick over one inch of sand and eight inches of compacted CA6 limestone or crushed gravel. 4. SEALCOAT: A. COMMERCIAL/INDUSTRIAL An A3 seal coat, as defined by the IDOT's Standard Specifications for Road and Bridge Construction, may be allowed on areas behind the building, when used as a temporary surface, not to exceed three years, after which it must be paved to the above specifications. The same base should be ten inches (minimum) of compacted CA6 limestone or crushed gravel. S-20 Standard Specifications for Improvements This Resolution shall be in full force and effect form and after its due passage, approval, and publication, as provided by law. Passed and approved by the Mayor of the United City of Yorkville,Kendall County,Illinois, This day of , 20- . Mayor Passed and approved by the City Council of the United City of Yorkville, Kendall County, Illinois, This day of , 20 Al LEST: City Clerk SEAL RICHARD STICKA WANDA OHARE VALERIE BURR • LARRY KOT MARTY MUNNS PAUL JAMES JOE BESCO _ ROSE SPEARS S-21 Exhibit 2 . NED BY COUNCIL . -SiL-11/ VV01— UNITED CITY OF YORKVILLE PARK AND RECREATION DEPARTMENT PARKS DEPARTMENT PARK DEVELOPMENT STANDARDS June 1, 2003 . 1 TABLE OF CONTENTS I. DEFINITIONS 4 2. OPEN SPACE SYSTEM AND GUIDELINES 5 2.1. CATEGORIES OF OPEN SPACE 5 2.2. LAND / CASH DEDICATION ORDINANCES 7 2.2.1. Areas of NO Credit 7 2.2.2. Full or Partial Credit 8 2.3. PARK DEVELOPMENT TIMELINE and PROCEDURES 8 3. NEIGHBORHOOD PARK IMPROVEMENT STANDARDS 9 3.1. Park Design — Neighborhood park 9 3.2. Timing of Dedication and Acceptance 9 3.3. Utilities 10 3.4. Topsoil 10 3.4.1. General 10 3.4.2. Stockpiling 10 3.5. Grading / Filling 10 3.5.1. Slopes 10 3.5.2. Filling/ Borrow 10 3.5.3. Environmental Precautions/Assessment 11 3.6. Detention / Retention Basins - Storrnwater Management 11 3.6.1. General: 11 • 3.6.2. Retention Basins (Wet Ponds) 11 3.6.3. Detention Basins (Dry Ponds) _ 12 3.6.4. Inlet and grate design 15 • 3.7. Greenways /Wetlands / Floodplain areas 15 3.8. Conservation and Protected Areas 15 3.9. Turf Grass 15 3.9.1. Mulching 15 3.10. Existing Vegetation, new plantings, and landscaping 16 3.10.1. Existing Vegetation 16 3.10.2. New Landscape Material - Planting Standards 16 3.11. Pathways and Trails on Public Property 20 3.12. Playgrounds I Park Improvements 22 June 1. 2003 PARK DEVELOPMENT STANDARDS - Pg. 2 3.13. Maintenance Standards (By Developer) 23 3.13.1. Escrows (Under Legal Consideration) 23 3.13.2. General �3 3.13.3. Turf 23 3.13.4. Plantings ..24 3.13.5. Mesic and Wet mesic areas 24 3.13.6. Playground and Site Improvements 26 I - - June 1, 2003 PARK DEVELOPMENT STANDARDS -Pg.-3 1. DEFINITIONS 1. Standard Specifications: (SSRBC) Whenever reference is made to the "Standard Specifications" it shall be understood to mean the latest issue of the "Standard Specifications for Road and Bridge Construction" and subsequent revisions of the "Supplemental Specifications and Recurring Special Provisions" of the Illinois Department of Transportation. 2. Developer: Refers to and means the individual, corporation, co-partnership or other person or organization who or which has desires to bring a new subdivision or planned unit development within the corporate limits of the United City of Yorkville. 3. Americans with Disabilities Act Refers to the federally mandated Act passed in 1990, and /or State Accessibility guidelines (Section 504), whichever may be more stringent. 4. Buffers: Areas designed to reduce the sound or visual impact on the neighboring community or houses. Buffers can be made by planting of bushes or a mixture of vegetation. 5. Conservation Natural area identified as having-rare plant or animal species, or areas identified within the Parks Open Space Master Plan. This area may include or be identified as a fen, watershed or have historic value needing preservation. 6. Detention (Dry Ponds): Areas designed to hold storm water runoff for a determinate amount of time (typically 48 hours), then drain to a dry condition. 7. Flood Plain: That land adjacent to a body of water with ground surface elevations at or below the base flood or the 100 year frequency flood elevation. The floodplain is also known as the Special Flood Hazard Area (SFHA). 8. Private facilities and parks: Parks or facilities that are secluded from the general population; or owned and controlled by a person or group rather than the public or municipality. 9. Public Open Space: Any publicly owned open area, including but not limited to the following: parks, playgrounds, conservation, trails, greenways, etc. 10. Retention (Wet Ponds) : Areas designed to hold storm water and natural groundwater on a permanent basis. Retention areas are designed with normal and high water levels, and an overflow point for large storms. 11. Public Sidewalk That portion of street or crosswalk way, paved or otherwise surfaced, intended for pedestrian use only. 12. Trail way Is a paved path or connecting paths or walkways with the intent to allow pedestrians or bikes to traverse across the City. 13. Wetlands As defined by the Illinois Department of Natural Resources and/or US Army Corps of Engineers. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 4 2. OPEN SPACE SYSTEM AND GUIDELINES The Northeast Illinois Planning Commission states that "Open space provides more than recreational opportunities; it is land that society needs to conserve as natural, cultural, historic, and agricultural resources. One of the most common misconceptions regarding open space and recreation is that the two tei iris are synonymous. A strong relationship does exist between open space and outdoor recreation but, in most cases, recreation is something separate and distinct from open space." Therefore, a park is open space, but open space is not necessarily a park. 2.1. CATEGORIES OF OPEN SPACE The National Park and Recreation Association (NRPA) has developed six categories of open space that the United City of Yorkville has simplified into three recognized categories. They are: A. ENVIRONMENTAL CAPACITY - protects natural and or cultural resources from development B. SHAPING CAPACITY- provides relief from extensive urbanization and promote the integration of neighborhoods. City, county, state, and federal planning agencies usually define this land as "land that shapes a community and is reflected in greenbelts, county forest preserves, state, and national parks." This category is also reflected in local ordinances stipulating density formulas and open space requirements for subdivisions. C. RECREATIONAL CAPACITY- provides space for single or multiple, active and passive recreation activities The United City of Yorkville has determined that acquisition and development of land meeting the recreational and environmental requirements of its residents is its role in the fabric of the Community.These functions are subdivided into both local and regional classifications. The Kendall County Forest Preserve provides these functions to the regional area. The Parks Department's responsibilities pertain to the local classifications, which are: A. RECREATIONAL CAPACITY - Local Classifications 1. Mini-Parks —The mini-park is used to serve isolated or limited recreational needs. Mini-parks are often tot lots, created to serve a resident population too distant from a community park, or in an area with high density populations. The mini-park is approximately 1 acre in size. Development is usually limited, requiring no parking or extensive site work. Examples of-mini-parks in Yorkville are Purcell Park, and Cobb Park. 2. Neighborhood Parks -The neighborhood park is sized between 2 to 15 acres. Is intended as a supplement to or substitute for a play lot where population density, geographic barriers or distance preclude easy access. Examples of such facilities include play apparatus areas for pre-school and elementary children, hard surface areas for hopscotch, shuffleboard, tetherball, four-square and court games for basketball, volleyball, badminton, etc., and open play areas for softball, football, soccer, and winter sports. The concept of development emphasizes spontaneous rather than higher organized play. The playground should be easily accessible to pedestrian use. Neighborhood parks may be combined with school sites. Although any classification of park can be combined with a school, the age of users makes it preferable that neighborhood parks and elementary schools are the most desirable combination. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 5 Examples of neighborhood parks in Yorkville are Sleezer Park, Town Square and Prairie Park. 3. Athletic Parks —These are more commonly associated with Junior High Schools, where the advantage of multiple athletic fields for public as well as school use comes to play. The facilities should represent the functional needs of each agency, with the intent of satisfying one or more of the following requirements: (1) to avoid duplication of land and facilities unless existing facilities are over utilized: (2) coordination of services, and (3) to diminish capital expenditures and needs of each agency. Development should be similar to the neighborhood park. 4. Community Parks -The community park is sized between 7 and 40 acres, and development is intended for people of all ages. It is preferred; that the park be centrally located and serve at least four neighborhoods. Amenities found in a neighborhood park are included, supplemented by large open spaces for athletic games and organized sports. Internal walk patterns are desirable to connect the various functions, as well as providing pedestrian and bicycle paths. Adequate off- street parking should be provided in accordance with functions constructed. It should be accessible by motorized and non-motorized traffic. The classification may also serve as a neighborhood park facility for the area in which it is located. 5. Sports Complex -The sports complex is sized between 16 — 75 acres. It is developed to meet the needs of specific users groups and local athletic associations - for practice, team, and tournament play. These sites have adequate parking and are located on good traffic routes. They may also be located to take advantage of bicycle and pedestrian trail systems. Fields should be as multipurpose as possible, so a wide variety of flexibility can be maintained. Due to the ambient noise, traffic, and lights, sports complexes are not recommended to be located in the center of residential areas— in fact, sports complexes should be the solution to the typical problems of using neighborhood parks for competitive athletics. It is best to allow for additional space when acquiring sports complex space, as needs and trends are subject to constant change. An example of a sports complex park is Beecher Park. 6. Special Use Parks - Special use parks are intended for single interest activities and are large enough to accommodate the demand, therefore size can vary from 1 to 50 acres. They may be separate from, or a part of all park classifications; or a previous classification type may be a part of a special use park. Examples are tennis centers, outdoor education centers, museums, conservatories, golf course, children's farm, sports complexes, skate parks, splash / spray parks, swimming pool/aquatic centers, etc. Since users are going to come from a distance, the site should be near major vehicular access routes and bike trails. B. ENVIRONMENTAL CAPACITY - Local Classification Natural Resource Park (Linear Greenways /Trail systems) - The Natural Resource Park (or area) is utilized as a buffer zone, watershed, or conservation area and affords a passive appearance with managed natural habitats and plant ecosystems. These areas can be used to protect fragile or rare ecosystems. Sizes range most often range between 20 to 99 acres. Smaller areas may prove useful in special situations. Often these areas require skilled management to maintain sustainability and preserve healthy biodiversity of plant life. When utilized as a linear greenbelt and /or trail corridor, natural areas can serve as environmental bridges, supporting the movement of wildlife between other larger areas. When combined with public use areas, greenbelts are usually lined with June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 6 maintained turf areas, and development can include open play areas, pedestrian and bicycle paths, park benches, picnic and rest areas, and water oriented facilities. It is quite common to see detention / retention ponds included in these areas. In instances where this classification of park is flood prone, construction of permanent structures is discouraged. The public use infrastructure should remain supplementary to the functional classification of lands described. Other functions of a natural resource park may include: 1. Conservation of local resources, such as streams, wetland habitats, and forests. 2. Preservation of environmental and / or historic resources in conjunction with local historic preseryation agencies. 2.2. LAND/CASH DEDICATION ORDINANCES The United City of Yorkville Land Dedication Ordinance requires 10 acres per 1,000 population be donated for parks as part of the subdivision / planned unit development approval process. The contribution of land /cash is in accordance with the City Land/Cash Ordinance. It is for these stipulated acres that the following standards have been developed. These standards will also act as guidelines for land donated to satisfy other functions of open space. "The ultimate population density to be generated by a subdivision or planned unit development shall bear directly on the amount of land required to be dedicated for park and recreation sites. The acreage of land dedication requirement shall be determined by obtaining the total population of the development times 10 acres per 1,000 population. Total population is determined by applying the estimated ultimate population per dwelling unit table to the number of respective units in the development Each single family home will be calculated to have four bedrooms; Duplex unit will be calculated as 50% two bedroom units and 50% three bedroom units; Town home and apartments will be calculated with two bedrooms". When available land is inappropriate for park, or recreational use, the City shall require a cash contribution in lieu of the land dedication. This is based on the land cash calculation and the value per acre of the land based on the "Fair market value". In cases approved by the Park and Recreation Board, the contribution of Land Cash can be a mixture of 50% land 50% cash, or other agreed upon contribution mixes. A developer may donate the land and cash for park development upfront to have the construction of the park expedited. Otherwise, a 50% build-out standard for the subdivision may be set in place for park development. 2.2.1. Areas of NO Credit 1. No credit for exclusively private facilities & parks. 2. No credit for retention or detention areas, measured at the top of the bank. 3. No credit for lands located within the 100 year floodplain. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 7 2.2.2. Full or Partial Credit Credit may be received for active wet areas (Lakes, rivers, creeks) historical areas, conservation area or other areas, that are identified to have recreational or conservation value. This will be considered on a case-by-case basis. Studies may be required to verify historical and/or conservation areas. Credit will be given for trail ways that are identified as infrastructure or connecting trails to a regional trailway system. Partial credit may be given for undeveloped trailways. Full credit may be given to land donations that are usable and or classified as developable for use for the general public. 2.3. PARK DEVELOPMENT TIMELINE and PROCEDURES The Park and Recreation Board and staff will plan the development of the park and/open land site with the following guidelines whenever possible. — 1. Based on the established land cash ordinance a developer will make a donation of park land to. the United City of Yorkville Park and Recreation Department for future use and development. 2. The Park and Recreation Board and staff will project park utilization and design in conjunction with the Parks Open Space Master plans established needs and determine priority and fiscal needs. 3. Annually the staff will recommend budget projections for park development based on available fiscal resources 4. A concept plan will be developed by the park planner or United City of Yorkville Staff indicating park design and preliminary cost projections. 5. Whenever possible, a public meeting inviting residents for the surrounding subdivision and area to the location site for input. 6. A finalize concept plan and cost projections will be developed and submitted to the Park Board for approval and recommendations to the City Council for development. 7. Timeline is established for project management. 8. Project/ Park plan completed. There may be occasions when a developer provides development support in advance to a subdivision being built which may require these procedures to be adjusted or altered. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 8 3. NEIGHBORHOOD PARK IMPROVEMENT STANDARDS 3.1. Park Design— Neighborhood park • The following criteria are considered desirable traits for a park to be acceptable to the United City of Yorkville: 1. Size: Park sizes shall range between 2 to 15 acres; meet the requirements of the Park Master Plan, and the approval of the Park Board. 2. Location: Located close to the geographic center of the population served, or as approved by the Park Board. 3. Combined with an elementary school when possible. 4. Service Area: Approximately within Y mile of pedestrian barrier-free walking distance to the site from the residential area it serves. A pedestrian barrier is defined as: • Any street presently classified or planned by the United City of Yorkville, Kendall County, or State of Illinois a major arterial street or highway; • Any street with speed limits over 30 miles per hour, • Collector streets with an average daily traffic count exceeding 3500 cars, and stop signs or stop lights further apart than V mile; • Railroad tracks; • Natural barriers; 1 • Land use barriers 5. Dimensions: Parks shall have a minimum dimension of 450 feet on all sides. ry 6. Street Frontage: Street frontage shall be the full length of the park on two of its sides. Said streets shall be local or collector streets within the neighborhood. Additional access ways provided shall be a minimum of forty feet in width. Where a school site is adjacent to a park • site the school site can be considered as one of the two required street frontages. Reasons for street frontage include: • Enhanced security and visibility • On-street parking availability • Encourages users to access the park through trail or sidewalk connections • Encourages neighborhood to take ownership and responsibility for their park. { 7. Adjoining Developments: Whenever possible, the dedicated parcel shall be combined with dedications from adjoining developments. 3.2. Timing of Dedication and Acceptance l _ . 1. The Parks Department encourages, whenever possible, that at the time rough grading and placement of topsoil is completed on the first residential structure of a particular unit development, the park site(s) shall also be completed, ready for grading and/ or sodding. All requirements stated herein for acceptance of the site shall be completed to the satisfaction of the Parks Department In cases of more than one park site, or linear parkways, the developer shall determine a schedule of completion with the approval of the City. The Parks Department will verify that all requirements have been met and the site is ready for turf. Final acceptance of the site is determinate on the condition of the turf as stated herein these requirements Section 3.9. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 9 2. Boundaries: The developer shall be required to install permanent metal boundary markers at each corner of the park site. Markers shall be of typical federal style aluminum marker 4" in diameter that can be placed on top of a re-bar. 3. The Parks Department has the option to require conveyance of areas designated to be maintained in a natural state prior to commencement of any site work. A separate site- specific plat of conveyance shall be prepared and submitted prior to issuance of any permits. The developer is responsible for securing all areas to be conveyed in a natural state with temporary fencing from the time the areas are platted to conveyance of the remainder of the site. 4. Environmental Assessment: For all lands to be dedicated to the City, the developer shall provide a minimum of a Phase 1 Environmental Assessment, produced by a recognized consultant. This assessment shall check for hidden, or unknown environmental factors including, but not limited to, buried.or contaminated soils and aquifers, underground storage tanks, and dump sites. 3.3. Utilities Unless otherwise authorized by the Parks Department, each park site shall be fully improved with water, sanitary sewer, storm sewer, and electric service. At the time of installation of public improvements in the subdivision or planned unit development, the developer shall install the above-mentioned utilities for the park site in accordance with the city approved engineering plans. If the park site also functions as a storm water control facility, then the drainage structures and erosion protection shall be installed during rough grading. The site shall be free of all private gardens, woodpiles, swing sets, sump pump discharge pipes, and other items that give the impression that a portion of the site is part of the adjacent property. No sump pumps shall discharge directly onto the site. They may be connected to a catch basin on the site if approved by local authorities and the United City of Yorkville. 3.4. Topsoil 3.4.1. General Topsoil shall be spread in all lawn areas to a minimum compacted depth of six (6") inches. Topsoil shall be friable, loamy mixture surface soil. It shall not be extremely acid or alkaline nor contain toxic substances harmful to plant growth. It shall be of uniform color and texture. Topsoil shall be free from large roots, sticks, weeds, brush, subsoil, clay lumps, stones larger than one (1") inch in diameter, and other litter and extraneous matter undesirable to plant growth. 3.4.2. Stockpiling Contractor shall not stockpile any topsoil or other soil materials on the park site without written authorization from the Parks Department. 3.5. Grading/Filling 3.5.1. Slopes All lawn areas shall maintain a minimum slope of 2.0%, or 2 feet in 100 feet, and a maximum slope of 4%, or 4 foot in 100 feet. The developer shall submit grading plans to the Parks Department for approval prior to beginning construction. 3.5.2. Filling / Borrow There shall be absolutely no burying permitted of site debris, construction debris or rubbish, or any other extraneous matter on the park site(s). Areas to receive approved fill shall receive clean fill, June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 10 free of large boulders, concrete, or other debris. The park site may not be used as a borrow pit. 3.5.3. Environmental Precautions I Assessment For all lands to be dedicated to the City, the Developer shall provide a minimum of a Phase 1 Environmental Assessment, produced by a recognized consultant. This assessment shall check for hidden, or unknown environmental factors including, but not limited to, buried or contaminated soils and aquifers, underground storage tanks, and dump sites. At all times during construction, the Developer shall take appropriate precautions and prevent the discharge and /or dumping of hazardous wastes, liquid or solid, from his or other's operations on any sites within the development, including those to be dedicated to the City. Police and local Fire Departments shall be notified of any temporary storage of hazardous materials during construction. 3.6. Detention/Retention Basins - Storm water Management 3.6.1. General: 1. It is not the practice or desire of the Parks Department to accept retention / detention facilities as part of a neighborhood park. Special consideration may be given for acceptance of detention / retention ponds if they are adjacent to other park areas and meet usability criteria at the discretion of the Board. This may include, but not be limited to, safe access, fishing, incorporated trail systems, overlooks, or natural habitats. At no time shall the Parks Department accept said basins alone or for stormwater management purposes alone. 2. Should detention or retention ponds be part of the local donation, they shall meet the following requirements. a. Construction shall be in accordance with engineering drawings approved by the City and shall meet all applicable Parks Department standards. b. Changes to the plans including, but not limited to, percent of slope, grading, depth of top soil, location of structures or any other improvements shall not be implemented unless first approved in writing by the Parks Department. c. Comply with state statute regarding distance from ROW's. 3.6.2. Retention Basins (Wet Ponds) 1. Design Standard — Retention ponds shall be designed to facilitate a low degree of maintenance and reduce potential hazards for users and maintenance staff. 2. Shape— Pond configuration shall be natural in appearance featuring varying slopes running down to the shoreline. Shoreline shall undulate at varying degrees around the pond perimeter. Provisions in the plans for configuration of a pond shall allow for access for dredging, grate maintenance, and accommodation of maintenance considerations. The Parks Department and developer shall jointly determine final shoreline configuration. 3. Size—the ponds shall be no smaller than two (2) acres. 4. Depth —These areas are designed to a minimum depth below normal water levels of 6 feet. If fish are to be maintained, 25% of the pond shall be a minimum depth of 12 feet. These areas must have a safety shelf 5' - 10' feet in width at a depth of 2 feet below the normal water elevation. The slope to the bottom of the pond beyond the safety shelf shall be 2:1 and the slope up from the safety shelf to the normal water level shall be a maximum of 3:1. (Subdivision control ordinance 2000-2, dated 3-9-00) June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 11 5. Bank Stabilization — Protection against erosion and water level fluctuations is required. Stabilization shall be provided through one of the following means: a) Complete establishment of perennial ground cover, water tolerant grasses, or natural vegetation to the approval of the City; b) Construction of retaining walls; or c) Use of rip-rap underlain by gravel and filter fabric. The use of rip-rap and retaining walls as a sole means of shoreline protection will not be permitted. 6. Sedimentation — . All storm water inlet points must have calculated desilting basins below the required 6 feet depth. Desilting basin volume shall be 500 ft3/ acre of tributary impervious area. Developer shall provide engineering plans, estimating probable quantities of sediment from the watershed at five-year intervals for a 25 year period. The Developer shall construct sediment basins to handle the aforementioned sediment. A cleaning/dredging plan shall also be included. The City shall approve all engineering and installation. Existing Public Ordinances and annexation agreements shall regulate all additional storm water design considerations and management. 7. Aquatic Plantings—Shoreline areas selected for the planting of aquatic and emerging aquatic vegetation, slope requirements shall be appropriate to ensure healthy growth and development of the specified vegetation type. 8. Shoreline Slopes (Above Water)—An area six feet wide and around the perimeter of the pond shall slope towards the pond at the rate of 2 to 5%. No slope beyond the six-foot strip shall exceed a 5:1 slope (20%). 9. Buffers— In areas where a pedestrian / bicycle trail occurs between the property line and a pond, there shall be a minimum 50' wide buffer between the property line and the high-water level line. The 50' wide buffer will be broken down into a minimum 20' wide area between property line and outside edge of the path, and a minimum 12' wide area between the inside • edge of path and the high-water level line. In areas where there are no paths between the property line and a pond, there shall be a minimum 30' wide buffer between the property line and the high-water level line. 10. Aeration— Developers shall incorporate aeration systems into all retention basins that do not incorporate a constant flow of water. The City shall approve ail engineering and installation. Developers are encouraged to incorporate aeration in all other retention basins toimprove water quality and provide desirable aesthetics. 3.6.3. Detention Basins (Dry Ponds) 1. Requirements for detention basins shall satisfy design criteria as set forth in the Grading Section of these Standards. The major consideration is the dual use of detention and recreation. In order to facilitate review of park areas, the proposed outline of the detention at the one-year, 10-year, and 100-year high water line shall be illustrated on the preliminary plan or the P.U.D. plat. 2. Buffers—The buffers shall be the same as those mentioned under Retention Basins (Ponds) above. June 1. 2003 PARK DEVELOPMENT STANDARDS - Pg. 12 3. Design -These areas are designed with a 2 year low flow underdrain system so that ponding beyond the storage does not occur and that a good stand of grass can be maintained. The pond bottom slope shall be a minimum of 2% except that a 0% slope will be allowed directly over the underdrain pipes. All incoming and outgoing conduits shall have concrete flared end section or poured in place headwall with grates. 2 foot inlets can be placed over the low flow pipe. The maximum water depth below the HWL shall be 4 feet. . 1 _ June 1, 2003 PARK DEVELOPMENT STANDARDS- Pg. 13 -� — IGH /I �TFR ;0000waismakaitsk.„ .",\c,,z, / —I\ / l / ki.. gEMUM �j \ 12'MINIMUM qm 50'.BUFFER(PATH OCCURS) # 30'BUFFER(NO PATH) +� \ _z } J \ • 5'WIDE AREA WITH 2-5%SLOPE w 0 \ Nia LU 0_ Ei VARYING SLOPES 1.5%-20%(5:1) a / 0 ac / ' UNDULATING SHORELINE / I k, POND 2 ACRE MIN. / ■3 \It*Naimaceal / PATHWAY THE STANDARDS FOR DETENTION PONDS SHALL BE THE SAME AS THOSE FOR RETENTION AREAS,WITH THE BOTTOM OF THE DETENTION AREAS MAINTAINING A POSITIVE SLOPE OF 2%MINIMUM. __0RETENTION/DETENTION PONDS N.T.S. PARK DEVELOPMENT STANDARDS - Pg. 14 3.6.4. Inlet and grate design 1. All grates for drainage inlets shall be bicycle safe and accessible per the ADA when placed in walkways or drives. 2. All trash covers for storm inlets shall have a maximum opening of 3.5" square to prevent head entrapment. All grates on drain culverts and pipe inlets and outlets shall be bolted in place. 3.7. Greenways/Wetlands/Floodplain areas For areas of natural habitat re-establishment or enhancement, the Developer shall submit complete installation and maintenance plans to the City prior to acceptance of the development plat. 3.8. Conservation and Protected Areas For areas to be dedicated, an environmental study including a topographic map shall be completed by the developer identifying the endangered and protected areas, summary of floristic quality, wetland, and floodplain maps and inventory of wildlife, vegetation, and habitats. Watershed areas shall be identified with recommendations for management All studies shall be completed prior to the land dedication. Developer shall comply with Wetland Ordinance. 3.9. Turf Grass Developers shall install turf grass in agreement with the Parks Department This work shall occur after the placement of all topsoil, fine grading, and installation of sidewalks, pathways, and plant material. All park access points of 100 ft width or less shall be sodded. Sodding procedures shall be in compliance with all Parks Department regulations regarding sodding and watering practices. The seed shall be a premixed Bluegrass / Ryegrass mixture approved by the Parks Department The mixture shall be by weight a 70% mixture of 3 Kentucky Bluegrasses (equal percentages) and a 30% mixture of 3 perennial Ryegrasses (equal percentages). The mixture shall be sown at the rate of 220 lbs. per acre. All seed shall be certified 98% purity and 80% germination. Prior to seeding, all lawn areas shall be fertilized with an approved starter fertilizer at an approved rate. The fertilizer shall be cultivated into the top three inches of the topsoil. The seeding season in the spring shall be April 1 to May 15. The fall season shall be August 15 — October 1. The developer shall reseed all areas that do not germinate and repair all eroded areas and reseed them until 90°%o germination has taken place. All other aspects of maintenance will be done by the Parks Department 3.9.1. Mulching The seeded areas shall be mulched as follows: 1. Seeding areas designated to receive erosion control blanket shall be covered with biodegradable seed blanket as specified. All seeded areas of slopes steeper than 4:1, the bottom of swales and around drainage structures, should be mulched with erosion control blanket the same day as seeded. PARK nFVFI OPMENT STANDARDS - Pg. 15 a. The blanket shall be laid out flat, evenly and smoothly, without stretching the material. The blankets shall be placed to that the netting is on the top and the fibers are in contact with the soil. b. For placement in ditches, the blankets shall be applied in the direction of the flow of the water and butted snugly against each other. The blankets shall be stapled in place, using 4 staples across the upstream end at the start of each roll and placing staples on 4 foot centers along each side. A common row of staples shall be used along seams of adjoining blankets. All seams shall overlay at least 2 inches. c. On slopes, the blankets shall be applied either horizontally or vertically to the contour and stapled in place similar to ditch applications except that the staple space interval shall be 6 feet. 2. Seeding areas incorporating an annual temporary mix do not require mulching. 3. Turfgrass seeding areas shall be mulched-in accordance with the 'Standard Specifications'. Contractor is responsible for obtaining all water for the work. 4. All seeded areas less than 4:1 slope should be mulched within twenty-four (24) hours of seeding using straw with tackifier or hydraulic mulch. Straw— Rate: 2 tons (4000 lbs.) per acre Mulch binder for straw— 40 lbs. per acre Hydraulic mulch —2000 lbs. mulch : minimum 2000 gal. water per acre 3.10. Existing Vegetation, new plantings. and landscaping 3.10.1. Existing Vegetation Existing vegetation including, but not limited to, trees, shrubs, grasses, and wildflowers shall be protected during the construction process if determined by the Parks Department to be preserved. Development plans shall include methods of protecting such vegetation during the developer's construction process. 3.10.2. New Landscape Material - Planting Standards 3.10.2.1. Minimum Size/Quality — • All landscape material shall meet the standards of the American Nurseryman's Association. Trees planted in parks shall be a minimum size of: - SHADE 2.5 inch caliper BB INTERMEDIATE 1.5 inch caliper BB EVERGREEN 6 foot high BB All landscape material shall be subject to Parks Department inspection at the source of origin. June 1. 2003 PARK DEVELOPMENT STANDARDS - Pg. 16 1 3.10.2.2. Planting Season Regardless of calendar date, trees must..be dormant at the time they arrive at the site of.the work or storage site. If trees are dug in-season, they must be properly watered and sheltered until the time of planting. Spring Planting: This work shall be performed from the time the soil can be worked until the plan, under field conditions, is not dormant except that Evergreen planting shall terminate on June 1. Fall Planting: This work shall be performed from the time the plant becomes dormant until the ground cannot be satisfactorily worked except that evergreen planting shall be performed between September 1 and November 1. 3.10.2.3. Excavation of Plant Holes The sides of all plant holes shall be angled at approximately 45 degrees. All plant holes shall be dug in such a manner that the inside surfaces of the hole shall be in a loose friable condition prior to planting. Glazed or compacted sides will not be permitted. The equipment used to dig the plant holes must be approved by the Parks Department. Plant holes shall be twice the diameter of the root ball. The root ball shall set on compacted, undisturbed earth. On slopes, the depth of excavation will be measured at the center of the hole. 3.10.2.4. Planting Procedures Backfill may be excavated topsoil. The backfill shall, at the time of planting, be in a loose, friable condition. All plants shall be placed in a plumb position and set at the same depth as they grew in the nursery field. Backfill shall be placed around the root system. Tamping or watering shall accompany the backfilling operation to eliminate air pockets. Set the base of the tree trunk two inches above the surrounding soil. A thorough watering of trees, with a method approved by the Parks Department shall follow the • backfilling operation. This watering shall completely saturate the backfill and be performed during the same day of planting. After the ground settles, as a result of the watering, additional backfill shall be placed to match the level of the finished grade. Approved watering equipment shall be at the site of the work and in operational condition prior to starting the planting operation. Balled and Burlapped ! Basketed Plants: After the plant is placed in the hole, all cords and burlap, or the complete basket, shall be cut away from the top one half of the balls. A circular water saucer shall be constructed around each individual plant to the satisfaction of the Parks Department. • l - June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 17 n A ov r \f I npMPMT STANDARDS - Pg. 18 1.1 1 • 1 - • priPV nFVFI nPMFNT STANDARDS - Pg. 19 3.10.2.5. Mulching I Wrapping Immediately after watering, plants shall be mulched. A layer of wood chips shall be used to cover the circular water saucer to a depth of four (4) inches when settled. All mulching shall be kept in a minimum of 6" from the trunk of all trees and shrubs. Immediately after planting, trunks of all deciduous trees shall be wrapped spirally from the ground to the lowest major branch (after pruning) overlapping the wrap at least one third (1/3) of its width. Trees shall not remain wrapped during the summer months. 3.10.2.6. Pruning Procedures Qualified personnel, experienced in horticultural practices and operations, shall perform all pruning. The method and location of pruning and the percentage of growth to be removed shall meet the approval of the Parks Department All pruning shall be done with sharp tools in accordance with the best horticultural practices. The ends of all broken and damaged roots of/4 inch or larger shall be pruned with a clean cut, removing only the injured portion. All broken branches, stubs, and improper cuts of former pruning shall be removed. Pruning shall consist of thinning the twigs or branches as dictated by the habit of growth and the various types of the trees to be pruned, and as directed by the Parks Department. The leader and terminal buds shall not be cut unless directed by the owner. Evergreens: Evergreens shall not be pruned except to remove broken branches. 3.11. Pathways and Trails on Public Property Where pathways are required, they shall be constructed of concrete, bituminous asphalt, or • limestone screenings to the satisfaction of the Parks Department. The concrete pathways shall consist of a 5" thick layer of concrete resting upon a 2" thick (min.) aggregate base course. The bituminous asphalt pathways shall consist of a minimum 8" thick aggregate base course, and 2" thick bituminous surface course. The limestone screenings pathways shall consist of a minimum 6" thick aggregate base course and a 2" thick limestone screenings surface course. Other requirements and improvements may be.required based on the location and needs of the site. The minimum widths of pathways shall be as follows: o Pedestrian 5' (concrete) 6' (bituminous asphalt or limestone screenings) o Normal Traffic Pedestrian and Bicycle 8' (bituminous asphalt or limestone screenings) o High Traffic Pedestrian and Bicycle 10' (bituminous asphalt) The 8' and 10' pathways shall have minimum radii on turns and curves that will support a pickup truck without leaving the pavement. All trails expected to receive federal funding must be designed to AASHTO standards. The 8' wide and 10' wide paved pathways shall have 12" wide aggregate shoulders. A minimum of 2 feet wide level graded shoulder with grass is required on each side for clearance. M i To meet accessibility standards, pathways may not have longitudinal slopes greater than 5% or cross slopes greater than 2% unless there is a secondary access route that provides access to the area or facility. A grade of 5% should not be longer than B00 feet 1 S CONCRETE PAVING 2'AGGREGATE BASE COURSE(MIN.) WELL COMPACTED SUBSOIL FREE OF TOPSOIL \ .. .. "ailliglinglM..... n�N/.rrr.�r�e.in_ .�N��.•a.mo7e.t�tin._.rt►a l `N.\%�\/j/�.\,, v CONCRETE 1 C \ REQUIRED AGGREGATE SHOULDER II Z"CLASS I BmJMINOUS SURFACE COURSE 5"AGGREGATE BASE COURSE WFI I COMPACTED SUBSOIL FREE OF TOPSOIL 5 OZ GEOTEXTILE FABRIC VARIE IMO // ;��� 1I./II�I/O t��� ////`/2'moi/%`/i\\/\\/\\/\\/`�\//\�\i����/��� BITUMINOUS ASPHALT 1 2 LIMESTONE SCREENINGS 1 AGGREGATE BASE COURSE WELL COMPACTED SUBSOIL FREE OF TOPSOIL 1 H 7.SMml1ir/.S1/1.ii.-14461imiI5fIwysegri,ii \ \/\i iTii�\\iiiTsi\\/ \\ \j/ / ///jj//// LIMESTONE SCREENING \\\/i/\\/\\� 1 SIDEWALK / TRAIL SECTIONS N.T.S. 1 • 3.12. Playgrounds/Park Improvements 1. Should the Developer desire to install a playground or other park improvements on behalf of the City with the City's approval, the City shall approve all plans and construction methods to be used, including, but not limited to, equipment, materials, grading, and drainage. 2. Playgrounds shall be designed with accessible curbing, concrete retaining curb, and surfacing as shown on the following detail. _#4 REINF.BARS WISLIP DOWELS AT EXPAN.JT. 5'THICK CONCRE 1/ Z'THICK COMPACTED GRANULAR BASE(MIN.) ELL COMPACTED SUBSOIL FREE OF TOPSOIL CONTROL JOINT Zr; LAYER OF ENGINEERED WOOD FIBERS 4"LAYER OF ROUNDED WASHED GRAVEL FILTER FABRIC t6 IWffii . • /'/ E� .M„rt:.�.�'r�.�:/.0:�'..•:�7w:�.rs�%� g:.�..� .cam /�/ Si t ! I �'"llud "Jr..!�;%��..gri'��• iii,. \ \ \ Y IP m�1ws.1 %at!r_M�1!JMyp����rwasi�5.i.�..�. av ", ,,./„. „,„, , /:„...-ivi .„-, \\/� 4-PERFERATED DRAIN TILE TRANSITION EDGE RETAINING CURB -C PLAYGROUND DETAILS N.T.S. PARK DEVELOPMENT STANDARDS - Pg. 22 3.13. Maintenance Standards (By Developer) The developer shall maintain the park site until all improvements and requirements specified in this document are completed, turf is fully established, and the United City of Yorkville formally accepts the site. Maintenance of the park site shall include the following until the conveyance process is fully complete. 3.13.1. Escrows (Under Legal Consideration) The Parks Department, in no circumstance, shall be responsible for the maintenance and repair of storm drainage structures, pipe, other appurtenances, or shoreline degradation. These • responsibilities shall be left to the developer, or homeowners association. See the following suggested language: 1. In order to assist the future Homeowner's Association with maintaining the on-stream storm water detention system, the Developer shall establish and fund a cash reserve for said work in the amount of$ prior to conveying said system to the Association and/or Parks Department. 2. Owners and Developers agree to the Municipality enacting a dormant Special Service Area (SSA) to act as a back up in the event that the Homeowner's Association fails to maintain the private common areas, private detention ponds, perimeter landscaping features, and entrance signage within the Subject Property. 3. In other cases, the Developer shall escrow an amount equal to one year of projected maintenance costs. This amount shall be agreed upon by the City. Escrows shall • automatically renew each year until the park site(s) are accepted by the City. 3.13.2. General • 1. All rubbish and debris including, but not limited to, old tires, construction material, fencing, tree houses, trash, and other material not desired by the Parks Department, shall be removed from the site prior to conveyance. 2. Until such time as the United City of Yorkville has accepted the park site, the City shall not be held liable for any damages that may occur on such a park site, and shall be held free and harmless from any and all claims that may be submitted. Upon formal acceptance of the park site improvements by the Parks Department, the Parks Department will assume maintenance of the park site. 3. All storm water structures shall include proper grates and covers to protect the public and shall be maintained free of debris to ensure unrestricted flow of storm water runoff. 3.13.3. Turf 1. Turf shall be mowed at regular intervals and shall not exceed 4.5 inches in height. 2. Areas of erosion, including but not limited to swales, slopes and around storm structures shall be repaired/restored in accordance with grading and seeding requirements. All areas within 10 feet of on-site structures shall be sodded rather than seeded for erosion control purposes. Full establishment of turf is required before acceptance. 3. In cases where existing trees and shrubbery are present on the site, deadwood and undesirable trees or thinning of dense growth shall be removed prior to conveyance. This may include branches or entire trees and shrubs. All stumps shall be ground to 12 inches below grade, backfilled and restored in accordance with grading and seeding requirements. nnoU rThc\ici ( DM .JT CTONnARDS - Pu. 23 4. Fully established turf is defined as ninety percent (90%) free of weeds and bare spots, vigorously growing, and containing a well established root system with multiple blades per plant. 3.13.4. Plantings 1. Maintenance shall begin immediately after the planting is completed and shall continue until final inspection and acceptance. Maintenance of new plantings shall consist of weeding, watering, mulching, spraying, resetting plants to proper grades or upright position, repair of water saucers or other work that is necessary to maintain the health and satisfactory appearance of the plantings. • 2. Watering: Additional watering, up to 50 gallons per tree, shall be performed at least once within every thirty(30) days during the months of May through October. The schedule for watering within the thirty (30) day increment will be determined by the Parks Department. Should excessive moisture conditions prevail, the owner may delete any or all of the additional watering cycles or any part of said cycles. The contractor shall not be relieved in any way • from the responsibility for unsatisfactory plants due to the amount of supplemental watering. 3. Weeding: Weeds and grass growth shall be removed from within the earthen saucer of individual trees and from the area within the periphery of the mulched plant beds. This weeding shall be performed at least once during the months of May through October. The Parks Department will determine the weeding schedule. The contractor shall not be relieved in any way from the responsibility for unsatisfactory plants due to the extent of weeding. 4. The contractor shall guarantee all plant material for a period of one (1)-year from the date the plants are accepted by the Park Board. 5. All plant material, which dies within thirty (30) days after being planted, shall be replaced immediately and be considered as part of the original planting and subject to the guarantee period of one (1)year. Should the plant not be installed until a later date, the guarantee period shall take effect from the date of planting. • 3.13.5. Mesic and Wet mesic areas After the initial mesic/wet-mesic seeding work is completed and all initial work has been completed satisfactorily according to the specifications, the following establishment and maintenance work shall be performed by the Contractor for a period of (3) years as outlined below: Maintenance, including watering, mowing, herbicide application and burning will be required to assist the mesic/wet-mesic vegetation in growth and reduce the competition of weeds until all mesic/wet-mesic seeding has established and matured and been accepted by the owner. a. First Year 1. Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application"and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed because of overspray and the drifting down of herbicide killing the mesic/wet- mesic species below the weeds.) n ote 1.-1 %/P nPMFNT STANDARDS -Pa. 24 b. When the mesic/wet-mesic vegetation reaches the height of twelve (12") inches, the Contractor shall mow it to a height of six (6") inches. No more than two mowings per season is necessary. (Mowing the site helps to control weeds and allows mesic/wet-mesic plants to compete. 2. Species Enrichment a. Overseed thin, bare, or weedy areas with the appropriate seed mix per seeding dates as specified. b. Plant herbaceous plugs for greater impact(optional). b. Second Year 1. Controlled Burn • a. Prepare and obtain a controlled burn permit from the TEPA in January. b. Conduct controlled burn in early spring. (Burning is necessary to reduce the non-native weeds while promoting the desired mesic/wet-mesic species.) Weather conditions may necessitate schedule changes. Such changes shall require owner approval. c. Review site and mow areas that did not burn. 2. Species Enrichment a. Overseed thin, bare, or weedy areas per seeding dates as specified. b. Plant herbaceous plugs for greater impact (optional). 3. Weed Control Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed.) a. When the mesic/wet-mesic vegetation reaches the height of twenty-four (24") inches, the Contractor shall mow it to a height of twelve (12") inches. Only one mowing per year is necessary. e. Third Year 1. Controlled Burn a. Prepare and obtain a controlled burn permit from the TEPA in January. b. Conduct controlled burn in early spring. Weather conditions may necessitate schedule changes. Such changes shall require owner approval. { c. Review site and mow areas that did not burn. 2. Species Enrichment 1 a. Overseed thin, bare or weedy areas per seeding dates as specified. b. Plant herbaceous plugs for greater impact(optional). 3. Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed.) b. When the mesic/wet-mesic vegetation reaches the height of twenty-four (24") inches, the Contractor shall mow it to a height of twelve (12") inches. Only one mowing per year is necessary. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 25 3.13.6. Playground and Site Improvements Until acceptance by the Park Board, the Developer shall maintain any park improvements in a safe and clean condition, including inspections for dangerous objects, vandalism, and wear and tear. • June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 26 • APPENDICES Yorkville Land Donation Ordinance 1 CNnnn CL1T CTA KInA anc _ Pn 77 UNITED CITY OF YORKVILLE To: Tony Graff, City Administrat r From: Joe Wywrot, City Engineer Subject: USGS Groundwater Study `� J Date: July 9, 2004 Attached find a letter from Kendall County regarding the proposed USGS Phase II and Phase III Groundwater Study. The letter explains the reasons and benefits for conducting the Phase I study, and proposes that we continue with Phase II and Phase M. Funding of Phases II and III would be shared as detailed on the attached spreadsheet. Funding is spread over a four year, with most of the cost coming in the first year. Yorkville's share would be a total • 4 ,, - .19f ll of Phases II and III. Please place this item on •- Jul 26 2004 Public Works Committee ag nda for discussion. If approved, we will need to bus ge or this wor e 1 - .i year. 774-2./.0,44. Cc: Traci Pleckham, Director of Finance Liz D'Anna, Deputy City Clerk ma, ,,,,„ _ ipDALII KENDALL COUNTY BOARD y; y 19 B 111 West Fox Street FEBRUAR Yorkville, Illinois 60560-1498 (630) 553-4171 FAX (630) 553-4214 June 22, 2004 To: Mayors/Managers Representatives Re: Groundwater Supply Study by USGS First, I would like to thank all the local officials that participate in the quarterly Mayors/ Managers Forum. We hope you agree that we are making progress on issues that affect the citizens of all our communities. Also please do not hesitate to contact me with issues you feel we should discuss in more detail as part of the agenda. At the last meeting, we asked communities to forward specific questions or additional scope they want addressed by the study. Please send such questions to me and I will forward to Bob Kay and Bob Holmes of USGS to verify these items can be included in the scope. Bob Kay did confirm that the USGS can update data on an ongoing basis beyond the study timeframe. This will allow the model they create for us to be to only a snapshot in time but useful in future years. USGS could update well log information from DNR's state water survey and information provided by the communities (eg. new well locations, depths, annual gallons pumped, additions to impervious land coverage, population, etc.) I also wanted to suggest further discussion to four a technical committee. As the study progresses a technical committee could ensure scope of work addresses the communities' concerns and evaluate the findings as they apply to the individual communities. The group could he made up of planning staff, water superintendents, city engineers, etc. They could meet periodically with USGS staff and report to the Mayors Managers. I would like to place this topic on the next agenda for more discussion, please bring your thoughts. For reference, the Phase 1 objective was to provide an effective preliminary assessment of the ground-water resources in Kendall County and deteimine the geologic, hydraulic, water-use and water-quality conditions that affect the sustainability of water supply from the aquifers underlying Kendall County. The total cost of Phase 1 was $96,997 and breakdown is attached. USGS granted 47% of the total cost and the local communities contributed 53%. Page 2 As you know, the USGS has proposed to complete Phase 2 and 3 of the Groundwater Supply Study. The work proposed is a continuation to assess the hydrogeology and water use in the county. Phase 2 will collect data points to provide detailed characterization of the hydrogeology and water in the county. Phase 3 will create a computer model available to the communities and their consultants to help guide decision-making on future development and predict effects on water levels. zJ�fc.7 The cost of the Phase 2 and 3 are attached. USGS is granting $1,0-9-;50-0 or 34% of the total project cost of$611,729 leaving $402,229 or 66% for the focal communities. Attached are proposed contributions for Years 2005 to 2008 for each community in similar ratios as Phase 1 adjusted to provide 66%. ,'v C hope the coni talunities see the milts of the study to provide information that will help us develop our communities and provide benefits to future generations. If you have any questions, please do not hesitate to contact me at (630) 553-4142. Very Truly Yours, Jeff Wilkins Kendall County Administrator cc: Kendall County Board Megan Andrews, Soil and Water District Bob Holmes, USGS Bob Kay, USGS Kendall County USGS Groundwater Phase 2 3 Study TOTAL PERCENT ONLY LOCAL % FY 2005 FY2006 FY2007 FY2008 rifle $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 ty $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 ;go $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 gomery $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 D $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 field $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 t $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 ,oka $44,245.19 11% $25,690.28 $13,080.32 $4,825.81 $648.78 Jn $9,653.50 2.40% $5,605.16 $2,853.89 $1,052.90 $141.55 Mich $9,653.50 2.40% $5,605.16 $2,853.89 $1,052.90 $141.55 rook $9,653.50 2.40% $5,605.16 $2,853.89 $1,052.90 $141.55 ark $9,653.50 2.40% $5,605.16 $2,853.89 $1,052.90 $141.55 igton $9,653.50 2.40% $5,605.16 $2,853.89 $1,052.90 $141.55 31 Total $402,229.00 66% 100% $233,548.00 $118,912.00 $43,871.00 $5,898.00 3S $209,500.00 34% $100,000.00 $100,000.00 $8,000.00 $1,500.00 $611,729.00 100% $333,548.00 $218,919.00 $51,871.00 $7,398.00 H:\Correspondence - Jeff Wilkins\Kendall County USGS Groundwater Phase 2&3 Study 6-21-04 Kendall County USGS Groundwater Phase I Study Total Percent FY2003 FY2004 FY04 Addition FY04 TOTAL FY2005 Yorkville $11,860.00 12% $2,900.00 $6,400.00 $1,860.00 $8,260.00. $700.00 ( ount :: 085500 5D/ � $� .j riet4V 7 ODDS :$7 299 951 Oswego $5,085.00 5% $1,242.65 $2,742.40 $800.00 $3,542.40 $299.95 ?Nlon gornei'�'$a 085 OD 5$1� 242 fi5 � 2.74- ---;&r.. . 0 00 '3'54 ' 299 954 q - -.n.re_ .. V-E .5-s3s •v....�w.cz..1M5-z - � _ c 4 ' „11 ,4.s r�F3+ '1`.. =s-_A Plano $5;085.00 _ .5%°._ , $1,242.65 $2,742.40 $800.00 $3,542,40. $299.95 MI iealii ®8 Y3 . °0:77 0 �$'8�f}Q Ota 29 9 s Joliet;'; $511)85.00.. ,5% $1,242.65 $2,742.40 $800.00 $3,542.40 $299.95 FI on okay 5108 Q 5° mif�:$,i,24=2 65:m 52 42 4, � gOD s 3.54 4` 9 95 Lisbon`. -.. ` $709.00 1% $174.29 $384.64 $108.00 $492.64 $42.07 _San 1FJ1 _,t;7$70RITASM1TZM M7M 29 .�Y T 38.4 $._1,C&,;00 '�i 4U2,Q7, Millbrook $709.00 1% $174.29 $384.64 $108.00 $492.64 $42.07 fo - v+:. K 09 . g ..-}:: 1 " s rR3' . z..� T4 .w *A� ric3�-vu" x � L (L1 f. ,,,-- �.�it: ;£x: -1 .4a ;. uSK � -.EKs �»;-�:v rsa.J �essE'' �--a ;� .� ^�Y%'��� Millington $709.00 i% $174.29 - $384.64 $106.00 $492.64 $42.07 USES , Q'45;997+`00 • °o 2 d0 3ZA;- 2a (3 9.6' $30:5I„i,OO. g ` �3 (3.117'C7 �..�..-..�., F'f:�:.e ..�-,.-r� w ss ,�`�.�a..L��- ,�:� N sS1�__.�a.�.Y;". �i. r„�,r�- �hw.�..,r $96,997.00 $24,940.00 $55,037.00 $11,000.00 - $66,037.00 $6,020.00 Fiscal Year Cost Breakdown FY2003 26% FY2004 68% FY2005 6% Total cost of project 100% If you have any questions regarding this project, please contact the Kendall County Soil and Water Conservation District at 630-553-5821 Ext 3. 1 3. It Table 1. Cost Estimate for Phase II and Phase III Investigations, Kendall County Fiscal Year Fiscal Year Fiscal Year Fiscal Year 20052006 2007 2008 1. Characterization of Unconsolidated Deposits total 52,825 1,7710 0 Salary 51,516 0 0 0 Travel 748 01 0 0 Software 561 01 0 0 2. Water-Level Measurement total 55,350 14,268 0 _ 0 Salary 50,623 14,268 0 0 Supplies 935 o_ 0 0 Vehicle 3,792 0 0 0 - 3. Isotope Sampling total 3,321 0 0 0 Lab 1,268 0 0 0 Salary I _ 1,901 0 0 _ 0 ISupplies 941 I 0 I 0___,__ 0 Vehicle _ 58 Or _I 0 0 4. Aquifer Tests _total 13;195 14,070 0 0 Salary 13,136 14,012 0 0 Vehicle _ 58 � 58 0 0 5. Streamflow Measurement total _ 13,446 3,673 0 0 Salary 11,922 3,673 0 0 Vehicle 934 0 0 0 Basin Mapping 590 0 I 0 0 6. Geophysical Logging total 11,977 876 0 0 Logger 9,350 0 0 0 Salary 2,627 876 0 0 7. Data Analysis, Report Writing, and Report Review total 63,433 64,253 37,109 1,610 Salary 63,433 64,253 37,109 1,610 8. Computer Model Development and Report Writing total 120,000 120,000 0 0 Salary 117,200 118,800 0 0 Travel 1,0001 400 0 0 Vehicle 1 800 200 0 0 Communications 100 100 0 0 Supplies 900 500 0 0 • 9. Report Drafting and Publication Salary - 0 0 14,762 738 Printing 0 0 0 5,049 10. Totals 333,548 218,912 51,871 7,398 C 1I; 11. USGS Cost Match '°.--, IL .50,000 50,000 8,000 1,500 , ,-sl, IN 50,000 50,000 0 o 12. Request from Kendall County _ I 233,548 1 1 118,9.12 I 43,871 I 5,898 111 .) Page 1 of 1 h...)1„) yy.) t+.74€,c._ c(ppak,) Fo '� /( C o r Tony Graff y 4c`' a � _iD7 t From: Jeff Wilkins [JWilkins@co.kendall.il.us] Sent: Friday, August 20, 2004 8:35 AM To: tgraff@yorkville.il.us; guara@ci.montgomery.il.us; aprochaska@yorkville.il.us; planomayor@comcast.net; bholmes@usgs.gov; rtkay@usgs.gov; chansen@oswegoil.org; cweber@oswegoil.org; dkrahn@oswegoil.org;jamesgrabowski@minooka.com; jhaller@jolietcity.org; kitten11@sbcglobal.net; JDudgeon@co.kendall.il.us;jmezera@jolietcity.org; michelini@ci.montgomery.il.us; mayordickellis@minooka.com; Megan.Andrews@il.nacdnet.net; Poni-Pete@yahoo.com; tburghard@goplainfield.com; Steve Curatti; Jason Pettit Cc: KC Board Subject: Kendall County Approval and Presentation at Oswego To all Participants: This week the Kendall County Board voted unanimously to support Phase 2&3 of the USGS Groundwater Study for our communities. We also received a letter of support from the City of Joliet for the project. If your community has approved the project please send me a simple letter of support. We would like to have the letters by mid September or earlier if possible. A presentation by USGS is scheduled for 6pm on August 30 at the Village of Oswego Public Work facility (near Oswego High School). This presentation was originally scheduled for August 23, so please disregard that date. Feel free to attend if you or any of your Board members would like questions answered. Another group presentation could be scheduled for all communities if you feel your board members would attend. Contact me as soon as possible if you feel another presentation is needed. Additionally,we plan to organize a technical committee with designees from all communities that want to participate. As the study progresses a technical committee could ensure scope of work addresses each community's concerns and evaluate the finding as they apply to the individual communities. I would anticipate the group would be made up of planning staff,water superintendents, city engineers, etc. They could meet periodically with USGS staff and report to the Mayors Managers forum. We hope all communities agree that this project will provide useful information and a planning model that will help each community make public policy decisions in the future. Our communities will continue to deal with constant change now and in the future. This change is regardless of community size or whether our water source is from private well, shallow aquifer, deep aquifer or Lake Michigan. We hope this study will provide all of us information that will help our communities deal with the change of growth but also the unanticipated and sudden changes that can be throw upon us by Federal and State regulations that may change our abilities to access currently available water sources. Again, my sincere appreciation goes to all you for your community efforts. Please contact me with any questions you may have or send letters of support to the address below or my email address. Jeff Wilkins County Administrator Kendall County 111 W. Fox Street Yorkville, IL 60543 630.553.4142 office 630.553.4214 fax 8/20/2004 rc � . WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers • 210 W000tAws AJ NJ s TWIHord $30)1'074651 • F.x 15M 697.5696 A.Letaa,,,itmr.ion 6OSCa August 23,2004 Mr. Jae Wywrot City Engineer United City of Yorkville 800 Gauze farm Road Yorkville,IL 60560 RE: Bid Evaluation for Pump for Countryside Pump Station Received August 18, 2004 W.E.D.A.. Job# 788-01014-02 Dear Joe: As you know we received bids for the pumps at the future Countryside Pump Station on Wednesday August 18, Z004 and the results wart as follows: A.) Flyst Model NP32.0l with $69,762.00 variable frequency drives supplied by ITT Industries B.) WEMCo Model F6K-S with $74,747.00 2 speed motors and pre-rotation basin supplied by Ley & Associates. C.) Hydromatic Model SSLX3 D00FB $95,125.00 with variable Frequency drive supplied by Metropolitan Pump Company Based upon rtxy past experience I feel con.6dent in saying that both Flyer and WBMCo make a qualitypu1np and I would feel comfortable recommending either manufacturer. Often times the specific applicable, such as Countryside Pump Station,presents circumstances that gives one product or system an advantage over another and I believe this is the case at the future Countryside Pump Station. First,although variable frequency drives have improved immensely in both reliability and maintenance and are commonly used in many applications, they still are a sophisticated electronic device that can present problems that often cau only be corrected by s trained factory technician.The Flygt pumps as submitted will utilize a variable frequency drive with a bypass starter and a disconnect,whereas the WEMCo system will only require a two-speed starter that will have minimum maintenance and can be fixed by any local electrician. ik Water Works and Sewerage • 9Ni'Idirsgs and Structures S • Design and Construction • Streets and Street Lighting • Investigations and Reports • Protect t lnane'ng The WEMCo pre-rotation basin also offers some process and maintenance benefits. The pre-rotation basin in combination with the WEMCo screw centrifugal impeller configuration creates a variable speed pumping characteristic from 60% to 100%of its pumping range even though the motor operates at constant speed. Since WEMC4 is providing a two-speed motor for each pump the variable pumping capacity expands from 40%to 100% of the pumps capacity. The WEMCo pre-rotation basin also helps in maintaining the wet well at the station. Once the water level in the wet well falls below the top of the pre-rotation basin,the water enters the basin through an inclined ramp. This flow pattern down the ramp tends to take water off of.the surface of the wet well removing floatable such as grease and oil which again help reduced operator attention and man-hour requirements. Both pumps will come with a high hardness impulse sui.t.able for raw sewage application.consequently both pumps are fairly equal in this regard. The WEMCo pump will come with mechanical seals that are made by John Crane and can be purchased from many suppliers.Flygt builds their own seals and replacements must be purchased through Flygt, In my experience both Flygt and WEMCo have superior records for the performance of their seals. It is my recommendation that the City considertlic second bidder WEMCo- Ley Associates Dot because of any qunli tyconsiders about Flygt-ITT Industries but only because of the specific application at Countryside. Very truly yours, WALTER a DEUCHL1 R ASSOCIATES,INC. '—kteeAt S41-4.‘tit) Robert C. Bauer cc: Eric Dust,City of Yorlcville Dave Behrens, Phil Moreau, W.E.D.A WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630) 897-4651 • FAX (630) 897-5696 AURORA, ILLINOIS 60506 August 25, 2004 Mr. Joe Wywrot City Engineer City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Pumps for Countryside Pump Station W.E.D.A. Job # 788-03014-02 Dear Joe: As you requested, I am sending you a cost estimate for the pumps at Countryside Pump Station. The last time I investigated costs for the pumps was Nov. 20, 2003 when I generated the enclosed memorandum. The price for one pump with a VFD drive was $29,000.00 or $87,000.00 for three pumps. The price for one two speed pump with a prerotation basin was$27,500.00 or$82,500.00 for three pumps. Both these pump prices preceded the significant escalation in steel/cast iron that has taken place since January of 2004. Therefore, the bid prices for Flygt and Wemco were well within the anticipated range. Very truly yours, WALTER E. DEUCHLER ASSOCIATES, INC. Zet.A.iliti Robert C. Bauer, P.E. RCB/mw Encl. cc: Eric Dhuse, City of Yorkville Dave Behrens, City of Yorkville Phil Moreau, W.E.D.A • Water Works and Sewerage • Buildings and Structures • Design and Construction • Streets and Street Liehtina • Investigations and Reports • Project Financing P TO: Joe Wywrot, City of Yorkville, faxed & mailed MEMORANDUM Eric Dhuse, City of Yorkville, faxed & mailed FROM: Bob Bauer DATE: November 20, 2003 RE: Countryside Pump Station Enclosed is a comparison of the various pumping options between Hydromatic and WEMCO. At this stage in the design process, the estimated costs from the manufacturer suggest costs will be very similar between the two systems. If you wanted a recommendation, I would suggest we bid the WEMCO two speed motor with a prerotation basin as the "A Item' and the Hydromatic with a VFD as the "B Item". Both designs would meet the requirements of YB SD to have the station outflow match the inflow. Have you gone to YB SD to look at their pump station and the prerotation basins? I would be glad to show you around. Right now we are bypassing the station so you could get a better look at the installed concrete. In a week when it is back on line, you could see how it operates. cc: Philippe Moreau • E. t Hydromatic WEMCO S8L/S8LX F6K-S Hydrostal 30.0 hp 29.9 hp 1150 rpm 1145 rpm a) One pump, with one speed motor, base 824,500.00 $22,800.00 elbow, 1-1/2" S.S. guide rail supports, top support, lifting cable b) Same as above with VFD $29,000.00 $27,300.00 c) Same as A, No VFD, with prerotation Don't provide- $25,800.00 basin d) One pump,two speed motor, base elbow, Don't provide $27,500.00 1-1/2" S.S. guide rails, inteuthediate guide rail supports, top support, lifting cable and prerotation basin e S 1 ! ENGINEERING AGREEMENT FOR DESIGN SERVICES AND CONSTRUCTION GUIDANCE FOR THE PROPOSED BRUELL/WOODWORTH PUMP STATION UNITED CITY OF YORKVILLE This Agreement is made and entered into this day of , 2004, by and between Walter E.Deuchler Associates, Inc.whose address is 230 S. Woodlawn Avenue,Aurora, IL 60506, hereinafter called the "Engineer", and the United City of Yorkville, Kendall County, Illinois, hereinafter called the "Owner", and covers certain professional engineering services in connection with the improvement. Witnesseth that, in consideration of these premises and of the mutual covenants herein set forth, Now,therefore,the Owner and Engineer,in consideration of their mutual covenants,herein agree in respect to the performance of professional engineering services by the Engineer, and the payment for those services by the Owner, as set forth below. SECTION 1 - PROJECT DESCRIPTION 1.1 The work, herein referred to as the "PROJECT", consists of replacing an existing pump station commonly known as the Woodworth Pump Station. The project consists of one 200 gpm duplex pump station, connection to existing force main and 280 feet of 8-inch gravity sewer as delineated on the map attached as Exhibit A. SECTION 2 - THE ENGINEER AGREES 2.1 To perform professional engineering services in connection with the Project, as hereinafter stated. 2.2 To serve as the Owner's professional engineering representative in those phases of the Project to which this Agreement applies, and to give consultation and advice to the Owner during the perfoiniance of services. 2.3 To sublet geotechnical, wetland delineation, archaeological survey, electrical and architectural work. 2.4 To provide Design Services for the Project described in Section 1.1, as delineated on the attached Exhibit A and as summarized in the following: 2.4.1 Perform topographic surveys. 2.4.2 Delineate jurisdictional wetlands, if any. -2- 2.4.3 Prepare Plans and Specifications of the proposed 200 gpm pump station and associated sanitary sewer improvements, based on the alignment shown on Exhibit A. 2.4.4 Locate markers and monumentation of parcels and ROWs and prepare one (1) plat of easement/survey, as needed upon supply of title commitment and easement negotiation or property acquisition by the Owner. 2.4.5 Assist the Owner in obtaining appropriate pelinits from the Illinois EPA. 2.5 To provide Bidding Services for the Project as summarized in the following: 2.5..1 Furnish Owner necessary copies of the Plans and Contract Documents upon authorization of advertisement for bids by the Owner. 2.5.2 Endeavor to interest competent contractors in submitting bids on the work as advertised. 2.5.3 Advise the Owner in the matter of letting contracts for work on the basis of bids received. 2.6 To furnish Construction Guidance for the Project as summarized in the following: 2.6.1 Video taping the site prior to any construction activity. 2.6.2 Consultation on interpretation of plans and specifications and changes under consideration as construction proceeds. 2.6.3 Establishment of lines and grades for the work as construction progresses. 2.6.4 Checking all shop and working drawings. 2.6.5 Furnishing a Resident Project Representative(RPR)at the job site to provide periodic observation of the work not exceeding two hundred (200) hours. The duties, responsibilities and limitations of authority of the RPR are set forth in Exhibit B to this agreement. 2.6.6 Reviewing and checking all reports by testing laboratories on equipment and material tested, if provided by the Owner. 2.6.7 Reviewing and checking all payment estimates, change orders, records and reports required. -3- 2.6.8 Preparing final pay estimates. 2.6.9 Preparing record drawings and supplying the City mylar record drawings after completion of construction. SECTION 3 - THE OWNER AGREES 3.1 To furnish available data such as utility maps, special design criteria, available plans of existing pump stations, title searches for determining existing right-of-way and property encumbrances. The Owner will negotiate easements and/or property acquisition with the property owners affected by the Project. 3.2 To designate in writing a person to act as Owner's representative with respect to the services to be perfoiuied or furnished by Engineer under this Agreement. Such person will have complete authority to transmit instructions, receive infoiniation, interpret Owner's policies and decisions with respect to Engineer's services for the Project. 3.3 To reimburse the Engineer as compensation for the services stipulated in Section 2 a not-to- exceed amount of $65,000 based on the Engineer's 2004 Fee Schedule, or the current schedule in effect after calendar year 2004. The Engineer shall monitor their costs and anticipated future costs, and shall notify the Owner if such monitoring indicates possible costs in excess of the not-to-exceed fees. 3.4 That those services beyond the scope of Section 1 and not included in Section 2, such as,but not limited to, assisting the Owner in negotiating easements or property acquisition, changing alignment of the sanitary sewer improvements or pump station location/layout due to failure in acquiring easements or property and others,will be considered additional work. Compensation for additional work will be paid in accordance with the Engineer's Fee Schedule attached for the 2004 calendar year or the current schedule in effect after calendar year 2004. 3.5 That payments due the Engineer for services rendered will be made in monthly payments based upon actual work completed. 3.6 To pay Engineer within thirty (30) days after the invoice date, after which, payment will increase at an interest rate of 1.5% per month. 3.7 That Engineer has the right to suspend or terminate service if undisputed charges are not paid within forty-five(45) days of receipt of Engineer's invoice, and Owner agrees to waive any claim against Engineer arising, and to indemnify, defend, and hold Engineer harmless from and against any claims arising, other than from Engineer's negligence or wrongful conduct,from Engineer's suspension or termination due to Owner's failure to provide timely payment. Owner recognizes that any charges not paid within thirty(30) days are subject to a late payment charge equivalent to 1.5% of the balance due for each additional month or -4- fraction thereof that undisputed charges remain unpaid. 3.8 In the event of termination by Owner under Section 4.2 for convenience or by Engineer for cause, Engineer, in addition to invoicing for those items identified in Sections 3.3 and 3.4 shall be entitled to invoice Owner and shall be paid a reasonable amount for services and expenses(not to exceed a total of$1,000.00),directly attributable to termination,both before and after the effective date of termination, such as reassignment of personnel, costs of temminating contracts with Engineer's Consultants, and other related close-out costs, using methods and rates for Additional Services as set forth in Section 3.4, but in addition to amounts paid thereunder. In addition a 10% charge of the unbilled amounts as set forth in Section 3.3 shall be paid by the Owner to the Engineer. 3.9 To pay the Engineer an additional 8% for sublet services and outside vendor expenses. 3.10 In the event that Owner shall bring any suit, cause of action or counterclaim against Engineer, to the extent that Engineer shall prevail, Owner or the party otherwise initiating such action shall pay to Engineer the cost and expenses incurred to answer and/or defend such action, including reasonable attorneys fees and court costs. In no event shall Engineer indemnify any other party for the consequences of that party's negligence, including negligent failure to follow Engineer's recommendations. 3.11 Engineer's employees shall not be retained as expert witnesses except by separate written agreement. Owner agrees to pay Engineer pursuant to Engineer's current fee schedule for any Engineer employee(s) subpoenaed by any party as an occurrence witness as a result of Engineer's services. 3.12 The Engineer will not be responsible for job or site safety of the Project other than arising from validly implemented affirmative recommendations therefor. Job and site safety will be the sole responsibility of the contractor/contractors of the Project unless contracted to others. 3.13 The Owner shall require in any agreement it makes with a Contractor for the Project that the Contractor shall obtain Commercial General Liability Insurance with contractual liability and shall name the Engineer,its employees and consultants,as additional insured,with said coverage to be primary and non-contributory. In addition, the Owner agrees to name the Engineer, its employees and consultants, as an additional insured on any policy of Owner covering the Project, with said coverage to be primary and non-contributory. When Owner requests services of the Engineer in any capacity other than as a design professional, then, to the fullest extent pemmnitted by law,the Owner shall defend,indemnify, and hold harmless the Engineer,its employees and consultants,from and against claims,damages,losses,costs, including but not limited to reasonable attorneys fees and costs, ("Losses") arising out of or resulting from the Engineers performance of services other than as a design professional (including any services that could be construed as those of a construction manager)provided that such Losses are attributable to bodily injury, sickness, disease or death, or to injury to -5- or destruction of tangible property to the extent caused, in whole or in part, by the contractor, subcontractor, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable. This provision shall survive the termination or completion of this Agreement. 3.14 Neither the professional activities of the Engineer, nor the presence of the Engineer or his or her employees and subconsultants at a construction site, shall relieve the General Contractor and any other entity of their obligations,duties and responsibilities including,but not limited to, construction means,methods, sequence, techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Engineer and his or her personnel have no authority to exercise any control ov-er any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The Owner agrees that the General Contractor is solely responsible for job site safety,and warrants that this intent shall be made evident in the Owner's agreement with the General Contractor. The Owner also agrees that the Owner, the Engineer and the Engineer's consultants shall be indemnified and shall be made additional insureds under the General Contractor's general liability insurance policy. In addition, and notwithstanding any other provisions of this Agreement,the Owner agrees, to the fullest extent permitted by law, to indemnify and hold harmless the Engineer, his or her officers, directors, employees, agents and subconsultants from and against all damage, liability or cost, including reasonable attorneys' fees and defense costs, arising out of or in any way connected with the Project or the performance by any of the parties above named of the services under this Agreement, excepting only those damages, liabilities or costs attributable to the sole negligence or willful misconduct of the Engineer. 3.15 The Owner agrees to limit Engineer's liability specifically and exclusively to the Owner on the Project arising from Engineer's professional acts, errors, or omissions or breach of contract or other cause of action, such that the total aggregate liability of Engineer to all those named shall not exceed $100,000.00 or the total cumulative fees for the services rendered for this Project, whichever is greater; and Owner hereby releases Engineer from any liability above such amount. 3.16 If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. 3.17 That any difference between the Engineer and Owner concerning the interpretation of the provisions of this Agreement shall be referred to a committee of disinterested parties consisting of one member appointed by the Engineer, one member appointed by the Owner and a third member appointed by the two other members for disposition and that the committee shall attempt to resolve the difference by formal non-binding mediation conducted in accordance with rules and procedure to be agreed upon by the parties. -6- SECTION 4 - IT IS MUTUALLY AGREED 4.1 During the progress of work under this Agreement,the Engineer shall continuously monitor its costs and anticipated future costs, and if such monitoring indicates possible costs in excess of the amounts stated in Section 3 above, the Engineer shall immediately notify the Owner of such anticipated increase and the compensation for engineering services shall be adjusted, if any, by amendment to this Agreement. 4.2 This Agreement may be terminated by the Owner upon giving notice in writing to the Engineer at his last known post office address. Upon such termination, the Engineer shall cause to be delivered to the Owner all drawings, specifications, partial and completed estimates and data,with the understanding that all such material becomes the property of the Owner. The Engineer shall be paid for any services completed and any services partially completed in accordance with Section 3. 4.3 That the Engineer warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Engineer, to solicit or secure this Agreement, and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Engineer, any fee, commission, percentage, brokerage fee, gifts,or any other consideration,contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty the Owner shall have the right to void this Agreement without liability whatsoever. 4.4 That the Owner acknowledges that the Engineer is a corporation and agrees that any claim made by the owner arising out of any act or omission of any director, officer or employee of the Engineer, in the execution or performance of this Agreement shall be made against the Engineer and not against such director, officer or employee. 4.5 That the Owner and the Engineer each binds himself and his partners,successors,executors, administrators and assigns to the other party of this Agreement and to the pal tilers, successors, executors, administrators and assigns of such other party in respect to all covenants of this Agreement; except as above, neither the Owner nor the Engineer shall assign, sublet or transfer his interest in this Agreement without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any office or agent of any public body which may be a party hereto, nor shall it be construed as giving any right or benefits hereunder to anyone other than the Client and the Engineer. 4.6 All Reports, Drawings, Specifications, other documents, and magnetic media prepared or furnished by the Engineer pursuant to this Agreement are instruments of service in respect to the Project, and the Engineer shall retain ownership of said documents and magnetic media including the right of reuse by and at the discretion of the Engineer whether or not the Project is completed. The Owner may retain copies, including reproducible copies, of the Engineer's documents and magnetic media for information and reference in connection with the use and occupancy of the Project by the Owner and others;however,the Engineer's -7- documents and magnetic media are not intended or represented to be suitable for reuse by the Owner or others on additions or extensions of the project, or on any other Project. Any such reuse without written pelinission and verification or adaption by the Engineer for the specific purpose intended will be at the Owner's sole risk and without liability or legal exposure to the Engineer. The Owner shall indemnify and hold harmless the Engineer from all claims, damages,losses and expenses including attorneys' fees arising out of or resulting therefrom. Any furnishing of additional copies and verification or adaptation of the Engineer's comments and magnetic media will entitle the Engineer to claim and receive additional compensation from the Owner. 4.7 The Engineer's agent shall perform the function of Agent or Representative of the Owner, during the perfoiniance of the PROJECT. The Engineer may be required to enter private properties and private premises to perform the work identified in the PROJECT. The Owner agrees to indemnify, defend and hold harmless the Engineer from any claim, suit, liability, damage,injury, cost or expense,including attorney fees,arising out of Engineer's entry into private properties and private premises, unless resulting from Engineer's negligence or wrongful conduct under Section 3.7 or as provided by law. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed in triplicate counterparts, each of which shall be considered as an original by their duly authorized officers, this day of , 2004. Executed by the Owner: United City of Yorkville State of Illinois ATTEST: By By Title: City Clerk Title: Mayor Executed by the Engineer: Walter E. Deuchler Associates, Inc. 230 S. Woodlawn Avenue Aurora, IL 60506 B Title: President SCALE IN FEET �\ 0 50 100 150 , r \ ; \ E. MAIN ST. �; *_ wa • /• �i w °= - 7,50 . egic. 4 x — . --' �.' 157575x — — <E1--61-74-0. --' ----N$72 •f / 4fOr iv! 617. . 01/00,44* 4O 8 I1 C ' a FM 0�5 • C;� 1► it PUMP STATION & VALVE VAULT TO ��} °c,jP ' X30' BE ABANDONDED. REMOVE CONC. G \,e indi TOPS, FRAMES, PUMPS, VALVES, e`� TRANSFORMER PAD. TRANSFORMER PROPOSED 8" & ELECTRICAL EQUIPMENT. PLUGOPP' PIPES WITH CONC. & . FILL INN SANITARY SEWER STRUCTURE WITH . SAND. REMOVE IIlk -'c1 GRAVEL DRIVE AND RESTORE AREA �' 1� �!'TH I �� 11111,WI GRASS_ 1 I 1 /IN EXIST. 8" SANITARY SEWER j % It TO BE ABANDONED. PLUG f I ENDS OF PIPE WITH CONC. i J Of ''�a;.11e W. 30' PERMANENT EASEMENT wo 30' TEMPORARY EASEMENT 1 i re 1 . I. 0 ,•UTILITY PROPOSED WET WELL — '� !A • I I 61 1 �� PROPOSED VALVE VAULT ,r I ' r ti PROPOSED P.S. LOCATION s•'�-o- ! r �11ppr fi.,• ,,X041•.•.•`. ''ei* irJ \2OF I 1 _ j9 \ EXISTING F.M. �i' •e - — — I — — i \ 1 ip. _,, r c „ -,________—:---..,------ ...., , .,.�.,; WALTER E. DEUCHLER AS(SOCIATQE/S, INC. SHEET ''Qa • © C2O�T ,...4�r C77?�QiL%r.0e/T`2� ,A GU1`-O�I'`C7i ,/f4ir-i-C9dh OF EVISIONS O EXHIBIT A \YV\788/03052-00\EXHIBIT—A 'ESIGNED JWF 'APPROVED PFM 1800K XXX 1JOB NUMBER WOODWORTH P.S. REPLACEMNET EXHIBIT B DUTIES, RESP ONS IBILITIE S, AND L7NIITATI ONS OF AUTHORITY OF RESIDENT.PROJECT REPRESENTATIVE The Agreement is amended and supplemented to include the following agreement of the parties: D6.02 Resident Project Representative A. ENGINEER shall furnish a Resident Project Representative("RPR"), assistants, and - other field staff to assist ENGINEER in observing progress and quality of the work. The RPR, assistants, and other field staff under this Exhibit A may provide full time representation or may provide representation to a lesser degree. B. Through such additional observations of Contractor's work in progress and field checks of materials and equipment by.the RPR and assistants, ENGINEER shall endeavor to provide further protection for OWNER against defects and deficiencies in the work. However, ENGINEER shall not, during such visits or as a result of such observations of Contractor's work in progress, supervise, direct, or have control over the Contractor's Work nor shall ENGINEER have authority over or responsibility for the means, methods,techniques, sequences, or procedures selected by Contractor, for safety precautionsand programs.incident to the Contractor's work in progress, for any failure of Contractor to comply with Laws and Regulations applicable to Contractor's perfoLining and furnishing the Work, or responsibility of construction for Contractor's failure to fuillish and perform the Work in accordance with the Contact Documents. In addition, • the specific limitations set forth in the Agreement are applicable. C. The duties and responsibilities ofthe RPR are limited to those ofENGINEER in the Agreement with the OWNER and in the Contact Documents, and are further limited and described as follows: 1. General: RPR is ENGINEER's agent at the Site, will act as directed by and under the supervision of ENGINEER, and will confer with ENGINEER regarding RPR's actions. RPR's dealings in matters pertaining to the Contractor's work in progress shall in general be with ENGINEER and Contractor keeping OWNER advised as riccc�sur-y• RERs dealings with subcontractors shall only be through or with the full knowledge and approval of Contractor. RPR shall generally communicate with OWNER with the knowledge of and under the direction of ENGINEER. 2. Schedules: Review the progress schedule, schedule of Shop Drawing and Sample submittals, and schedule of values prepared by Contractor and consult with ENGINEER concerning acceptability. EXHIBIT B 3. Conferences and Meetings: Attend meetings with Contractor, such as preconstruction conferences, progress meetings, job conferences and other project-related meetings, and prepare and circulate copies of minutes thereof. 4. Liaison: a. Serve as ENGINEER's liaison with Contractor, working principally through Contractor's superintendent and assist in understanding the intent of the Contract Documents. b. Assist ENGINEER in serving as OWNER's liaison with Contractor when Contractor's operations affect OWNER's on-site operations. c. Assist in obtaining from OWNER additional details or information, when required for proper execution of the Work. 5. Interpretation of Contract Documents: Report to ,ENGINEER when clarifications and interpretations of the Contract Documents are needed and transmit to Contractor clarifications and interpretations as issued by ENGINEER. 6. Shop Drawings and Samples: a_ Record date of receipt of Samples and approved Shop Drawings. b. Receive Samples which are furnished at the Site by Contractor, and notify ENGINEER of availability of Samples for examination. c. Advise ENGINEER and Contractor of the commencement of any portion of the work requiring a Shop Drawing or Sample submittal for which RPR believes that the submittal has not been approved by ENGINEER. 7. Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report with RPR's recommendations to ENGINEER. Transmit to Contractor in writing decisions as issued by ENGINEER. EXHIBIT B • 8. Review of Work and Rejection of Defective Work: a. Conduct on-site observations of Contractor's work in progress to assist ENGINEER in deteiniining if the Work is in general proceeding it accordance with the Contract Documents. b. Report to ENGINEER whenever RPR believes that any part of Contractor's work in progress will not produce a completed Project that confoinis generally to the Contract Documents or will prejudice the integrity of the -design concept of the completed Project as functioning whole as indicated in the Contract Documents, or has been damaged, or does not meet the requirements of any inspection, test of approval required to be made; and advise ENGINEER of that part of work in progress that RPR believes should be corrected or rejected or should be uncovered for observation, or requires special testing, inspection or approval. 9. Inspections, Tests, and System Startups: a. Consult with ENGINEER in advance of scheduled maj or inspections, tests, and systems startups of important phases of the Work. b. Verify that tests, equipment, and systems start-ups and operating and maintenance training are conducted in the presence of appropriate OWNER's personnel, and that Contractor maintains adequate records. thereof. c. Observe,record,and report to ENGINEER appropriate details relative to the test procedures and systems startups. d. Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the results of these inspections, and report to ENGINEER. 10. Records: a. Maintain at the site orderly files for correspondence, reports of job conferences, reproductions of original Contract Documents including all Change Orders, Field Orders, Work Change Directives, Addenda, additional Drawings issued subsequent to the execution of the - Contract, ENG 1NEER's clarifications and interpretations of the Contract Documents, progress reports, Shop Drawing and Sample submittals received from and delivered to Contractor, and other Project EXHIBIT B related documents. b. Prepare a daily report or keep a diary or log book, recording Contractor's hours on the site, weather conditions, data relative to questions of Change Orders, Field Orders, Work Change Directives, or changed conditions, Site visitors, daily activities, decisions, observations in general, and specific observations in more detail as in the case of observing test procedures; and send copies to ENGINEER. c. Record names, addresses and telephone numbers of all Contractors, subcontractors, and major suppliers of materials and equipment. d. Maintain records for use in preparing Project documentation. e. Upon completion of the Work, furnish original set of all RPR Project Documentation to ENGINEER. 11. Reports: a. Furnish to ENGINEER periodic reports as required ofprogress of the Work and of Contractor's compliance with the progress schedule and schedule of Shop Drawing and Sample submittals. b. Draft and recominnend to ENGINEER proposed Change Orders,Work Change Directives, and Field Orders. Obtain backup material from Contractor. c. Fuiinsh to ENGINEER and OWNER copies of all inspection, test, and system startup reports. d. Report immediately to ENGINEER the occurrence of any Site accidents, any Hazardous Environmental Conditions, emergencies, or acts of God endangering the Work, and property damaged by fire or other causes. 12. Payment Requests: Review Applications for Payment with Contractor for compliance with the established procedure for their submission and forward with recommendations to ENGINEER,noting particularly the relationship of the payment requested to the schedule of values, Work completed, and materials and equipment delivered at the Site but not incorporated in the. Work. 13. Certificates, Operation and Maintenance Manuals:During the course ofthe EXHIBIT B 71 .� ('l? 4 !lT L Work, verify that materials and equipment certificates, operation and maintenance manuals and other data required by the Specifications to be assembled and furnished by Contractor are applicable to the items actually installed and in accordance with the Contract Documents, and have these documents delivered to ENGINEER for review and forwarding to OWNER prior to payment for that part of the work. 14. Completion: a. Before ENGINEER issues a Certificate of Substantial Completion, submit to Contractor a list of observed items requiring completion or correction. b.. Observe whether Contractor has arranged for inspections required by Laws and Regulations, including but not limited to those to be perfoiuied by public agencies having jurisdiction over the Work. • c. Participate in a final inspection in the company of ENGINEER, OWNER, and Contractor and prepare a final list of items to be completed or corrected. d. Observe whether all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance and issuance of the Notice of Acceptability of the Work. D. Resident Project Representative shall not: 1. Authorize any deviation from the. Contract Documents or substitution of materials or equipment (including."or-equal" items). 2. Exceed limitations of ENGINEER's authority as set forth in the Agreement or the Contract Documents. • 3. Undertake any of the responsibilities of Contractor, subcontractors, suppliers, or Contractor's superintendent. 4. Advise on, issue directions relative to or assume control over any aspect of the means, methods, techniques, sequences or procedures of Contractor's work unless such advice or directions are specifically required by the Contract Documents. 5. Advise on, issue directions regarding, or assume control over safety precautions and programs in connection with the activities or operations of EXHIBIT B T A ( IT = LN T, L OWNER or Contractor. 6. Participate in specialized field or laboratory tests or inspections conducted off- site by others except as specifically authorized by ENGINEER. 7. Accept Shop Drawing or Sample submittals from anyone other than Contractor. 8. Authorize OWNER to occupy the Project in whole or in part. • EXHIBIT B WALTER E DEUCHLER ASSOC. INC. 2004 FEE SCHEDULE CLASSIFICATION RANGE OF BILLING RATE CLERICAL 40.00-60.00 JR. TECHNICIAN 34.00-45.00 TECHNICIAN/DRAFTSPERSON 55.00-75.00 CONSTRUCTION OBSERVER 55.00-75.00 SURVEY CREW (2 Members) 95.00-128.00 ENGINEER 64.00-80.00 PROJECT ENGINEER 80.00-100.00 PROJECT MANAGER LAND SURVEYOR PRINCIPAL 100.00-130.00 • 01/02/2004 0 PAGE 1 ri (-- 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630 / 466-9350 FAX: 630 / 466-9380 www.eeiweb.com August 20, 2004 Mr. Tony Graff City Administrator United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Professional Engineering Services For Southwest Water Works System Extensions Contracts F.1 through F.6 City of Yorkville, Kendall County, IL Dear Tony: Enclosed for your review and approval please find two (2) copies of our "Agreement for Professional Engineering Services" for professional design and construction engineering services on the above referenced group of projects. As you know, the attached agreements summarize the water improvements that would be required to connect a number of currently proposed subdivisions within the City's southwest planning area. Based on recent discussions, and the inclusion of additional properties for development consideration, we have revised our recommended plan. We have attached the recommended plan to the contract for your reference. In addition, we also have revised the cost estimates for the proposed improvements. We have attached the revised cost estimate summary to this letter. The attached Agreement covers six (6) individual Water Works System projects that have been identified as part of the southwest service area review. The projects lie generally west of IL Route 71 and south of the Fox River. The projects are identified as Contracts F.1 through F.6. Contracts F.1 through F.4 include the installation of 16-inch water main at various locations between Fox Road and south of IL Route 71. These installations will serve to connect the proposed developments to one another, assuming the proposed developments continue through the development review process and eventually receive approval. Contract F.5 includes the construction of a booster pump/pressure reducing valve station near IL Route 71, southwest of Legion Road, and Contract F.6 includes the construction of a pressure reducing valve station north of Fox Road. Consul-ting Engineers Specializing in Civil Engineering and Land Surveying Mr. Tony Graff August 20, 2004 Page 2 While each of these projects serve the same general area of the City, we understand that these projects may be approved for design and construction on a project by project basis. We further understand that these projects could be approved over an extended period of time and that one or more of the projects may ultimately not be constructed. Based on the current estimate of construction costs for Contracts F.1 through F.6 of $1,950,850, the proposed design and construction engineering fees are 15% of the estimated construction cost. We appreciate the opportunity to submit this "Agreement for Professional Services" and ask that you contact us if you have any questions regarding the agreement or any of the individual projects. We look forward to continuing our close working relationship with the City. Respectfully submitted, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager f'mac-.�, Jeffrey W. Freeman, P.E. Senior Project Manager WED/JWF/me Encl. pc: Mayor Arthur F. Prochaska, Jr. Public Works Committee Members (3 Total) Ms. Liz D'Anna — Deputy Clerk Ms. Traci Pleckham — Finance Director Mr. Joseph Wywrot, P.E. — City Engineer Mr. Eric Dhuse — Director of Public Works Attorney Dan Kramer— City Attorney PGW, JKM, BPS, DMT - EEI Off-Site Water Main and PRV Cost Estimates SOUTHWEST SERVICE AREA WATER WORKS SYSTEM EXPANSION ANALYSIS United City of Yorkville, Kendall Co., IL Engineering, Total Estimated Legal &Admin., Total Length Construction Contingency Soil &Mat.Testing Estimated Property (ft) Cost (10%) (20%) Cost Offsite Water Main 1 -Route 47 To Legion To Immanuel To Ronhill To 7,700 $537,000 $53,700 $118,100 $708,800 Neola To Prop. H Offsite Water Main 2-Prop. H To Highpoint To Mapleridge To Long 4,300 $287,000 $28,700 $63,100 $378,800 Grove To Prop. G Offsite Water Main 3 Prop.A To 1,600 $80,000 $8,000 $17,600 $105,600 Prop. B Offsite Water Main 4 River's 3,900 $250,000 $25,000 $55,000 $330,000 Edge To Prop. C Booster Pump and Pressure Reducing Valve Station-IL Route -- $444,500 $44,450 $97,790 $586,740 71 (Prop. G) Pressure Reducing Valve Station $175,000 $17,500 $38,500 $231,000 North of Fox Road (Prop. D) Total: 17,500 $1,773,500 $177,350 $390,090 $2,340,940 G:\Public\Yorkville\2004\Y00402 Fox Road Water System Extension Analysis\Eng1[Ofisite Cost Estimates.xls]Summary Estimate Notes: Prop. = Property ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL REVISED: 8/19/04 UNITED CITY OF YORKVILLE AGREEMENT FOR PROFESSIONAL ENGINEERING SERVICES This Agreement, made this day of , 20 , by and between the United City of Yorkville, Kendall County, Illinois, hereafter referred to as the OWNER, and Engineering Enterprises, Inc., Sugar Grove, Illinois hereinafter referred to as the ENGINEER: The OWNER intends to construct Water Works System Improvements in Kendall County, State of Illinois and for which the ENGINEER agrees to perform the various professional engineering services for the design and construction of said improvements. The OWNER intends to construct the improvements as follows: Contract F.1 Install approximately 7,700 LF of 16-inch water main from Route 47 & Legion Road along Legion to Ronhill Road to Neola Road to Property H (See Attached Exhibit— Off Site Water Main 1); Contract F.2 Install approximately 4,300 LF of 16-inch water main from Property H to Highpoint Road to Mapleridge Road to Long Grove Drive to Property G (See Attached Exhibit— Off Site Water Main 2); Contract F.3 Install approximately 1,600 LF of 16-inch water main between Property A to Property B (See Attached Exhibit— Off Site Water Main 3); Contract F.4 Install approximately 3,900 LF of 16-inch water main between River's Edge Subdivision to C along Fox Road (See Attached Exhibit— Off Site Water Main 4); Contract F.5 Construct a Booster Pump/Pressure Reducing Valve Station near IL Route 71 in Property G (See Attached Exhibit—Proposed BP/PRV Station); and Contract F.6 Construct a Pressure Reducing Valve Station north of Fox Road in Property D (See Attached Exhibit—Proposed PRV Station). WITNESSETH: That for and in consideration of the mutual covenants and promises between the parties hereto, it is hereby agreed: SECTION A- PROFESSIONAL DESIGN ENGINEERING SERVICES The ENGINEER shall furnish professional design engineering services as follows: 1. The ENGINEER will attend conferences with the OWNER, or other interested parties as may be reasonably necessary. 1 UNITED CITY OF YORKVILLE (Section A—Continued) 2. The ENGINEER will perform the necessary design surveys, accomplish the detailed design of the project, prepare construction drawings, specifications and contract documents, and prepare a final cost estimate based on final design for the entire system. It is also understood that if subsurface explorations (such as borings, soil tests, rock soundings and the like) are required, the ENGINEER will furnish coordination of said explorations without additional charge, but the costs incident to such explorations shall be paid for by the OWNER as set out in Section D hereof. 3. The contract documents furnished by the ENGINEER under Section A-2 shall utilize IEPA endorsed construction contract documents, including Supplemental General Conditions, Contract Change Orders, and partial payment estimates. 4. Prior to the advertisement for bids, the ENGINEER will provide for each construction contract, not to exceed 10 copies of detailed drawings, specifications, and contract documents for use by the OWNER, appropriate Federal, State, and local agencies from whom approval of the project must be obtained. The cost of such drawings, specifications, and contract documents shall be included in the basic compensation paid to the ENGINEER. 5. The ENGINEER will furnish additional copies of the drawings, specifications and contract documents as required by prospective bidders, material suppliers, and other interested parties, but may charge them for the reasonable cost of such copies. Upon award of each contract, the ENGINEER will furnish to the OWNER five sets of the drawings, specifications and contract documents for execution. The cost of these sets shall be included in the basic compensation paid to the ENGINEER. Original documents, survey notes, tracings, and the like, except those furnished to the ENGINEER by the OWNER, are and shall remain the property of the ENGINEER. 6. The drawings prepared by the ENGINEER under the provisions of Section A-2 above shall be in sufficient detail to permit the actual location of the proposed improvements on the ground. The ENGINEER shall prepare and furnish to the OWNER without any additional compensation, three copies of map(s) showing the general location of needed construction easements and permanent easements and the land to be acquired. Property surveys, property plats, property descriptions, abstracting and negotiations for land rights shall be accomplished by the OWNER, unless the OWNER requests, and the ENGINEER agrees to provide those services. In the event the ENGINEER is requested to provide such services, the ENGINEER shall be additionally compensated as set out in Section D hereof. 2 UNITED CITY OF YORKVILLE (Section A—Continued) 7. The ENGINEER will attend the bid opening and tabulate the bid proposal, make an analysis of the bids, and make recommendations for awarding contracts for construction. 8. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as will protect the ENGINEER from claims under the Workman's Compensation Act and such comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or by the ENGINEER's employees of the ENGINEER's functions and services required under this Agreement. 9. The ENGINEER will complete the final plans, specifications and contract documents and submit for approval of the OWNER, and all State regulatory agencies within the specified number of days from the date of authorization unless agreed to by both parties. The number of specified days per contract are as listed below: Contract F.1 — 120 calendar days Contract F.2— 120 calendar days Contract F.3—90 calendar days Contract F.4— 120 calendar days Contract F.5— 120 calendar days Contract F.6—90 calendar days If the above is not accomplished within the time period specified, this Agreement may be terminated by the OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER. SECTION B - PROFESSIONAL CONSTRUCTION ENGINEERING SERVICES The ENGINEER shall furnish professional construction engineering services as follows: 1. The ENGINEER will review, for conformance with the design concept, shop and working drawings required by the construction Contract Documents and indicate on the drawings the action taken. Such action shall be taken with reasonable promptness. 3 UNITED CITY OF YORKVILLE (Section B—Continued) 2. The ENGINEER will interpret the intent of the drawings and specifications to protect the OWNER against defects and deficiencies in construction on the part of the contractors. The ENGINEER will not, however, guarantee the performance by any contractor. 3. The ENGINEER will evaluate and determine acceptability of substitute materials and equipment proposed by Contractor(s). 4. The ENGINEER will establish baselines for locating the work together with a suitable number of bench marks adjacent to the work as shown in the contract documents. 5. The ENGINEER will provide general engineering review of the work of the Contractor(s) as construction progresses to ascertain that the Contractor is conforming with the design concept. (a) ENGINEER shall have authority, as the OWNER's representative, to require special inspection of or testing of the work, and shall receive and review all certificates of inspections, testing and approvals required by laws, rules, regulations, ordinances, codes, orders or the Contract Documents (but only to determine generally that their content complies with requirements of, and the results certified indicate compliance with, the Contract Documents). (b) During such engineering review, ENGINEER shall have the authority, as the OWNER's representative, to disapprove of or reject Contractor(s)' work while it is in progress if ENGINEER believes that such work will not produce a completed Project that conforms generally to the Contract Documents or that it will prejudice the integrity of the design concept of the Project as reflected in the Contract Documents. 6. The ENGINEER will provide resident construction observation. Resident construction observation shall consist of visual inspection of materials, equipment, or construction work for the purpose of ascertaining that the work is in substantial conformance with the contract documents and with the design intent. Such observation shall not be relied upon by others as acceptance of the work. The ENGINEER's undertaking hereunder shall not relieve the Contractor of Contractor's obligation to perform the work in conformity with the drawings and specifications and in a workmanlike manner; shall not make the ENGINEER an insurer of the Contractor's performance; and shall not impose upon the ENGINEER any obligation to see that the work is performed in a safe manner. Attachment 1 - The Limitations of Authority, Duties and Responsibilities of the Resident Construction Observer is attached to this Agreement. 7. The ENGINEER will cooperate and work closely with representatives of the OWNER. 4 UNITED CITY OF YORKVILLE (Section B—Continued) 8. Based on the ENGINEER's on-site observations as an experienced and qualified design professional, on information provided by the Resident Construction Observer, and upon review of applications for payment with the accompanying data and schedules by the Contractor, the ENGINEER: (a) Shall determine the amounts owing to Contractor(s) and recommend in writing payments to Contractor(s) in such amounts. Such recommendations of payment will constitute a representation to OWNER, based on such observations and review, that the work has progressed to the point indicated, and that, to the best of the ENGINEER's knowledge, information and belief, the quality of such work is generally in accordance with the Contract Documents (subject to an evaluation of such work as a functioning whole prior to or upon substantial completion, to the results of any subsequent tests called for in the Contract Documents, and to any other qualifications stated in the recommendation). (b) By recommending any payment, ENGINEER will not hereby be deemed to have represented that exhaustive, continuous or detailed reviews or examinations have been made by ENGINEER to check the quality or quantity of Contractor(s)' work as it is furnished and performed beyond the responsibilities specifically assigned to ENGINEER in the Agreement and the Contract Documents. ENGINEER's review of Contractor(s)' work for the purposes of recommending payments will not impose on Engineer responsibility to supervise, direct or control such work or for the means, methods, techniques, sequences, or procedures of construction or safety precautions or programs incident thereto or Contractor(s) compliance with laws, rules, regulations, ordinances, codes or orders applicable to their furnishing and performing the work. It will also not impose responsibility on ENGINEER to make any examination to ascertain how or for what purposes any Contractor has used the moneys paid on account of the Contract Price, or to determine that title to any of the work, materials equipment has passed to OWNER free and clear of any lien, claims, security interests, or encumbrances, or that there may not be other matters at issue between OWNER and Contractor that might affect the amount that should be paid. 9. The ENGINEER will prepare necessary contract change orders for approval of the OWNER, and others on a timely basis. 10. The ENGINEER will make a final review prior to the issuance of the statement of substantial completion of all construction and submit a written report to the OWNER. Prior to submitting the final pay estimate, the ENGINEER shall submit the statement of completion to and obtain the written acceptance of the facility from the OWNER. 5 UNITED CITY OF YORKVILLE (Section B—Continued) 11. The ENGINEER will provide the OWNER with one set of reproducible record (as-built) drawings and two sets of prints at no additional cost to the OWNER. Such drawings will be based upon construction records provided by the contractor during construction and reviewed by the resident construction observer and from the resident construction observer's construction data. 12. If State Statutes require notices and advertisements of final payment, the ENGINEER shall assist in their preparation. 13. The ENGINEER will be available to furnish engineering services and consultations necessary to correct unforeseen project operation difficulties for a period of one year after the date of statement of substantial completion of the facility. This service will include instruction of the OWNER in initial project operation and maintenance but will not include supervision of normal operation of the system. Such consultation and advice shall be at the hourly rates as described in the attached "Standard Schedule of Charges", dated January 1, 2004. The ENGINEER will assist the OWNER in performing a review of the project during the 11th month after the date of the certificate of substantial completion. 14. The ENGINEER further agrees to obtain and maintain, at the ENGINEER's expense, such insurance as will protect the ENGINEER from claims under the Workman's Compensation Act and such comprehensive general liability insurance as will protect the OWNER and the ENGINEER from all claims for bodily injury, death, or property damage which may arise from the performance by the ENGINEER or by the ENGINEER's employees of the ENGINEER's functions and services required under this Agreement. 15. The ENGINEER will provide construction engineering services on the various projects in accordance with the project schedules developed as each of the contracts, F.1 through F.6, is authorized for construction. If the above is not accomplished within the time period specified, this Agreement may be terminated by the OWNER. The time for completion may be extended by the OWNER for a reasonable time if completion is delayed due to unforeseeable cases beyond the control and without the fault or negligence of the ENGINEER. SECTION C—COMPENSATION FOR ENGINEERING SERVICES 1. The OWNER shall compensate the ENGINEER for professional design engineering services in the amount of One Hundred Fifty Six Thousand Seven Hundred Fifty and 00/100 - Fixed Fee (FF) Dollars ($ 156,750 FF ) as summarized on Attachment A: "Summary of Compensation for Professional Engineering Services" dated August 19, 2004. (a) The compensation for the professional design engineering services shall be payable as follows: 6 UNITED CITY OF YORKVILLE (Section C—Continued) (1) A sum which does not exceed ninety percent (90%) of the total compensation payable under Section C-1 shall be paid in monthly increments for work actually completed and invoiced, for the preparation and submission to the OWNER and/or IEPA of the construction drawings, specifications, cost estimates and contract documents. (2) A sum which, together with the compensation paid pursuant to Section C-1(a)(1) above, equals one hundred percent (100%) of the total compensation due and payable in accord with Section C-1 above, shall be due immediately after the award of construction contract(s) is approved by the corporate authorities. (3) The stated fixed fee value for each project will apply to all projects with a notice to proceed prior to April 30, 2005. The fee for each project will be increased by 3% per year for each project that proceeds after April 30, 2005. 2. The OWNER shall compensate the ENGINEER for the administration of the construction contracts (Construction Administration) in the amount of Fifty One Thousand Seven Hundred and 00/100 — Fixed Fee (FF) Dollars ($ 51,700 FF ) as summarized on Attachment A: "Summary of Compensation for Professional Engineering Services"dated August 19, 2004. (a) The compensation for the construction administration services shall be payable as follows: (1) A sum which does not exceed ninety percent (90%) of the total compensation payable under Section C-2 shall be paid in monthly increments for work actually completed and invoiced, for the administration of the construction contracts. (2) A sum which, together with the compensation paid pursuant to Section C-2(a)(1) above, equals one hundred percent(100%) of the total compensation due and payable in accord with Section C-2 above, shall be due immediately after the final Contractor pay-out is processed. (2) The stated fixed fee value for each project will apply to all projects with a construction initiation prior to April 30, 2005. The fee for each project will be increased by 3% per year for each project that proceeds after April 30, 2005. 3. The OWNER shall compensate the ENGINEER for the construction staking, construction observation (including the Resident Construction Observer), and the additional consultation and surveying services on the basis of Hourly Rates- HR as described on the attached "Standard Schedule of Charges" dated 7 UNITED CITY OF YORKVILLE (Section C—Continued) January 1, 2004 or as reevaluated on May 1 of each following year. The estimated values, based on the current schedule, are included in Attachment A. (a) The compensation for the construction staking, construction observation (including the Resident Construction Observer), and any additional consultation and surveying services shall be payable as follows: (1) A sum which equals any charges for work actually completed and invoiced shall be paid at least once per month. (2) On May 1 of each calendar year, the "Standard Schedule of Charges" may be reevaluate by the ENGINEER to account for cost of living and/or cost of engineering service changes in subsequent years. A maximum hourly rate increase of $3.00 may be applied to each employee designation each year. 4. The compensation for any additional engineering services authorized by the OWNER pursuant to Section D shall be payable as follows: (a) A sum which equals any charges for work actually completed and invoiced shall be paid at least once per month. SECTION D—ADDITIONAL ENGINEERING SERVICES In addition to the foregoing being performed, the following services may be provided UPON PRIOR WRITTEN AUTHORIZATION OF THE OWNER. 1. Site surveys for water treatment plants, sewage treatment works, dams, reservoirs, and other similar special surveys as may be required. 2. Laboratory tests, well tests, borings, specialized geological soils hydraulic, or other studies recommended by the ENGINEER. 3. Property surveys, detailed description of sites, maps, drawings, or estimates related thereto; assistance in negotiating for land and easement rights. 4. Necessary data and filing maps for litigation, such as condemnation. 5. Redesigns ordered by the OWNER after final plans have been accepted by the OWNER and TEPA. 8 UNITED CITY OF YORKVILLE (Section D—Continued) 6. Appearances before courts or boards on matters of litigation or hearings related to the project. 7. Preparation of environmental impact assessments or environmental impact statements. 8. Making drawings from field measurements of existing facilities when required for planning additions or alterations thereto. 9. Services due to changes in the scope of the Project or its design, including but not limited to, changes in size, complexity, schedule or character of construction. 10. Revising studies or reports which have previously been approved by the OWNER, or when revisions are due to cases beyond the control of the ENGINEER. 11. Preparation of design documents for alternate bids where major changes require additional documents. 12. Preparation of detailed renderings, exhibits or scale models for the Project. 13. Providing special analysis of the OWNER's needs such as owning and operating analysis, plan for operation and maintenance, OWNER's special operating drawings or charts, and any other similar analysis. 14. The preparation of feasibility studies, appraisals and evaluations, detailed quantity surveys of material and labor, and material audits or inventories by the OWNER. 15. Additional or extended services during construction made necessary by (1) work damaged by fire or other cause during construction, (2) defective or incomplete work of the Contractor, and/or (3) the Contractor's default on the Construction Contract due to delinquency or insolvency. 16. Providing design services relating to future facilities, systems and equipment which are not intended to be constructed or operated as a part of the Project. 17. Providing other services not otherwise provided for in this Agreement, including services normally furnished by the OWNER as described in Section F—SPECIAL PROVISIONS—Owner's Responsibilities. Payment for the services specified in this Section D shall be as agreed in writing between the OWNER and the ENGINEER prior to commencement of the work. The ENGINEER will render to OWNER for such services an itemized bill, separate from any other billing, once each month, for compensation for services performed 9 UNITED CITY OF YORKVILLE (Section D—Continued) hereunder during such period, the same to be due and payable by OWNER to the ENGINEER on or before the 10th day of the following period. Payment for services noted in Section D shall be at Actual Cost(AC), Fixed Fee (FF) or Hourly (HR). SECTION E - INTEREST ON UNPAID SUMS OWNER shall make all payments to ENGINEER in accord with the requirements of the Illinois Local Government Prompt Payment Act, 50 ILCS 505/1 et seq., including but not limited to the penalty provisions contained therein. SECTION F -SPECIAL PROVISIONS 1. OWNER'S RESPONSIBILITIES (a) Provide to the ENGINEER all criteria, design and construction standards and full information as to the OWNER's requirements for the Project. (b) Designate a person authorized to act as the OWNER's representative. The OWNER or his representative shall receive and examine documents submitted by the ENGINEER, interpret and define the OWNER's policies and render decisions and authorizations in writing promptly to prevent unreasonable delay in the progress of the ENGINEER's services. (c) Furnish laboratory tests, air and water pollution tests, reports and inspections of samples, materials or other items required by law or by governmental authorities having jurisdiction over this Project, or as recommended by the ENGINEER. (d) Provide legal, accounting, right-of-way acquisition and insurance counseling services necessary for the Project, legal review of the construction Contract Documents, and such auditing services as the OWNER may require to account for expenditures of sums paid to the Contractor. (e) Furnish above services at the OWNER's expense and in such manner that the ENGINEER may rely upon them in the performance of his services under this Agreement and in accordance with the Project timetable. (f) In the event that the OWNER shall bring any suit, cause of action or counterclaim against the ENGINEER, to the extent that the ENGINEER shall prevail, the party initiating such action shall pay to the ENGINEER the cost and expenses incurred to answer and/or defend such action, including reasonable attorney fees and court costs. In no event shall the ENGINEER indemnify 10 UNITED CITY OF YORKVILLE (Section F—Continued) any other party for the consequences of that party's negligence, including failure to follow the ENGINEER's recommendations. (g) Guarantee full and free access for the ENGINEER to enter upon all property required for the performance of the ENGINEER's services under this Agreement. (h) Give prompt written notice to the ENGINEER whenever the OWNER observes or otherwise becomes aware of any defect in the Project or other event which may substantially affect the ENGINEER's performance of services under this Agreement. (i) Protect and preserve all survey stakes and markers placed at the project site prior to the assumption of this responsibility by the Contractor and bear all costs of replacing stakes or markers damaged or removed during said time interval. 2. All original documents, including but not limited to ideas, designs, drawings and specifications, are to remain the property of the ENGINEER, however, the ENGINEER shall provide signed duplicate originals of same to the OWNER. Modifications of any signed duplicate original document not authorized by ENGINEER will be at OWNER's sole risk and without legal liability to the ENGINEER. Use of any incomplete, unsigned document will, likewise, be at the OWNER's sole risk and without legal liability to the ENGINEER. 3. Delegation of Duties - Neither the OWNER nor the ENGINEER shall delegate his duties under this Agreement without the written consent of the other. 4. Extent of Agreement - This Agreement represents the entire and integrated Agreement between the OWNER and the ENGINEER and supersedes all prior negotiations, representations or agreement, either written or oral. This Agreement may be amended only by written instrument signed by the OWNER and the ENGINEER. 5. Governing Law - Unless otherwise specified within this Agreement, this Agreement shall be governed by the law of the principal place of business of the ENGINEER. 6. In the event any provisions of this Agreement shall be held to be invalid and unenforceable, the remaining provisions shall be valid and binding upon the parties. 7. The ENGINEER has not been retained or compensated to provide design services relating to the Contractor's safety precautions or to means, methods, techniques, sequences, or procedures required by the Contractor to perform his work but not relating to the final or completed structure; omitted services 11 UNITED CITY OF YORKVILLE (Section F—Continued) include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. 8. The ENGINEER intends to render his services under this Agreement in accordance with generally accepted professional practices for the intended use of the Project. 9. Since the ENGINEER has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s) methods of determining prices, or over competitive bidding or market conditions, his opinions of probable Project Costs and Construction Costs provided for herein are to be made on the basis of his experience and qualifications and represent his best judgment as an experienced and qualified professional engineer, familiar with the construction industry; but the ENGINEER cannot and does not guarantee that proposals, bids or actual project or construction cost will not vary from opinions of probable cost prepared by him. If prior to the bidding or negotiating phase OWNER wishes greater assurance as to project or construction costs he shall employ an independent cost estimator. 10. TERMINATION (a) Should the OWNER decide to abandon, discontinue, or terminate the Project at any stage of development, the ENGINEER shall receive seven (7) days written notice and be compensated for their services through the appropriate fee schedule provided for in the Agreement to date of abandonment, discontinuance or termination. (b) In the event the project is delayed for causes beyond the control of the ENGINEER for a period of six months or more, the ENGINEER shall be paid for his services to the beginning of the delay on the basis of actual cost plus 125% to cover profit, overhead and readiness to serve - "actual cost" being defined as material costs plus actual payrolls, insurance, social security and retirement deductions. Traveling and other out-of-pocket expense will be reimbursed to the ENGINEER at his actual cost. 12 UNITED CITY OF YORKVILLE IN WITNESS WHEREOF, the parties hereto have executed, or caused to be executed by their duly authorized officials, this Agreement in duplicate on the respective dates indicated below. (SEAL) OWNER: City of Yorkville By ATTEST Print Name Arthur F. Prochaska, Jr. Print Name Ms. Jackie Milschewski Title Mayor Title City Clerk Date (SEAL) ENGINEER: Engineering Enterprises, Inc. By ATTEST Print Name James K. Michels, P.E. Print Name Ms. Dawn M. Goodbred Title President Title Secretary Date \\eeint\EEI-DOCS\PUBLIC\Yorkville\20011YO0101 Well No.6 Improvements\Doc\agreement.doc 13 UNITED CITY OF YORKVILLE ATTACHMENT 1 to Agreement for Professional Engineering Services THE LIMITATIONS OF AUTHORITY, DUTIES AND RESPONSIBILITIES OF THE RESIDENT CONSTRUCTION OBSERVER ARE AS FOLLOWS: 1. The Resident Construction Observer shall act under the direct supervision of the ENGINEER, shall be the ENGINEER's agent in all matters relating to on-site construction review of the Contractor's work, shall communicate only with the ENGINEER and the Contractor (or Contractors), and shall communicate with subcontractors only through the Contractor or his authorized superintendent. The OWNER shall communicate with the Resident Construction Observer only through the ENGINEER. 2. The Resident Construction Observer shall review and inspect on-site construction activities of the Contractor relating to portions of the Project designed and specified by the Engineer as contained in the Construction Contract Documents. 3. Specifically omitted from the Resident Construction Observer's duties are any review of the Contractor's safety precautions, or the means, methods, sequences, or procedures required for the Contractor to perform the work but not relating to the final or completed Project. Omitted design or review services include but are not limited to shoring, scaffolding, underpinning, temporary retainment of excavations and any erection methods and temporary bracing. 4. The specific duties and responsibilities of the Resident Construction Observer are enumerated as follows: (a) Schedules: Review the progress schedule, schedule of Shop Drawing submissions and schedule of values prepared by Contractor and consult with ENGINEER concerning their acceptability. (b) Conferences: Attend preconstruction conferences. Arrange a schedule of progress meetings and other job conferences as required in consultation with ENGINEER and notify those expected to attend in advance. Attend meetings and maintain and circulate copies of minutes thereof. (c) Liason: (1) Serve as ENGINEER's liaison with Contractor, working principally through Contractor's superintendent and assist him in understanding the intent of the Contract Documents. 1 UNITED CITY OF YORKVILLE (Attachment 1 —Continued) (2) Assist ENGINEER in serving as OWNER's liaison with Contractor when Contractor's operations affect OWNER's on-site operations. (3) As requested by ENGINEER, assist in obtaining from OWNER additional details or information, when required at the job site for proper erection of the work. (d) Shop Drawings and Samples: (1) Receive and record date of receipt of Shop Drawings and samples. (2) Receive samples that are furnished at the site by Contractor, and notify ENGINEER of their availability for.examination. (3) Advise ENGINEER and Contractor or its superintendent immediately of the commencement of any work requiring a Shop Drawing or sample submission if the submission has not been approved by ENGINEER. (e) Review of Work, Rejection of Defective Work, Inspections and Tests: (1) Conduct on-site inspection of the work in progress to assist ENGINEER in determining if the work is proceeding in accordance with the Contract Documents and that completed work will conform to the Contract Documents. (2) Report to ENGINEER whenever he believes that any work is unsatisfactory, faulty or defective or does not conform to the Contract Documents, or does not meet the requirements of any inspections, test or approval required to be made or has been damaged prior to final payment; and advise ENGINEER when he believes work should be corrected or rejected or should be uncovered for inspection, or requires special testing, inspection or approval. (3) Verify that tests, equipment and systems start-ups, and operating and maintenance instructions are conducted as required by the Contract Documents and in presence of the required personnel, and that Contractor maintains adequate records thereof; observe, record and report to ENGINEER appropriate details relative to the test procedures and start-ups. 2 UNITED CITY OF YORKVILLE (Attachment 1 —Continued) (4) Accompany visiting inspectors representing public or other agencies having jurisdiction over the Project, record the outcome of these inspections and report to ENGINEER. (f) Interpretation of Contract Documents: Transmit to Contractor ENGINEER's clarifications and interpretations of the Contract Documents. (g) Modifications: Consider and evaluate Contractor's suggestions for modifications in Drawings or Specifications and report them with recommendations to ENGINEER. (h) Records: (1) Maintain at the job site orderly files for correspondence, reports of job conferences, Shop Drawings and samples submissions, reproductions of original Contract Documents including all addenda, change orders, field orders, additional drawings issued subsequent to the execution of the Contract, ENGINEER's clarifications and interpretations of the Contract Documents, progress reports, and other Project related documents. (2) Keep a diary or log book, recording hours on the job site, weather conditions, data relative to questions of extras or deductions, list of visiting officials and representatives of manufacturers, fabricators, suppliers and distributors, daily activities, decisions, observations in general and specific observations in more detail as in the case of observing test procedures. Send copies to ENGINEER. (3) Record names, addresses and telephone numbers of all Contractors, subcontractors and major suppliers of materials and equipment. (i) Reports: (1) Furnish ENGINEER periodic reports as required of progress of the work and Contractor's compliance with the approved progress schedule and schedule of Shop Drawing submissions. (2) Consult with ENGINEER in advance of schedule major tests, inspections or start of important phases of the work. (3) Report immediately to ENGINEER upon the occurrence of any accident. 3 UNITED CITY OF YORKVILLE (Attachment 1 —Continued) (j) Payment Requisitions: Review applications for payment with Contractor for compliance with the established procedure for their submission and forward them with recommendations to ENGINEER, noting particularly their relation to the schedule of values, work completed and materials and equipment delivered at the site but not incorporated in the work. (k) Certificates, Maintenance and Operating Manuals: During the course of the work, verify that certificates, maintenance and operation manuals and other data required to be assembled and furnished by Contractor are applicable to the items actually installed; and deliver this material to ENGINEER for his review and forwarding to OWNER prior to final acceptance of the work. (I) Completion: (1) Before ENGINEER issues a Statement of Substantial Completion, submit to Contractor a list of observed items requiring completion or correction. (2) Conduct final review in the company of ENGINEER, OWNER and Contractor and prepare a final list of items to be completed or corrected. (3) Verify that all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. G:\Public\Yorkville\20041Y00402 Fox Road Water System Extension Analysis\Doc\agreement.doc 4 U S.ROUTE 34 �_�_ , ) �I - R -J SSURE ZONE ' --_. ' __ (NORTH LONE) \ / ,, i`Y( PRE SUREZOMENo Z .— :\ N .. 1 (NORTN CENTRAL ZONE)I-' L ^�_T �\ // / i .-- ''',-...--77-'-'''''--.„_''' JT�. , POTENTIAL / 1 ELEVATED - /1-..---J" LI' / -_ JORTH h - f \ ceyrRAL 2000' 0' 2000' 4000' �, ��- �� SCALE FEET /I i' f '„„,,,", ., -...i.',.: ' , ----,,,, ,..r-.,�.,. ROD__._ �- RIVER o - ��'��� � PRESSURE ZONE NO.2 / sr. N G' CURRENT FACILITIES AND ELEVATIONS ��_ �• F' r � - �' -STORAGE:300,000 GAL. yA . RICHARD YOUNG :_ -.:% -TCL:763 7 FOREST PRESERVE ,/"" i FOREST PRESERVE I I ��'%' J -GROUND ELEVATIONS:580-650 / OFF SITE �E y/ �t -SUPPLY:1,850 GPM ; WATER MAIN e` E\ / ._____• I lr,/ SOgTH CENTRAL, - 4 ILI-J BPI RV STATION PROPOSED , A a PRV STATION S ,1 ...e.' y5sJa 3 ,,,, _ - oP� ... ® o s,r 'cQEe7:-/' \ - r- .0..../ _ r :LJ -- :- '''''14OROSEDi .ice 0. / � UNDER 1 �l �� 500,000 GAL. CO Rf�710Nt I T—J �... J,--J-111 '� 'SOUTH / L_ OFF SITE l A 0 WATER MAIN C�NTRAL T PRESSURE ZONE NO.3 ! �� --I CURRENT FACILITIES AND ELEVATIONS / �. 1cLINas `` II -STORAGE:500,000 GAL. 1 � 4V7 i HARRIS PROPOSED - /^— \ \ - ROSE 116( 1 TCL:850 Aoti F.P. PRV STATIONv J ` - - 'z,D /KENDALLIUET (UNDER ' PROPOSED 1.25 MG SOUTH I -GROUND ELEVATIONS:645-715 PROPOSED *0q0 CONSTRUCTION'\ EWST,WELL NO.7,WELL _� SUPPLY:0 GPM BwPRvsrnnaN , � I;/mow"� Y' ' T rt; TREATMENT FACILITY � / �9'J `� � , FAIRGROUNDS .6.;. :� \ (UNDER CONSTRUCTION) - .- a0 ♦I \?o a LOS,' _ :L- �'"RpAO \.l \ _—_.__--_ ' Q 2 i , lc - : °: WATER MAIN ', I. 44 PROPOSER I� PUBLIC FACILITIES �� , �l SITE(EWST,WELL, AND TREATMENT) - - ; __„ ge : . , • PRESSURE ZONE NO.4 \-QFF SITE 2 CURRENT FACILITIES AND ELEVATIONS 7 WATER o -STORAGE:1,250,000 GAL.(UNDER CONSTRUCTION) 1 J, a -TCL:920 v" 'I � I' n -GROUND ELEVATIONS:715-790 �� � �` g -SUPPLY:1,000 GPM(UNDER CONSTRUCTION) Q - �� 1 / rn I _-- V PRESSURE ��_ O ZONE No 1' s (SOUTH ZONE) ~ PRESSURE —, / a �fsouTNCENTRA�zoraE) a{ (sour"Ens"r'iyNE� ------- -Q i �..... LEGEND V ZONE No 3 yEXISTING LESS THAN 4"WATER MAIN co °� � !, / ° z EXISTING 4"WATER MAIN Y EXISTING 6"WATER MAIN Q o m a' $ co• _ = or.: _ Q .- - _. EXISTING 8"WATER MAIN x EXISTING 10"WATER MAIN w - — -- - EXISTING 12"WATER MAIN 3 of EXISTING 16"WATER MAIN -o I _ z, - - - - '• FUTURE 12"WATER MAIN N I ° o — — —FUTURE 16"WATER MAIN 0 z° of I CURRENT PROPERTIES WITHIN 0 N �.,, moi, SOUTHWEST SERVICE AREA > r= yl CONSIDERING DEVELOPMENT (I 0I 2 s IX, a COPYRIGHT©2004 ENGINEERING ENTERPRISES, INC_ N =r\$DSNGROJ\YO�.oz\owc�roaaoio2 o c'S �r Engineering Enterprises,Inc. UNITED CITY OF YORKVILLE SOUTHWEST WATER WORKS WATER DISTRIBUTION PLAN DATE MARCH 2004 PROJ. NO. Y00402 ls�► Consulting Engineers KENDALL COUNTY, ILLINOIS o F� ,,/ 52 Wheeler Road SYSTEM EXPANSION ANALYSIS FILE NO. Y0040202 `[1■ Sugar Grove, Illinois 60554 630/466-9350 NO DATE REVISIONS EXHIBIT A 2 x ATTACHMENT A: SUMMARY OF COMPENSATION FOR PROFESSIONAL ENGINEERING SERVICES 8/19/04 WATER WORKS SYSTEM IMPROVEMENTS City of Yorkville, Kendall Co., IL DESIGN AND CONSTRUCTION ENGINEERING CONSTRUCTION CONSTRUCTION STAKING DESIGN ENGINEERING ADMINISTR. AND OBSERVATION (Contract=FF) (Contract=FF) (Contract=HR) Estimated Total %Of, Constr. Constr. Constr. Total, , ik%Of0 4 Constr. Design '�Constr -, Administration Staking&Drafting Observ. Contstr. `Conatr. Contract Project Costs .Expenses st .Co ` -_ `" Expenses Expenses Expensesxpens r.0 C"os ,i'.. F.1 Offsite Water Main 1 $590,700 '.$45,600 . .-:`''7,7%'''-',i $13,000 $14,500 $13,900 $41,400' ti tOii0 a F.2 Offsite Water Main 2 $315,700 $25,250. '8.0%. . $7,100 $6,800 $8,200 ,„.`$22,100M 7.0%IQ�4s F.3 Offsite Water Main 3 $88,000 ''$8,000 ' " 9`1%%, $2,000 $2,400 $1,800 .',.• ':',$6,700, 1-:, 7.0%it," F.4 Offsite Water Main 4 $275,000 '`$22,000 8.0% " $6,300 $6,100 $7,500 ::$19900_ .7.2% F.5 BP/PRV Station $488,950 $38;000 _ 7.8% ',, $16,500 $5,000 $11,000 ,,$32,500" 6,.6 _ F.6 PRV Station $192,500 $18,000 " '9:4%:,•,' $6,800 $2,500 $4,200 $13 5002, 7,0%0,"" kh �r 'TOT'AL $1,050 850: ...$.15060.. 8 0bin: '41i`i'S:4*;;;700:::%-74 $37,300: `,5 W ,i i 0"0 13 l A11 G:\Public\Yorkville\2004\Y00402 Fox Road Water System Extension Analysis\Eng\[fee inventory02.xls]Summary ADDITIONAL CONSULTATION,SURVEYING,AND TESTING SERVICES Estimated Contract CONTRACT DESIGNATIONS Service Costs Type HR=Hourly Rate With Estimated Fee Easements and Legal Surveying $30,000 HR FF=Fixed Fee Subsurface Soils Investigation&Material TestingC $50,000 AC AC=Actual Cost TOTAL ENGINEERING CONSULTATION: $80,000 -- Notes: Subsurface soils investigation and material testing costs are estimated; Work to be completed by another company with EEI coordination ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630 / 466-9350 STANDARD SCHEDULE OF CHARGES FAX: 630 / 466-9380 www.eeiweb.com January 1, 2004 EMPLOYEE DESIGNATION CLASSIFICATION HOURLY RATE Principal Engineer E-3 $123.00 Senior Project Manager E-2 $114.00 Project Manager E-1 $105.00 Senior Project Engineer/Surveyor P-5 $ 96.00 Project Engineer/Surveyor P-4 $ 87.00 Senior Engineer/Surveyor P-3 $ 78.00 Engineer/Surveyor P-2 $ 69.00 Associate Engineer/Surveyor P-1 $ 60.00 Senior Project Technician T-5 $ 87.00 Project Technician T-4 $ 78.00 Senior Technician T-3 $ 69.00 Technician T-2 $ 60.00 Associate Technician T-1 $ 51.00 Secretary A-3 $ 60.00 VEHICLES, EQUIPMENT AND REPROGRAPHICS Vehicle for Construction Observation VEH $ 10.00 Global Positioning System Equipment GPS $ 25.00 Scanning ($1.50 per Sheet) SCA N/A Reproduction ($1.50 per Sheet) REP N/A G:\EEI\DOCS\FORMS\GENERAL\STADS0104.DOC Consulting Engineers Specializing in Civil Engineering and Land Surveying Personnel, Positions & Classifications James K.Michels,P.E. E-3 Timothy V.Weidner,E.I. P-4 President Project Engineer Peter G.Wailers,P.E. E-3 Michele L.Daly,E.I. P-4 Senior Vice President Project Engineer David R.Burroughs,P.E. E-3 Terry M.Heitkamp,E.I. P-4 Vice President Project Engineer Ronald G.Naylor,P.E. E-2 Nathaniel J.Koehneke,E.I. P-4 Senior Project Manager Project Engineer John T.Whitehouse,P.E.,P.L.S. E-2 Stephen T.Dennison P-4 Senior Project Manager Project Engineer Bradley P.Sanderson,P.E. E-2 Gregory A.Chambers T-5 Senior Project Manager Senior Project Technician(Field) Jeffrey W.Freeman,P.E. E-2 Steven Gozner,III 1-5 Senior Project Manager Senior Project Technician(CAD) William E.Dunn,P.E. E-2 David S.Stewart T-5 Senior Project Manager Senior Project Technician(Field) Timothy P.Farrell,P.E. E-1 William C.Pierson T-4 Project Manager Project Technician(CAD) Timothy N.Paulson,P.E. E-1 C.Larry Nolan T-4 Project Manager Project Technician(CAD) Kevin S.Bomstad,P.E. E-1 Kristopher K.Pung T-4 Project Manager Project Technician(CAD) David E.Schumacher E-1 Thomas A.Ness T-4 Project Manager Project Technician(Field) Scott A.Swanson E-1 Lenard E.Lynn T-4 Computer Aided Drafting& Project Technician(Field) Information Systems Manager Ryan M.Christoffel T-3 George R.Burgess,P.L.S. P-5 Senior Technician(Field) Senior Project Surveyor Joshua M.Boatman T-3 Mark G.Scheller,P.L.S. P-5 Senior Technician(Field) Senior Project Surveyor Matthew R.Blackburn T-3 Andrew R.Deitchman,P.E. P-5 Senior Technician(Field) Senior Project Engineer/Environmental Denise M.Migliorini A-3 Jason P. "Jay"Nemeth,P.E. P-5 Administrative Assistant Senior Project Engineer Denise M.Thelander A-3 Yifang Lu,P.E. P-5 Accounting Assistant Senior Project Engineer Angela R.Ford A-3 Stephan W.Grabowski P-5 Secretary Senior Transportation Planner Dawn M.Goodbred A-3 Christopher E.Peterson,S.I. P-4 Secretary Project Surveyor Nicole M.Morris A-3 Julie A.Morrison,E.I. P-4 Accounting Assistant Project Engineer Bobbi M.Erdmann A-3 Darrin P.Schertz P-4 Marketing Director Project Engineer Angela D.McCoy A-3 David A.Kamano,E.I. P-4 Accounting Assistant Project Engineer East Dundee,Illinois Brian R.Valleskey P-4 GIS Specialist Mark C.Weber,P.L.S. P-5 Senior Project Surveyor Jason M.Bauer,E.I. P-4 Project Engineer Robert C.Watts T-5 Senior Project Technician(Field) Travis A.Carroll T-3 Senior Technician(Field) LEGEND: P.E.=Professional Engineer Stacy L.Nilsen A-3 P.L.S.=Professional Land Surveyor Office Manager E.I.=Engineer Intern S.I.=Surveyor Intern E=Executive P=Professional T=Technical A=Administrative »x_ . 8/2/04 ' 4-, LI:s Lti,,, 4.---- 1974 1974 - 2004 52 Wheeler Road • Sugar Grove, IL 60554 4#01 TEL: 630 / 466-9350 FAX: 630 / 466-9380 Engineering www.eeiweb.com Enterprises, Inc. 30 YEARS OF EXCELLENCE August 20, 2004 Mr. Tony Graff City Administrator City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Water Works System Needs Assessment and Project Plan - Re-initiation and Re-submittal Dear Tony: As requested, we have begun the process of revising the water works system improvements Project Plan for the purpose of securing funding from the IEPA's Public Water Supply Loan Program. It will be necessary to revise and resubmit all of the documents previously submitted based on the current conditions and the desired project scope. The major work items that we have identified to complete the resubmittal are as follows: r The original project plan will need to be revised and abridged to reflect the most current conditions and the desired project scope. The summary of recommended alternatives and the selected alternative will need to be revised. Three alternatives will be provided. The shallow well and Fox River surface water alternatives will be referenced but not offered as currently viable options. The Basis of Design will be revised as necessary to focus on comparisons between the common lime softening and common cation exchange methodologies. The financial assessment (rate calculations) for each of the current alternatives will be revised. • The implementations plan for the selected alternate will be revised. > Replies to the IEPA review letter will be revised to reflect current conditions and will be resubmitted. • Existing presentations will be modified for exhibition at the Public Hearing. ➢ Completion of the Public Hearing will be facilitated. Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr. Tony Graff August 20, 2004 Page 2 Based on the applicable hours associated with the above remaining work items, we estimate that our fees will be approximately $15,000 to revise the Project Plan for resubmittal to the IEPA and presentation at the public hearing. All work required to process the IEPA Loan Application will be completed under the agreement already in place between the City and EEI. We will assist the City in preparing the necessary financial submittals as well as assisting in the drafting of the necessary resolutions, debt authorization ordinance and water use ordinance revision. We look forward to pushing this project to completion and we appreciate the opportunity to serve the City. If you have any questions, please do not hesitate to call. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Jeffrey W. Freeman, P.E. Sr. Project Manager / f William E. Dunn, P.E. Sr. Project Manager WED/me pc: Mayor Art Prochaska Mr. Joe Besco —Alderman Ms. Traci Pleckham, Finance Director Ms. Liz D'Anna — Deputy Clerk Mr. Joseph Wywrot, P.E. — City Engineer Mr. Eric Dhuse — Director of Public Works JKM - EEI G:\Public\YorkvilleM04591Wo9901 Water Works Improvements\2004 Resubmittal\Eng\Loan Program Schedule(rev 081704) CONTR. 2004 2005 2006 NO. PROJECT(S) WORK ITEMS J FMAMJJ ASONDJ FMAMJJASONDJ FMAMJ -- Project Plan Project Plan Revision Env.Sign-offs Resubmittal Env.Sign-offs Review Project Plan Review-IEPA - _ P.E.I.D.-IEPA Public Hearing Project Plan Acceptance -- IEPA Loan Documentation Loan Application Prep. Financial Submittal Resolutions Debt Authorization Ord. Public Comment Water Use Ordinance Rev. Bid Submittal/Application Complete Loan Agreement Issued B.1 Wells No.3&4 Well Design(Loan Program Docs.) House and Treatment YBSD Plan Review(COMPLETE) II Facility IEPA Plan Review(Loan Program) Bidding and Contracting '.. f _ Construction ... wri Ir '"-as-"a'-,.1" 1` '.. B.2 State Street Finished Water Design 11111 Main IEPA Plan Review Bidding and Contracting ..` °'.``-'` Construction _ J 111 . "°""t "".- B.3 Wells No.3 and 4 Raw Design Water Main and King Street Corps/IDNR/Etc.Permit Review _ Finished Water Main IEPA Plan Review 1 Bidding and Contracting Construction G:\Public\Yorkville119991Yo9901 Water Works Improvements 12004 Resubmittal\Eng\[Loan Program Schedule(rev 081704).xtsjLoan Program Schedule 2-3-04 LEGEND Notes Report Work The schedule is based on the City being eligible for and then Loan Documentation obtaining a Public Water Supply Loan to fund the improvements. 411/ Design Agency Review ' --- Bidding and Contracting Construction Enginasring SENEW Projected Radium Compliance Date(Beginning Of Month) Entsrprisss. Inc- WATER WORKS SYSTEM PROJECT PLAN RESUBMITTAL & LOAN APPLICATION SUBMITTAL United City of Yorkville, Kendall County, Illinois August 20, 2004 9:00 a.m. Discussion Outline Project Plan ➢ FY 2005 PPL/IUP Status and Potential for Bypass Funding {Handout} ➢ Loan Rate for State FY 2005 is 2.50% ➢ Need to Revise and Resubmit Plan with cost analysis for three alternatives ➢ Resubmit for all environmental sign-offs (Current letters expire in Spring of 05) ➢ P.E.I.D. — IEPA/IFAS ➢ Public Hearing ➢ Plan Acceptance Success of Bypass funding is very possible (probable?) based on the program's short history, but is not guaranteed. Bypass funding requests become reviewable on January 1st and are handled in the order of their receipt. The earlier the better Loan Application ➢ Identification of parties response for various work items o Copy of last year's audited annual financial statement o Miscellaneous financial information o Approved operation, maintenance and replacement revenue system o Approved dedicated source of revenue o Drafting of necessary resolutions, ordinances and ordinance amendments o Legal opinion that enacted ordinances are consistent with State Law Related Topics Discussion regarding inclusion of Well No. 6 in the Project Plan o Shallow versus Deep IEPA PUBLIC WATER SUPPLY(PWS) LOAN PROGRAM CHECKLIST 8/19/2004 United City of Yorkville,Kendall Co., IL PREPARATION SUBMITTAL Responsible Responsible Work Item Party Date Party Date 1.0 Administrative Items 1.1 Resolution or Ordinance Authorizing Representative To Sign Loan Docs 1.2 Application Form For Financial Assistance 1.3 Approved Project Plan 1.4 Loan Program Certifications 1.5 Certification Regarding Debarment,Suspension,and Other Resp.Matters -Municipality -Consulting Engineer 1.6 Certificate Regarding Project Site Rights of Way,Easements,and Permits 1.7 Resolution of Intent Regarding National Flood Insurance 1.8 Financial Information -Financial Information Checklist -Approved 0,M,&R System/Dedicated Source of Revenue/Disc.Of Local Funds -Debt Authorization Ordinance(Ordinance and Publication) -Bond Ordinance(If Required In Addition To Debt Authorization Ord.) -Legal Opinion That the Enacted Ordinance(s)Are Consistent W/State Law -Water Use Ordinance Amendment(s)(If Required) -Water Rate Ordinance Amendment(If Required) 1.9 Project Completion Schedule 1.10 Compliance Report Form(4700-4) 2.0 Engineering Items 2.1 Summary of MBE/WBE/SBE Participation During Design 2.2 Cost Estimate in Bid Format Prior To Taking Bids 2.3 Construction Documents(Including Construction Permits) 2.4 Engineering Contract(s) -Design -Construction 3.0 Bidding Items 3.1 Copy of Bid Advertisement(s) 3.2 Certification of Bid Advertisement Publication(s) 3.2 Addenda(s) 3.4 Contractor's Bid Package(s) -Successful Bid Proposal -Bid Bond -Bidders Certification of Non-Segregated Facilities -Bidders MBE/SBE/WBE Requirements(Publication,MBE/SBE/WBE Certifications) -Bidders Certification in Compliance With Criminal code of 1961 -Bidders Certification Regarding Debarment,Suspension,and Other Resp.Matters 3.5 Bid Tabulation 3.6 Recommendation Letter From Engineer 3.7 Notice of Applicant's Intent To Award Contract(Award Conting.On Loan Funding) G:\Public\Yorkville119991Yo9901 Water Works Improvements12004 Resubmittal\Eng\(checklist9.xlsjSheetl Legend YV=City CON=Contractor ATY=Attorney NA=Not Applicable EEI=Engineer "Grayed"Party and Date=Task Completed ENGINEERING ENTERPRISES,INC. SUGAR GROVE,IL ,6 4 I UNITED CITY OF YORKVILLE To: Tony Graff, City Administratpr From: Joe Wywrot, City Engineer \ L Subject: Raintree Village—IDOT Hig ay Pe 't Date: August 25, 2004 Attached find one copy each of a proposed IDOT highway permit and the corresponding resolution for roadway improvements on Route 71 at Raintree Road. The permit will allow construction of a westbound left-turn bay and eastbound deceleration lane on Route 71, and completion of the boulevard entrance on Raintree Road. Currently there are no turn bays on Route 71 and only half of the Raintree entrance is built. We would Iike to get as much of this work done year as possible, therefore I re • -nd that we bypass Public Work Committee and sen• e resolution to Committee of the Whole on September 7, 2004. - If you have any questions regarding this matter, please see me. , 16....e_clernitg /n /fre / try , 72(o7 Cc: Liz D'Anna, Deputy City Clerk Dan Kramer, City Attorney RESOLUTION WHEREAS, the City of Yorkville located in the county of Kendall, state of Illinois, wishes to install a subdivision entrance which by law comes under the jurisdiction and control of the Department of Transportation of the state of Illinois, and WHEREAS, a permit from said Department is required before said work can be legally undertaken by said City of Yorkville; now THEREFORE, be it resolved by the City of Yorkville, county of Kendall, state of Illinois. FIRST: That we do hereby request from the Department of Transportation, state of Illinois, a permit authorizing the City of Yorkville to proceed with the work herein described and as shown on enclosed detailed plans. SECOND: Upon completion of the proposed subdivision entrance by the contractor and acceptance by the City, the City guarantees that all work has been performed in accordance with the conditions of the permit to be granted by the Department of Transportation of the state of Illinois. Further, the City will hold the state of Illinois harmless for any damages that may occur to persons or property during such work. The City will require the contractor to obtain a bond and a comprehensive general liability insurance policy in acceptable amounts and will require the developer to add the State of Illinois as an additional insured on both policies. THIRD: That we hereby state that the proposed work is not, (delete one) to be performed by the employees of the City of Yorkville. FOURTH: That the proper officers of the City of Yorkville are hereby instructed and authorized to sign said permit in behalf of the City of Yorkville. , hereby certify the above to be a (City or Village Clerk) true copy of the resolution passed by the City Council, county of Kendall, State of Illinois. Dated this day of A.D. 20 (Signature) (CORPORATE SEAL) RESOLUTION Illinois Department of Transportation Highway Permit District Serial No. PMT300ac/L-8051 United City of Yorkville (We) Raintree Subdivision c/o Jacob & Hefner. Assoc. 739 Roosevelt Road, Suite 100 (Name of Applicant) (Mailing Address) Glen Ellyn IL 60137 Hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known IL Route 71 Section From Station to Station Kendall County. The work is described in detail on the attached sketch and/or as follows: Located on IL Route 71 south of IL Route 126. Upon approval this permit authorizes the applicant to locate, construct, operate and maintain at the above mentioned location, a subdivision access and related improvements as shown on the attached plans which become a part hereof. The applicant shall notify Steve Niemann, Field Engineer, Phone: 815-942-0351 or the District Permit Section, Phone: 815-434-8490 twenty-four hours in advance of starting any work covered by this permit. Aggregate material shall be obtained from a State approved stock pile and shall be: SUB-BASE GRANULAR MATERIAL TYPE A (CA-6 Gradation). This work shall be done according to the cross section shown on the attached sketch, and at no place between the edge of the pavement and the ditch line shall the drive be higher than the edge.of pavement. (SEE THE ATTACHED SPECIAL PROVISIONS) It is understood that the work authorized by this permit shall be completed within 180 days after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this Day of 20 Witness Signed Applicant Mailing Address Mailing Address City State City State SIGN AND RETURN TO: District Engineer 700 East Norris Drive, Ottawa, IL 61350 Approved this day of 20 Department of Transportation CC:Applicant (2) Field Engineer Final Inspection BY: District Engineer First: The Applicant represents all parties in interest and shall furnish material, do all work, pay all costs, and shall in a reasonable length of time restore the damaged portions of the highway to a condition similar or equal to that existing before the commencement of the described work, including any seeding or sodding necessary. Second: The proposed work shall be located and constructed to the satisfaction of the District Engineer or his duly authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the written permission of the District Engineer. Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and pedestrian traffic. Traffic controls and work site protection shall be in accordance with the applicable requirements of Chapter 6 (Traffic Controls for Highway Construction and Maintenance Operations) of the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways and with the traffic control plan if one is required elsewhere in the permit. All signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Work shall be done only during daylight hours. Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or over hanging the right-of-way shall be prohibited. Fifth: The Applicant, his successors or assigns, agrees to hold harmless the State of Illinois and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. Sixth: The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the District Engineer or his duly authorized representative. Seventh: The State reserves the right to make such changes, additions, repairs and relocation's within its statutory limits to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered necessary to permit the relocation, reconstruction, widening or maintaining of the highway and/or provide proper protection to life and property on or adjacent to the State right-of-way. However, in the event this permit is granted to construct, locate, operate and maintain utility facilities on the State right-of- way, the Applicant, upon written request by the District Engineer, shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred. Eighth: This permit is effective only insofar as the Department has jurisdiction and does not presume to release' the Applicant from compliance with the provisions of any existing statutes or local regulations relating to the construction of such work. Ninth: The Construction of access driveways is subject to the regulations listed in the "Policy on Permits for Access Driveways to State Highways." lf, in the future, the land use of property served by an access driveway described and constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of the Illinois State Highway System." Tenth: The Applicant affirms that the property lines shown on the attached sheet(s) are true and correct and binds and obligates himself to perform the operation in accordance with the description and attached sketch and to abide by the policy regulations. SPECIAL PROVISIONS The State right-of-way shall be left in good condition. (No advertising matter shall be placed on the State right- of-way). The petitioner, their successors, or assigns, shall maintain that portion of the driveway on State right-of-way in such a manner satisfactory to the Department, otherwise the Department will maintain the shoulders included in the entrance driveways to the same standard that exists on adjacent shoulders, and if necessary, such areas will be restored to the original cross section and earth shoulders. All turf areas which are disturbed during the course of this work shall be restored to the original line and grade and be promptly seeded in accordance with Standard State Specifications. Permission of the City of Yorkville must also be secured by the petitioner for this work. Whenever any of the work under this permit involves any obstruction or hazard to the free flow of traffic in the normal traffic lanes, plans for the proposed method of traffic control must be submitted to and approved by the District Engineer at least 72 hours, and preferably longer, before the start of work. All traffic control shall be in accordance with the State of Illinois Manual of Uniform Traffic Control Devices and amendments thereof. It should be noted that standards and typical placement of devices shown in the Uniform Manual are minimums. Many locations may require additional or supplemental devices. The petitioner agrees to furnish the necessary barricades, lights, and flagmen for the protection of traffic. Traffic shall be maintained at all times. The applicant agrees to notify the Department of Transportation upon completion of work covered under the terms and conditions of this permit so that a final inspection and acceptance can be made. To avoid any revisions to the work completed under the highway permit, the applicant should insure the conditions and restrictions of this permit, the applicable supplemental permit specifications and permit drawing are fully understood. If this permit work is contracted out, it will be the responsibility of the applicant to furnish the contractor with a copy of this highway permit, as the applicant will be responsible for the contractor's work. A copy of approved permit shall be present on job site at all times the work is in progress. The Department reserves the right to reject or accept any contractor hired by the applicant. pmt300/L-8051 • Jam` o Yorkville Police Department Memorandum 211 N- 804 Game Farm Road Esr. ° 1838 Yorkville, Illinois 60560 ---.---- Telephone: 6 1 m ~ 92 O Fax: 630-553-1141 `� NLE liv‘/ Date: August 30, 2004 To: Traci Pleckham \\1/41\fi..\,s Finance Director From: Chief Harold Martin Reference: Crossing Guard @ Route #126 & Mill St. Traci, we have been monitoring the area of Mill Street and Route #126 since the opening of school. We along with the School District have decided that there is currently a need to provide a Crossing Guard at that location. We did not budget this for fiscal year 2004/2005. I did however put a little extra in the line item because I had heard the School District may expand the hours during opening and closing of the schools. This is an official request for funds from the Contingency Fund to cover the proposed positioning of a Crossing Guard at Route #126 and Mill Street. The cost should be in the area of $3,750 to provide a Crossing Guard in the morning and afternoon. I have been told by both Mayor Arthur Prochaska and City Administrator Anton Graff to put this on the agenda. I would suggest that we reassess this request after ninety days to make sure that there is truly a need. Please contact me directly if you have any questions. Thank you for your cooperation in this matter. `QEDF1. C �'f 836 /�" {4P ` , 0x' UNITED CITY OF YORKVILLE 9� 2 cE V'y` PAYROLL/BENEFITS SPECIALIST—JOB DESCRIPTION Department: Administration !! C "V L'V �' Reports to: Finance Director Status: Full Time, Non-exempt Position Description Overview This position is responsible for coordinating the payroll activities, employee benefits, new employee orientation, insurance claim coordination and the proper maintenance of the City personnel files. Work is performed with minimal supervision by the Finance Director and the City Administrator and requires the ability to handle a large volume of confidential information. Essential Job Functions 1. Coordinates and is responsible for the entire payroll process. Duties include review of departmental payroll information, data entry, and check processing and distribution. 2. Responsible for accurate recording and computer interface of all payroll related accounting postings. 3. Responsible for the accurate, timely completion, and filing of all government required deposits and reporting (i.e. 941s, W-2s, unemployment, Workman's Comp, OSHA, FMLA, etc.) 4. Coordinates processes, and maintains files for general City liability claims. 5. Responsible for tracking employee contribution amounts for City pension funds and monthly remittance processing and filing for all pension and deferred compensation plans. Coordinates benefit administration and submits required documents for all employee benefit plans. 6. Conducts new employee orientation regarding payroll, benefits, deferred compensation, pension, etc., and files necessary paperwork. 7. Coordinates COBRA and Retiree health insurance programs by providing benefit information to employees prior to termination or retirement. 8. Maintains working relationship with all benefit providers and process all employee and City insurance requests as needed. 9. Compiles and completes personnel surveys and other data requests. 10. Processes and reviews for accuracy all salary and position change of status forms for employees. 11. Maintains the official City personnel and physical medical files for employees. 12. Keep records of various types of City and employee insurance policies and coverage. 13. Work with insurance vendors seeking [to negotiate, price, assess ??1 the best plan(s) for the City. 14. Retains, maintains, and processes confidential personnel and labor related documents concerning claims, grievances, complaints, ongoing disciplinary investigations, collective bargaining matters and impasse contingency planning. 15. Assist Finance Director, Administrator, and Department Heads in compiling data for budget preparation and analysis and for collective bargaining. 16. Provide data and analysis in support of personnel planning and strategy and participate in meetings to address personnel matters. 17. Create and maintain the Human Resource Procedure Manual. 18. Performs other related duties as directed. Requirements 1. Considerable knowledge of payroll, human resources, and employee benefit practices and procedures. 2. Knowledge of general accounting principles, state and federal payroll tax and benefit regulations, and the ability to apply the personnel rules and regulations of the City code. 3. Ability to handle confidential information with tact and diplomacy. 4. Requires excellent organizational skills, the ability to handle multiple projects and priorities, and the ability to exercise sound judgment. 5. Requires the skills in the use of standard office machinery, personal computers, 10-key calculators, and familiarity with spread sheet (Excel) and word processing (Word) software. 6. Ability to organize and maintain personnel and related file systems. 7. Ability to work with others and to interface with other departments. Experience and Education 1. High School Degree supplemented by courses in accounting, and business subjects, two years (60 hours) of college level courses in accounting, personnel, public administration, and/or related subjects preferred. 2. Minimum 2 years of human resource/payroll experience. 3. Any equivalent combination of experience and education that provides the required knowledge, skills, and abilities. 4. Must have successfully completed a background investigation • :••b : : : • • • „d no felony c ctionc The duties listed above are intended only as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them from the position if the work is similar, related or a logical assignment to the position. The job description does not constitute an employment agreement between the employer and requirements of the job change. e,��ocrr` J=` A fir-T-7 q UNITED CITY OF YOR KVILLE C 1P 0 air, \SLE ```' PAYROLL/BENEFITS SPECIALIST—JOB DESCRIPTION Department: Administration Reports to: Finance Director Status: Full Time, Non-exempt Position Description Overview This position is responsible for coordinating the payroll activities, employee benefits, new employee orientation, insurance claim coordination and the proper maintenance of the City personnel files. Work is performed with minimal supervision by the Finance Director and the City Administrator and requires the ability to handle a large volume of confidential information. Essential Job Functions 1. Coordinates and is responsible for the entire payroll process. Duties include review of departmental payroll information, data entry, and check processing and distribution. 2. Responsible for accurate recording and computer interface of all payroll related accounting postings. 3. Responsible for the accurate, timely completion, and filing of all government required deposits and reporting(i.e. 941s, W-2s, unemployment, Workman's Comp, OSHA, FMLA, etc.) 4. Coordinates processes, and maintains files for general City liability claims. 5. Responsible for tracking employee contribution amounts for City pension funds and monthly remittance processing and filing for all pension and deferred compensation plans. Coordinates benefit administration and submits required documents for all employee benefit plans. 6. Conducts new employee orientation regarding payroll, benefits, deferred compensation, pension, etc., and files necessary paperwork. 7. Coordinates COBRA and Retiree health insurance programs by providing benefit information to employees prior to termination or retirement. 8. Maintains working relationship with all benefit providers and process all employee and City insurance requests as needed. 9. Compiles and completes personnel surveys and other data requests. 10. Processes and reviews for accuracy all salary and position change of status forms for employees. 11. Maintains the official City personnel and medical files for employees. 12. Keep records of various types of City and employee insurance policies and coverage. 13. Work with insurance vendors to assess the best plan(s) for the City. 14. Retains, maintains, and processes confidential personnel and labor related documents concerning claims, grievances, complaints, ongoing disciplinary investigations, collective bargaining matters and impasse contingency planning. 15. Assist Finance Director, Administrator, and Department Heads in compiling data for budget preparation and analysis and for collective bargaining. 16. Provide data and analysis in support of personnel planning and strategy and participate in meetings to address personnel matters. 17. Create and maintain the Human Resource Procedure Manual. 18. Performs other related duties as directed. Requirements 1. Considerable knowledge of payroll, human resources, and employee benefit practices and procedures. 2. Knowledge of general accounting principles, state and federal payroll tax and benefit regulations, and the ability to apply the personnel rules and regulations of the City code. 3. Ability to handle confidential information with tact and diplomacy. 4. Requires excellent organizational skills, the ability to handle multiple projects and priorities, and the ability to exercise sound judgment. 5. Requires the skills in the use of standard office machinery, personal computers, 10-key calculators, and familiarity with spread sheet (Excel) and word processing (Word) software. 6. Ability to organize and maintain personnel and related file systems. 7. Ability to work with others and to interface with other departments. Experience and Education 1. High School Degree supplemented by courses in accounting, and business subjects, two years (60 hours) of college level courses in accounting, personnel, public administration, and/or related subjects preferred. 2. Minimum 2 years of human resource/payroll experience. 3. Any equivalent combination of experience and education that provides the required knowledge, skills, and abilities. 4. Must have successfully completed a background investigation. The duties listed above are intended only as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them from the position if • the work is similar, related or a logical assignment to the position. The job description does not constitute an employment agreement between the employer and requirements of the job change. L L. L- i1 Revised R 10 04 q\_L L t 'jL c United City of Yorkville v CLERK'S OFFICE ASSISTANT —JOB DESCRIPTION Department: Administration Reports to: Deputy Clerk Status: Full-Time, Non-Exempt Position Description Overview This individual assists the administration departments in a variety of general office tasks including, but not limited to, typing, project tracking, and filing. This position requires an individual who has the ability to organize and prioritize multiple tasks. Essential Job Functions 1. Provide assistance to the Deputy Clerk with day-to-day operations such as mailings, assist with preparing and distributing meeting packets for public meetings, and organizing and maintaining City records. 2. Assist with the compiling, distribution and mailing of the City newsletter. 3. Assist with posting website information. 4. Type correspondence, faxing and copying as requested. 5. Act as backup relief to answer phones and provide customer service at the front counter. 6. Assist in other areas as requested. 7. Participate in cross training with other job functions within the department. 8. Develop a thorough knowledge of the Windows Programs including office software. 9. Other duties as directed by the supervisor or City Administrator. Requirements - Knowledge, Skills and Abilities 1. Ability to type a minimum of fifty (50) words per minute. 2. Ability to organize, prioritize and handle multiple tasks. 3. Ability to maintain strict confidentiality. Page 1 of 2 Full-time Office Assistant Job Description (con't) Minimum and Preferred Experience and Education 1. Previous experience in an office setting. 2. Previous computer experience in a Window setting. 3. Must be willing to attend training classes to increase knowledge of job related duties. 4. Must successfully complete a background investigation •ith fi dings of good The duties listed above are intended only as an illustration of the various types of tasks that may be required. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the position. This job description does not con, itute an employment agreement between the employer and employee, and is subject to modification by the employer as the needs of the employer and/or agency change, or requirements of the position change. Page 2 of 2 Revised 8 10!04 United City of Yorkville CLERK'S OFFICE ASSISTANT—JOB DESCRIPTION Department: Administration Reports to: Deputy Clerk Status: Full-Time, Non-Exempt Position Description Overview This individual assists the administration departments in a variety of general office tasks including, but not limited to, typing, project tracking, and filing. This position requires an individual who has the ability to organize and prioritize multiple tasks. Essential Job Functions 1. Provide assistance to the Deputy Clerk with day-to-day operations such as mailings, assist with preparing and distributing meeting packets for public meetings, and organizing and maintaining City records. 2. Assist with the compiling, distribution and mailing of the City newsletter. 3. Assist with posting website information. 4. Type correspondence, faxing and copying as requested. 5. Act as backup relief to answer phones and provide customer service at the front counter. 6. Assist in other areas as requested. 7. Participate in cross training with other job functions within the department. 8. Develop a thorough knowledge of the Windows Programs including office software. 9. Other duties as directed by the supervisor or City Administrator. f2quirements - Knowledge, Skills and Abilities I. Ability to type a minimum of fitly (50) words per minute. 2. Ability to organize, prioritize and handle multiple tasks. 3. Ability to maintain strict confidentiality. Page 1 of 2 Full-time Office Assistant Job Description (con't) Minimum and Preferred Experience and Education 1. Previous experience in an office setting. 2. Previous computer experience in a Window setting. 3. Must be willing to attend training classes to increase knowledge of job related duties. 4. Must successfully complete a background investigation. The duties listed above are intended only as an illustration of the various types of tasks that may be required. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the position. This job description does not constitute an employment agreement between the employer and employee, and is subject to modification by the employer as the needs of the employer and/or agency change, or requirements of the position change. Page 2of2 ACIL (l,0 R l 7 ' :cis)CIT` Et -,-1836 UNITED CITY OF YORKVILLE 41'<t ����� JANITOR—JOB DESCRIPTION Department: Administration Reports to: City Administrator Status: Full-Time, Non-Exempt Position Description Overview This is a full-time position assigned to the City Administration and Police Department facility to provide a safe, healthy public office facility for the employees, city officials, and visitors through daily care by addressing health and sanitation needs as directed. This position reports to both the police department and administration supervisors for assignment as required for their daily operational needs. A specification guideline will be approved by both department heads as a tool for the supervisors to direct work and provide the necessary supplies and equipment to perform the required duties. Essential Job Functions 1. To clean and maintain all floors. 2. To clean all office areas, hallways, carpeted areas, conference rooms, and City Council Chambers. 3. To maintain inventory of equipment and supplies necessary for proper cleaning and maintenance of the facility. 4. To properly maintain cleaning equipment. 5. To properly maintain and organize the janitorial closet area. 6. To serve as backup for bathroom cleaning to the City's external cleaning service provider. 7. To prepare purchase orders to request for purchase the necessary supplies and equipment for proper cleaning of the facility to be presented to the administrative assistant for approval. 8. To recommend and advise supervisors of any potential safety problem or security concerns. 9. To advise immediate supervisor of any potential safety or hazardous condition. 10. Any other related cleaning or maintenance functions as directed by the supervisor. Requirements 1. Knowledge with operating procedures for cleaning and maintaining a public office facility. Revised 08-04-04 BAO 2. Knowledge of the use of proper cleaning supplies to maintain a healthy and sanitary public facility. 3. Ability and skill to operate floor cleaning machines. 4. Ability and skill to operate small engine machines, such as: commercial vacuum cleaners. 5. Ability to lift and move light-weight office furniture (Not necessary, but might consider a weight lifting limit to use as a guideline in assessing ability to perform job functions.j. 6. Ability to use a step ladder. 7. Ability to work independently through minimum supervision. 8. Ability to maintain strict confidentiality. 9. Ability to work flexible hours when directed. 10. Must comply with all personnel safety rules and regulations, both written and verbal. Experience and Education 1. High School Diploma or General Equivalency Diploma. 2. At least one (1) year janitorial experience or equivalent type of experience. 3. Any equivalent combination of experience and education that provides the required knowledge, skills, and abilities. 4. Must successfully complete a background investigation • • • - •• _ . . . • . Working Conditions 1. Work is performed in a dual environment consisting of a normal office environment and a secure law enforcement office environment, while performing essential job functions. 2. Occasional exposure to chemical substances contained within cleaning supplies with the use of proper protective safety equipment and procedures to protect the employee and its surroundings. 3. Working time may require irregular hours to minimize interruption within the facility to maintain a quality work environment and special events or meetings. Revised 08-04-04 BAO MIIIIIIII e. . .1) C/TL s EST i _*836 TED CITY OF YORKVILLE r kiv , " JANITOR—JOB DESCRIPTION Department: Administration Reports to: City Administrator Status: Full-Time, Non-Exempt Position Description Overview This is a full-time position assigned to the City Administration and Police Department facility to provide a safe, healthy public office facility for the employees, city officials, and visitors through daily care by addressing health and sanitation needs as directed. This position reports to both the police department and administration supervisors for assignment as required for their daily operational needs. A specification guideline will be approved by both department heads as a tool for the supervisors to direct work and provide the necessary supplies and equipment to perform the required duties. Essential Job Functions I. To clean and maintain all floors. 2. To clean all office areas, hallways, carpeted areas, conference rooms, and City Council Chambers. 3. To maintain inventory of equipment and supplies necessary for proper cleaning and maintenance of the facility. 4. To properly maintain cleaning equipment. 5. To properly maintain and organize the janitorial closet area. 6. To serve as backup for bathroom cleaning to the City's external cleaning service provider. 7. To prepare purchase orders to request for purchase the necessary supplies and equipment for proper cleaning of the facility to be presented to the administrative assistant for approval. 8. To recommend and advise supervisors of any potential safety problem or security concerns. 9. To advise immediate supervisor of any potential safety or hazardous condition. 10. Any other related cleaning or maintenance functions as directed by the supervisor. Requirements 1. Knowledge with operating procedures for cleaning and maintaining a public office facility. Revised 08-04-04 BAO • 2. Knowledge of the use of proper cleaning supplies to maintain a healthy and sanitary public facility. 3. Ability and skill to operate floor cleaning machines. 4. Ability and skill to operate small engine machines, such as: commercial vacuum cleaners. 5. Ability to lift and move light-weight office furniture [Not necessary, but might consider a weight lifting limit to use as a guideline in assessing ability to perform job functions.j. 6. Ability to use a step ladder. 7. Ability to work independently through minimum supervision. 8. Ability to maintain strict confidentiality. 9. Ability to work flexible hours when directed. 10. Must comply with all personnel safety rules and regulations, both written and verbal. Experience and Education 1. High School Diploma or General Equivalency Diploma. 2. At least one (1) year janitorial experience or equivalent type of experience. 3. Any equivalent combination of experience and education that provides the required knowledge, skills, and abilities. 4. Must successfully complete a background investigation: Working Conditions 1. Work is performed in a dual environment consisting of a normal office environment and a secure law enforcement office environment, while performing essential job functions. 2. Occasional exposure to chemical substances contained within cleaning supplies with the use of proper protective safety equipment and procedures to protect the employee and its surroundings. 3. Working time may require irregular hours to minimize interruption within the facility to maintain a quality work environment and special events or meetings. Revised 08-04-04 BAO i 441- CIT` J2T AO, EST 436 UNITED CITY OF YORKVILLE <te ``y ACCOUNTING CLERK I—JOB DESCRIPTION Department: Administration Reports To: Finance Director Status: Part-time 20 hours per week not to exceed 1000 hours annually Position Description Overview: Person is responsible for assisting the Finance Department with various accounting functions, inquiry, and maintenance of A/P records. Assist with all routine functions relating to Accounts Payable, General Accounting, and other duties assigned by the Finance Department. Essential Job Functions: 1. Assist with preparation of the 5 monthly bill lists for the City. Duties include sorting and distribution of invoices to appropriate department heads, data entry, vendor setup, inquiry, invoice filing, and mailing of payments. 2. Cancel/void checks. Prepares replacement checks as required. 3. Research credit or outstanding invoices and respond to vendor inquiries. 4. Maintain vendor files. 5. Assist with capital asset inventory tracking relating to GASB 34 reporting and budgeting purposes. 6. Assist with the bank account reconciliation process. 7. Maintain accounting records for Motor Fuel Tax. 8. Reviews payment requests and secures all backup documentation. 9. Assist in gathering annual audit report information. 10. Assist with the development of the Accounting Procedure Manual and ongoing reviews and updates as directed. 11. Perform other duties/projects as assigned. Position Requirements— Knowledge, Skills, and Abilities: 1. Knowledge of accounting practices, procedures, and office terminology 2. Strong analytical skills 3. Strong communication skills 4. Ability to work under pressure and/or frequent interruptions 5. Ability to operate in a multi-task environment 6. Ability to understand department priorities and adjust work activities to meet them. 7. Ability to perform report preparation and periodic duties in a timely fashion and on schedule. 8. Ability to operate a variety of office equipment including a typewriter, copy machine, FAX machine, telephone, and calculator. 9. Must be computer literate and have knowledge of Microsoft Excel and Word. Minimum and Preferred Experience and Education: 1. High School diploma or G.E.D. 2. Minimum of 12 credit hours in college level accounting or finance courses. 3. Previous experience in an office and Windows-based computer environment. 4. Any equivalent combination of experience and education that provides the required knowledge, skills, and abilities. 5. Must successfully complete a background investigation : • _ : : : • • . • • , The duties listed above are intended only as an illustration of the various types of tasks that may be required. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the position. This job description does not constitute an employment agreement between the employer and employee, and is subject to modification by the employer as the needs of the employer and/or agency change, or requirements of the position change. r l \ego C a� • 0I E7 Nil%---111111 1836 I112 O ti UNITED CITY Y OF YORKVILLE ACCOUNTING CLERK I—JOB DESCRIPTION Department: Administration Reports To: Finance Director Status: Part-time 20 hours per week not to exceed 1000 hours annually Position Description Overview: Person is responsible for assisting the Finance Department with various accounting functions, inquiry, and maintenance of A/P records. Assist with all routine functions relating to Accounts Payable, General Accounting, and other duties assigned by the Finance Department. Essential Job Functions: 1. Assist with preparation of the 5 monthly bill lists for the City. Duties include sorting and distribution of invoices to appropriate department heads, data entry, vendor setup, inquiry, invoice filing, and mailing of payments. 2. Cancel/void checks. Prepares replacement checks as required. 3. Research credit or outstanding invoices and respond to vendor inquiries. 4. Maintain vendor files. 5. Assist with capital asset inventory tracking relating to GASB 34 reporting and budgeting purposes. 6. Assist with the bank account reconciliation process. 7. Maintain accounting records for Motor Fuel Tax. 8. Reviews payment requests and secures all backup documentation. 9. Assist in gathering annual audit report information. 10. Assist with the development of the Accounting Procedure Manual and ongoing reviews and updates as directed. 1 I. Perform other duties/projects as assigned. ♦f Position Requirements— Knowledge, Skills, and Abilities: 1. Knowledge of accounting practices, procedures, and office terminology 2. Strong analytical skills 3. Strong communication skills 4. Ability to work under pressure and/or frequent interruptions 5. Ability to operate in a multi-task environment 6. Ability to understand department priorities and adjust work activities to meet them. 7. Ability to perform report preparation and periodic duties in a timely fashion and on schedule. 8. Ability to operate a variety of office equipment including a typewriter, copy machine, FAX machine, telephone, and calculator. 9. Must be computer literate and have knowledge of Microsoft Excel and Word. Minimum and Preferred Experience and Education: 1. High School diploma or G.E.D. 2. Minimum of 12 credit hours in college level accounting or finance courses. 3. Previous experience in an office and Windows-based computer environment. 4. Any equivalent combination of experience and education that provides the required knowledge, skills, and abilities. 5. Must successfully complete a background investigation; The duties listed above are intended only as an illustration of the various types of tasks that may be required. The omission of specific statements of duties does not exclude them from the position if the work is similar, related, or a logical assignment to the position. This job description does not constitute an employment agreement between the employer and employee, and is subject to modification by the employer as the needs of the employer and/or agency change, or requirements of the position change. 1325 North Highland Avenue Aurora,IL 60506 9 / 6- 11 PROVENA Mercy Center February 23, 2004 Scott Sleezer Parks Foreman City of Yorkville 800 Game farm Road Yorkville, IL 60560 Dear Scott, Thank you for taking the time to come out to our clinic last week. Again, I apologize for not being here, however, I am sure Terri Johnson was able to respond to your questions and concerns. Per our conversation this morning, I have enclosed information about Provena Mercy Center's Occupational Health Services, a sample DOT drug testing policy and DOT resource information. I may be reached at (630) 859-8347 if you have any immediate questions about the enclosed information. Dr. Woodward or I will be contacting you to schedule a meeting in Yorkville, to further discuss your work health and wellness needs. We look forward to partnering with the City of Yorkville to provide services for your DOT regulated employees. Healthy Regards, Terri Dressel Account Executive Occupational Health Services Enc. Provena Mercy Center Occupational Health Quote for City of Yorkville Attention: Scott Sleezer, Parks Foreman 3/11/04 DOT (for CDL holders) Preplacement Physical $40 History and Physical including vision test, assessing range of motion and spine check UA dip (urine dip) 3 Preplacement Drug Test 55 Recertification Physical (usually every 2 years) 40 Recertification UA 3 Post Accident Drug Test with MRO 55 Random Drug Test with MRO 55 Random Pool Management Fee 15 per yr. per participant Breath Alcohol Test 34 Reasonable Suspicion Drug Test with MRO 55 Non DOT Preplacement Physical $40 History and physical including vision test, Assessing range of motion and spine check Preplacement Drug Test (5 panel) with MRO 40 Breath Alcohol Test 34 Random Pool Management Fee 15 per yr. per participant Random Drug Test (5 panel) with MRO 40 Reasonable Suspicion Drug Test (5-panel) with MRO 40 Provena Mercy Center can also provide additional services such as lifting test, audiogram, executive physicals, etc. at competitive rates. Submitted By, Terri Dressel Account Executive PROVENA MERCY EN/III F-1-4 OCCUPA' _ ' _ ONA _ , i..... FftAL1H SERVIICES We've thought of everything. owls • Pre placement physicals • DOT pre placement physicals • DOT re-certification physicals • Executive physicals • Annual physicals • Fitness for duty examinations • Independent medical examinations • Random drug screening program management � DOT consortium Non-DOT consortium 0 • Drug testing '''''' • Medical Review Officer • Breath alcohol testing • Pulmonary function tests • TB tests p...4 • Flu shots • Hepatitis B titer • Hepatitis B vaccine • Health risk assessment booklets Cum) • CPR, first aid,AED classes • Laboratory tests as requested Cup) 0 Call 630-859-8347 for more information. ® PROVENA Mercy Center 06/30/2003 10:38 FAX 5152337494 FEDERAL MOTOR a002 1 SAMPLE POLICY FOR CARRIERS CONCERNING IRE MISUSE OF ALCOHOL AND USE OF CONTROLLED SUBSTANCES All drivers, training personnel and all company employees subject to 49 CFR, Part 382 "Alcohol and Controlled Substances Testing" employed or leased to( COMPANY'S NAME) and operating Commercial Motor Vehicles shall submit to all alcohol and controlled substances tests administered in accordance with Part 382 and Part 40. Drivers are required to be in compliance during all periods of all working days. Questions concerning Federal testing regulations, policies, procedures, educational materials and company policy(s) should be directed to (Name of Company's Designated Employer Representative). SAFETY-SENSITIVE FUNCTIONS Means all the time from the time a driver begins to work or is required to be in readiness to work until he/she is relieved from work and all responsibilities for performing work for the employer. PROHIBITED DRIVER CONDUCT (Subpart B) 1. No driver shall report for duty or remain on duty while: (a) Having an alcohol concentration of 0.04 or greater_ (b) Possessing alcohol (unless it is manifested and transported as part of a shipment). (c) Using alcohol in any form(Alcohol is defined as "any beverage,mixture, or preparation, including any medication containing alcohol)." (d) Using alcohol within 4 hours of reporting for duty. (e) Use of alcohol for 8 hours following an accident, or until undergoes a Post-Accident test, whichever occurs first. (t) Refusc to submit to any required alcohol or controlled substances testing. (g) Using any controlled substances. (h) After testing Positive for controlled substances. (Employer must inform employees of their Policy on driver conduct and state so in their Policy: such as "Company Policy is to terminate all drivers engaging in any of the above Prohibited Conduct"). TESTING PROCEDURES UNDER GUIDELINES OF PART 40 • Controlled substances testing will be performed using urine specimen with split specimen collection conducted. Alcohol screen testing may be conducted using salvia swabs or breath for detection of alcohol. All confirmation alcohol testing shall involve the collection of breath and testing by an evidential breath testing device(EBT). The EBT will provide immediate results with the driver and the employer receiving a copy of the breath test results_ Analysis of urine specimens is conducted in accordance with Part 40 standards to ensure validity, accuracy and confidentially for the driver. Only Department of Ilealth and • Human Services(DI-MS) approve laboratories shall be used to test the urine specimen. All collections of urine specimen and breath samples are conducted by individuals trained according to DOT rules in 49 CFR, Part 40 regulations. 06/30/2003 10:38 FAX 5152337494 FEDERAL MOTOR 21003 2 CIRCUMSTANCES UNDER WHICH A DRIVER WILL BE TESTED FOR ALCOHOL AND OR CONTROLLED SUBSTANCES 1. PRE-EMPLOYMENT TESTING.Prior to performing safety-sensitive functions an applicant/driver shall undergo a pre-employment controlled substances test and a negative results shall be received by the employer before the driver performs any safety-sensitive functions. 2. POST-ACCIDENT TESTING. Any driver involved in an accident in which there is a fatality shall submit to alcohol and controlled substances testing. Any driver who receives a citation for a moving traffic violation arising from an accident and with either event of(1)the accident resulted in bodily injury requiring immediate medical treatment away from the accident and/or(2) one or more vehicles received disabling damages in the accident requiring vehicle(s) to be transported or towed from the scene shall cause the driver to be tested for alcohol and controlled substances. 3. RANDOM TESTING. Every driver shall submit to random alcohol and controlled substances testing when selected. A sufficient number of drivers shall be randomly selected by a scientifically valid method during a calendar year for alcohol and controlled substances testing to meet the minimum Federal requirements for testing. Each time the selection process is conducted each driver shall have an equal chance of being selected for testing. Upon notification of being selected for testing the selected individual shall proceed immediately to a collection site. Alcohol random tests will only be conducted while the driver is on duty,just before going on duty or just after having been on duty. 4. REASONABLE SUSPICION TESTING. A driver shall submit to alcohol and controlled substances testing when an employer has reasonable suspicion to believe that a driver has violated the prohibitions of Subpart B. The employer's determination for reasonable suspicion testing must be based on specific observations concerning the appearance,behavior, speech or body odors of the driver. 5. RETURN TO DUTY AND FOLLOW-UP TESTING. An employer who has a non-retention policy, shall advise the driver of resources available for evaluation and treatment. If the employer retains positive tested driver(s)the employer and the driver shall be required to follow the prescribed procedures of CFR Part 40, Subpart 0 for referral, evaluation and treatment for rehabilitation. The employer shall refer the driver to a Substance Abuse Professional (SAP) for evaluation, who will prescribe treatment with the employer determining when the driver shall undergo a return-to-duty testing with negative test results received prior to performing safety sensitive functions and the required minimum six (6)follow-up tests spread over the next twelve (12)months. There may be additional testing required for the driver if the SAP determines a need. -. • (If the employer has a non-retention policy for positive tested drivers they must state so hi-their Policy and treat all drivers the same.) 06/30/2003 10: 39 FAX 5152337494 FEDERAL MOTOR 01004 3 ALCOHOL TESTING • INITIAL SCREENING TEST. Method used to detect the presence of alcohol. If the result is less than 0.02 no further testing is required and the test will be considered a negative test. • CONFIRMATION TEST. When a screen test detects the presence of alcohol between 0.02 and 0.399 a confirmation test is required.If the confirmation test confirms alcohol concentration for alcohol between 0.02 and 0.399 a driver cannot drive a Commercial Motor Vehicle for 24 hours per Federal regulations. A confirmed alcohol concentration test results of 0.04 or greater is a positive test and the driver shall be removed from safety-sensitive functions. (What transpires next depends on employer's policy-- either termination or rehabilitation following criteria of CFR Part 40 Subpart 0— sent to a substance abuse professional for evaluation and treatment with return to duty test and follow-up testing for driver), CONTROLLED SUBSTANCES TESTING 1. At least 45 ml. Of urine specimen is collected from the driver. The urine specimen is split into two containers(Specimen A, Specimen B)which are individually sealed in the presence of the driver. The urine specimen shall only be tested for marijuana, cocaine, opiates, amphetamines and phencyclidine per Part 40 guidelines. 2. The urine specimens (both containers) are sent to a Department of Health and Human Services certified laboratory where Specimen A is tested for the presence of controlled substances. If the presence of a controlled substances is detected a confirmation test is conducted to confirm the detected controlled substances and its quantitative level(s). If the amount of confirmed controlled substances is at the quantitative cutoff levels the specimen is deemed a positive test. A Medical Review Officer(MRO)will discuss your positive test results with you. Failure on your part to discuss your test results with a MRO will lead to the MRO declaring your test a confirmed positive test result. You have the right to challenge the positive test results of your Specimen A. However, only Specimen B will be tested and will only be tested for the presence of the controlled substances confirmed positive in Specimen A.. (What transpires next depends on employer's policy -- either termination.,or rehabilitation following criteria of CFR Part 40 Subpart 0 -- sent to a substance abuse professional for evaluation and treatment with return to duty test and follow-up testing for driver). 06/30/2003 10:39 FAX 5152337494 FEDERAL MOTOR CI005 • 4 REFUSAL TO SUBMIT TO TESTING No driver shall refuse to submit to a required alcohol or controlled substances test administered in accordance with Part 382 and Part 40.A refusal on a driver's part to submit to testing shall be treated as a positive test and result in the driver being removed from safety-sensitive functions by the employer. "Refusal to Submit"means a driver did one of the following: 1. Fail to appear for any test. 2_ Fail to remain at testing site until the testing process is complete. 3. Fail to provide a urine specimen, saliva or adequate breath for any drug test required by DOT agency regulations. 4. Fail to permit a direct or monitored collection observation of specimen provision when directed to do so. 5. Fail to provide a sufficient amount of urine or adequate breath when directed and it has been determined, through a required medical evaluation; there is no adequate medical explanation for your failure. 6. Fail or decline to take a second test the employer or collector has directed you to take. 7. Fail to undergo a medical examination or evaluation when directed to do so by a Medical Review Officer as part of the verification process or as directed by the employer's Designated Employer Representative(DER) as part of the"Shy Bladder"procedures. 8. Fail to cooperate with any part of the testing process. (a.)Refuse to empty pockets when directed (b.)Behave in a manner which disrupts collection process. (c.)Medical Review Officer(MRO)reports your test as a verified adulterated or substituted test results, you have refused to take a drug test. As an employee,if you refuse to take a drug or alcohol test,you incur the consequences specified under DOT agency regulations for a violation of those DOT agency regulations.You are subject to the requirements of CFR Part 40, Subpart 0,which requires a Substance Abuse Professional (SAP) evaluation and treatment.You cannot perform safety sensitive functions(operate a commercial motor vehicle)until the SAP process is complied with on your part, REFERRAL, EVALUATION AND TREATMENT Each driver who has engaged in conduct prohibited by Subpart B of Part 382 and in violation Part 40 shall be advised of the resources available in evaluating and resolving problems associated with_the rriisuse of alcohol and the use of controlled substances, including names, addresses and telephone numbers of substance abuse professionals (SAP), counseling services and treatment programs. This list may be provided by the employer, through a C/TPA (consortium/third party administrator), or other service agent. (If the company has a retention policy for drivers who test positive, the policy should state who is responsible for paying for evaluation,treatment and required testing). THE EFFECTS OF ALCOHOL AND DRUGS See Attached Educational Materials on Effects of Alcohol Abuse and Controlled Substances Use. 06/30/2003 10:39 FAX 5152337494 FEDERAL MOTOR Zoo6 5 THE EFFECTS OF ALCOHOL & DRUGS The intent of this section is to inform you on the effects of alcohol and controlled substances use on your health,work and personal life. We will give you information on the signs and symptoms of alcohol and/or controlled substances problems.This will help you recognize problems with not only your co-workers and friends, but also will help you examine your own behaviors. EFFECTS OF ALCOHOL Alcohol is a socially acceptable drug that has been consumed throughout the world for centuries.It is considered a recreational beverage when consumed in moderation for enjoyment and relaxation during social gatherings. However, when consumed primarily for its physical and mood-altering effects,it is a substance of abuse. As a depressant,it slows down physical responses and progressively impairs mental functions. SIGNS AND SYMPTOMS OF USE- • Dulled mental processes • Lack of coordination • Odor of alcohol on breath • Possible constricted pupils • Sleepy or stuporous condition • Slowed reaction rate • Slurred speech • (NOTE: Except for the odor,these are general signs and symptoms of any depressant substance.) HEALTH EFFECTS- The chronic consumption of alcohol (average of three servings per day of beer [12 ounces],whiskey [1 ounce], or wine [6 ounces glass]) over time may result in the following health hazards: 1. Decreased sexual functioning 2. Dependency (up to 10 percent of all people who drink alcohol become physically 3. and be mentally dependent on alcohol and can be termed`alcoholic') 4. Fatal liver diseases 5. Increased cancers of the mouth,tongue, pharynx, esophagus,rectum, breast, and malignant 6. melanoma 7. Kidney disease 8. Pancreatitis 9. Spontaneous abortion and neonatal mortality 10. Ulcers 11. Birth defects (up to 54 percent of all birth defects are alcohol related). 06/30/2003 10:39 FAX 5152337494 FEDERAL MOTOR 4t007 6 PUBLIC HEALTH RECOMMENDATIONS -ALCOHOL The best advice for pregnant women is to abstain form alcohol consumption during pregnancy. There is no evidence to establish and alcohol consumption level free of risks to the fetus. Women who breast-feed should continue to abstain from drinking alcohol until their babies are weaned. Alcohol readily enters breast milk and heavy alcohol consumption has been shown to reduce lactation. Nine stales and 18 cities/counties require that signs warning of the dangers of drinking during pregnancy be posted wherever alcoholic beverages are served or sold. THE 9 SIGNS OF ALCOHOLISM; 1. Increase in alcohol tolerance. T can drink them under the table." 2. Occasional or partial memory lapses. "Did T really do that last night?" 3. Drinking beyond one's intentions. "Boy did I get smashed! I should have eaten something." 4. Increased dependence on alcohol. "I can't wait...got to have a quickie." 5. Sneaking drinks. "I needed that extra one...who's to know?" 6. Preoccupation with alcohol. "Election day tomorrow...better pick up a bottle.' 7. Resentful whenever one's drinking is discussed. "It's none of their business.. .I can handle it." 8. Futile, frustrating water-wagon attempts. "This time I've just got to do it...Tust got to!" 9. Rationalizing loss of control. • "if they had my problems, they'd drink too!" SOCIAL ISSUES -ALCOHOL • Two-thirds of all homicides are committed by people who drink prior to the crime • Two to three percent of the driving population is legally drunk at any one time. • Two-thirds of all Americans will be involved in an alcohol-related vehicle accident during their lifetimes. • The rate of separation and divorce in families with alcohol dependency problems is 7 times the average. • Forty percent of family court cases are alcohol problem related. • Alcoholics are 15 times more likely to commit suicide than are other segments of the population. 06/30/2003 10: 40 FAX 5152337494 FEDERAL MOTOR 2008 7 • More then 60 percent of burns, 40 percent of falls, 69 percent of boating accidents, and • 76 percent of private aircraft accidents are alcohol related. THE ANNUAL TOLL- • 24,000 people will die on the highway due to the legally impaired driver. 12,000 more will die on the highway due to the alcohol-affected driver. • 15,800 will die in non-highway accidents. • 30,000 will die due to alcohol-caused liver disease. 10,000 will die due to alcohol-induced brain disease or suicide. • Up to another 125,000 will die due to alcohol-related conditions or accidents. WORKPLACE ISSUES- • It takes one hour for the average person (150 pounds)to process one serving of an alcoholic beverage from the body. • Impairment in coordination and judgement can be objectively measured with as little as two drinks in the body. • A person who is legally intoxicated is 6 times more likely to have an accident than a sober person. ALCOHOL-RELATED BIRTH DEFECTS Definitions - Fetal Alcohol Syndrome (FAS1 is one or the top three lmown causes of birth defects with accompanying mental retardation -and the only preventable cause among those three. FAS can be prevented by abstaining form alcohol consumption during pregnancy.FAS is characterized by a cluster of congenital birth defect that develop in infants of some women who drink heavily during pregnancy_ These defects include prenatal and postnatal growth deficiency; facial malformations such as a small head circumference, flattened mid-face, sunken nasal bridge and flattened and elongated philtrum; central nervous system dysfunction; and varying degrees of major organ system malformations. Fetal Alcohol Effects (FAL), a less severe version of FAS,is characterized by milder or less frequent FAS signs. Low birth weight, subtle behavioral problems or a partial display of , • physical malformations, for example, may be seen in the newborns of women who consumed -.G less alcohol during pregnancy then women with FAS newborns. INCIDENCE AND RISK FACTORS- Nearly 5,000 babies-one in every 750-are born with FAS every year. (FAS prevalence rates range form one in 1,000 to one in 200.) Comparatively, FAE may affect 36,000 newborns each year. One in six women in the peak childbearing years of 18-34 may drink enough, either chronically or episodically, to present a hazard to an unborn infant. Alcoholic women are at highest risk of bearing children with FAS. Alcoholism is a primary, chronic disease often progressive and fatal.It is characterized by impaired control over drinking,preoccupation with alcohol,use of alcohol despite adverse consequences and distorted thinking (most notably denial). 06/30/2003 10:40 FAX 5152337494 FEDERAL MOTOR 0 009 8 FAS is prevalent in 9.8 of every 1,000 American Indians form a particular high-risk culture. Other American Indian populations have rates ranging from 1.3 to 10.3 for every 1,000. A daily average of one to two reported drinks is linked to decreased birth weight, growth abnormalities and behavioral problem in the newborn and infant. Increased risk of spontaneous abortion has been found at an even lower dose, of one to two drinks weekly. The probability of having a child with FAS or FAR increases with the amount and frequency of alcohol consumed.Whenever a pregnant woman stops drinking, she reduces the risks of FAB and the consequences of alcohol exposure. There is no known safe dose of alcohol during pregnancy,nor does there appear to be safe item to drink during pregnancy.Although 90 percent of the public is aware that drinking during pregnancy may damage the fetus, one study showed that one-third of women interviewed believed that drinking more than three drinks a day during pregnancy was safe. ECONOMIC FACTORS - Assuming a conservative estimate of one FAS newborn for every 1,000 live births in 1980,it cost approximately$14.8 million to treat them; $670 million to treat the 68,000 FAS children under 18; and$760 million to treat 160,000 FAS adults.Plus, indirect productivity losses were $510.5 million. Women are now heavily targeted for marketing alcoholic beverages. (Women will spend$30 bill ion on alcoholic beverages in 1994, up from$20 billion in 1984.) ALCOHOL'S TRIP THROUGH THE BODY Mouth and Esophagus: Alcohol is an irritant to the delicate linings of the throat and food pipe. It burns as it goes down. Stomach and Intestines: Alcohol has an irritating effect on the stomach's protective lining, resulting in gastric or duodenal ulcers. This condition,if it becomes acute,can cause peritonities, or perforation of the stomach wall. In the small intestine,alcohol blocks absorption of such substances as thiamine, folic acid, fat, vitamin B, , vitamin B—, and amino acids. Bloodstream: 95% of the alcohol taken into the body is absorbed into the bloodstream through the lining of the stomach and duodenutn_once in the bloodstream, alcohol quickly goes every cell and,tissue in the body. Alcohol causes red blood cells to clump together in sticky wads, slowing circulation and depriving tissues to oxygen. It also causes anemia by reduction of red blood cell production. Alcohol slows tht ability of white cells to engulf and destroy bacteria and degenerates the clotting ability of blood platelets. Pancreas: Alcohol irritates the cells of the pancreas, causing them to swell,thus blocking the flow of digestive enzymes. The chemicals, unable to enter the small intestine,begin to digest the pancreas, leading to acute hemorrhagic pancreatitis. One out of five patients who develop this disease dies during the first attack. Pancreatitis can destroy the pancreas and cause a lack of insulin thus resulting in diabetes. Liver: Alcohol inflames the cells of the liver, causing them to swell and block the tiny canal to the small intestines. This prevents bile from being filtered properly through the liver. Jaundice develops,turning the whites of the eyes and skin yellow. Each drink of alcohol increases the number of live cells destroyed, eventually causing cirrhosis of the liver.This disease is eight times more frequent among alcoholics than among non-alcoholics. 06/30/2003 10:40 FAX 5152337494 FEDERAL MOTOR a 010 9 Heart: Alcohol causes inflammation of the heart muscle. It has a toxic effect on the heart and causes increased amounts of fat to collect, thus disrupting its normal metabolism. Urinary Bladder and Kidneys: Alcohol inflates the lining of the urinary bladder making it unable to stretch properly. In the kidneys, alcohol causes increased loss of fluids through its irritating effect. Sex Glands: Swelling of the prostate gland caused by alcohol interferes with the ability of the male to perform sexually. It also interferes with he ability to climax during intercourse. Brain: The most dramatic and noticed effect of alcohol is on the brain. It depresses brain centers,producing progressive un-coordination: confusion, disorientation, stupor, anesthesia,coma, death. Alcohol kills brain cells and brain damage is permanent.Drinking over a period of time causes loss of memory,judgement and learning ability. EFFECTS OF DRUGS: MARIJUANA Marijuana is one of the most misunderstood and underestimated drugs of abuse.People use marijuana for the mildly tranquilizing and mood and perception altering effects it produces. Marijuana does not depress central nervous system altering the proper interpretation of incoming messages. DESCR[PTION- Usually sold in plastic sandwich bags,leaf marijuana will range in color from green to light tan.The leaves are usually dry and broken into small pieces... The seeds are oval with one slightly pointed end. Less prevalent,hashish is a compressed, sometimes tar-like substance ranging in color from pale yellow to black. It is usually sold in small chunks wrapped in aluminum foil. Marijuana has a distinctly pungent aroma resembling a combination of sweet alfalfa and incense. Cigarette papers,roach clip holders and small pipes made of bone, brass or glass are commonly found. Smoking"bongs" (large bore pipes for inhaling large volumes of smoke) can easily be made from soft drink cans and toilet paper rolls. SIGNS AND SYMPTOMS OF USE- • Reddened eyes (often masked by eye drops) • Slowed speech • Distinctive odor on clothing • Lackadaisical. "I don't care" attitude • Chronic fatigue and lack of motivation • Irritating cough, chronic sore throat HEALTH EFFECTS- MARI.TUANA When marijuana is smoked, it is irritating to the lungs. Chronic smoking causes emphysema-like conditions. One cigarette (joint) of marijuana contains cancer causing substances equivalent to one-half pack of cigarettes. One joint causes the heart to race and be overworked. People with undiagnosed heart conditions are at risk. 06/30/2003 10:41 FAX 5152337494 FEDERAL MOTOR Z011 l0 Marijuana is commonly contaminated with the fungus Aspergillus, which can cause serious respiratory tract and sinus infections. Marijuana smoldng lowers the body's immune system response, malting user more susceptible to infection. The U.S. government is actively researching a possible connection between marijuana smoking and the activation of AIDS in positive human immunodeficiency virus(H1.V) carriers. Chronic smoking causes changes in brain cells and brain waves. In essence,the brain is less healthy and does not work as efficiently or effectively. Does long term brain damage occur? More research is required, but the probable answer is yes. PREGNANCY PROBLEMS AND BIRTII DEFECTS- The active chemical, tetrahydrocannabinol (THC), and 60 other related chemicals in marijuana concentrate in the ovaries and testes, decrease in the sex hormone, testosterone,and an increase in estrogen,the female sex hormone. The result can lead to temporary sterility. Pregnant women who are chronic marijuana smokers have a higher than normal incidence of stillborn births, early termination of pregnancy, and higher infant mortality rate during the first few days of life. In test animals, THC causes birth defects, including malformations of the brain, spinal cord, forelimb and liver, and water on the brain or spine, Offspring of test animals who were exposed to marijuana have fewer chromosomes than normal, causing gross birth defects or death of the fetus. Pediatricians and surgeons are concluding that the use of marijuana by either or both parents, especially during pregnancy,leads to specific birth defects of the infant's feet and hands. One of the most common effects of prenatal cannabinoid exposure is underweight newborn babies. Fetal exposure may decrease visual functioning and causes other ophthalmic problems. MENTAL FUNCTION-Regular use can cause the following effects: • Delayed decision making • Diminished concentration • Impaired short-term memory, interfering with learning • Impaired signal detection(ability to detect a brief flash of light),.a tisk:for users who are • operating machinery • Impaired tracking(the ability to follow moving objects with the eyes) and visual distance • measurements • Erratic cognitive function • Distortions in time estimation • long term negative effects on mental function known as "acute brain syndrome: which is • characterized by disorders in memory, cognitive function, sleep patterns and physical condition. 06/30/2003 10: 41 FAX 5152337494 FEDERAL MOTOR E1012 11 ACUTEIOVERDOSE EFFECTS-MARIJUANA • Aggressive urges • Anxiety • Confusion • Fearfulness • Hallucinations • Heavy sedation • Immobility • Mental dependency • Panic • Paranoid reaction • Unpleasant distortion in body image WORKPLACE ISSUES- The active chemical, THC, is stored in body fat and slowly releases over time. Marijuana smoking has a long-term effect on performance. A 500 to 800 percent increase in THC potency in the past several years makes smoking three to five joints a week today, equivalent to 15 to 40 joints a week in 1978. Combining alcohol or other depressant drugs and marijuana can produce a multiplied effect, increasing the impairing effects of both the depressant and marijuana. EFFECTS OF DRUGS: COCAINE Cocaine is used medically as a local anesthetic. It is abused as a powerful physical and mental stimulant. The entire central nervous system is energized. Muscles are more tense, the heart beats faster and stronger, and the body bums more energy. The bran experiences an exhilaration caused by a large release of eurohonnones associated with mood elevation. DESCRIPTION- The source of cocaine is the coca bus, grown almost exclusively in the mountainous regions ofnorthem South America. Cocaine Hydrochloride-"snorting coke" is a white to creamy granular or lumpy powder that is chopped into a fine powder before use. ft is snorted into the nose, rubbed on the gums or injected in veins. The effect is felt within minutes and lasts 40 to 50 minutes per"line" (about 60 to 90 milligrams). Common paraphernalia includes a single-edge razor blade and a small mirror or piece of smooth metal, a half straw or metal tube, and a small screw-cap vial or folded paper packet containing the cocaine. DESCRIPTION - COCAINE Cocaine Base-"rock, crack or free base"is a small crystalline rock about the size of a small pebble. It boils at a low temperature, is not soluble in water, and is up to 90 percent pure. It is heated in a glass pipe and the vapor is inhaled_ The effect is felt within seven seconds. Common paraphernalia includes a within seven seconds. Common paraphernalia includes a"crack pipe" (a small glass smoking device for vaporizing the crack crystal) and a lighter, alcohol lamps or small butane torch for heating. 06/30/2003 10:41 FAX 5152337494 FEDERAL MOTOR IJ013 12 SIGNS AND SYMPTOMS OF USE- • Financial problems • Frequent and extended absences from meetings or work assignments • Increased physical activity and fatigue • Isolation and withdrawal from friends and normal activities • Secretive behaviors, frequent non business visitors, delivered packages,phone call • Unusual defensiveness, anxiety, agitation • Wide mood swings • Runny or irritated nose • Difficulty in concentration • Dilated pupils and visual impairment • Restlessness • Formication(sensations of bugs crawling on skin) • High blood pressure,heart palpitations and irregular rhythm • Hallucinations • Hyper excitability and overreaction to stimulus • Insomnia • Paranoia and hallucinations • Profuse sweating and dry mouth • Talkativeness HEALTH EFFECTS- Research suggest that regular cocaine use may upset the chemical balance of the brain. As a result, it may speed up the aging process by causing irreparable damage to critical nerve cells. The onset of nervous system illnesses such as Parkinson's disease could also occur. Cocaine use causes the heart to beat faster and harder and rapidly increases blood pressure. In addition, cocaine causes spasms of blood vessels in the brain and heart. Both effects lead to ruptured vessels causing strokes and heart attacks. Strong psychological dependency can occur with one "hit" of crack. Usually,mental dependency occurs within days(crack) or within several months(snorting coke). Cocaine causes the strongest mental dependency of any know drug. HEALTH EFFECTS- COCAINE Treatment success rates arc lower than for other chemical dependencies. Cocaine is extremely dangerous when taken with depressant drugs.Death due to overdose is rapid. The fatal effects of an overdose are usually not reversible by medical intervention. The number of cocaine overdose deaths has tripled in the last four years. Cocaine overdose was the second most common drug emergency in 1986, up from 11`h place in 1980. 06/30/2003 10: 42 FAX 5152337494 FEDERAL MOTOR 41014 13 WORKPLACE ISSUES- Extreme mood and energy swings create instability. Sudden noises can cause a violent reaction. Lapses in attention and ignoring warning signals greatly increase the potential for accidents. The high cost of cocaine frequently leads to workplace theft and or dealing. A developing paranoia and withdrawal create unpredictable and sometimes violent behavior. Work performance is characterized by forgetfulness, absenteeism, tardiness and missed assignments. EFFECTS OF DRUGS: OPIATES Opiates are narcotic drug that alleviate pain, depress body functions and reactions and, when taken in large doses, cause a strong euphoric feeling. DESCRIPTION- Natural and natural derivatives -opium, morphine, codeine and heroin Synthetics-tneperidine (Demerol), oxymorphone(Numorphan) and oxycodone (Percodan) May be taken in pill form, smoked or injected depending upon the type of narcotic used. SIGNS AND SYMPTOMS OF USE- • Mood changes • Impaired mental functioning and alertness • Constricted pupils • Depression and apathy SIGNS AND SYMPTOMS OF USE- OPIATES • Impaired coordination • Physical fatigue and drowsiness • Nausea, vomiting and constipation HEALTH EFFECTS- J • IV needle users have a high risk for contracting hepatitis and AIDS due to the sharing of needles. Narcotics increase pain tolerance. As a result,people could more severely injure themselves or fail to seek medical attention after an accident due to the lack of pain sensitivity. Narcotics' effects are multiplied with use in combination with other depressant drugs and alcohol, causing increased risk for an overdose. WORKPLACE ISSUES- Unwanted side effects such as nausea, vomiting, dizziness, mental clouding and drowsiness place the legitimate user and abuser at higher risk for an accident. Narcotics have legitimate medical use in alleviating pain.Workplace use may cause impairment of physical and mental function. 06/30/2003 10: 42 FAX 5152337494 FEDERALMOTOR l 015 14 EFFECTS OF DRUGS: AMPHETAMINES Amphetamines are central nervous system stimulants that speed up the mind and body.The physical sense of energy at lower doses and the mental exhilaration of higher doses are the reasons for their abuse. Although widely prescribed at one time for weight reduction and mood elevation,the legal use of the amphetamines is now limited to a very narrow range of medical conditions.Most amphetamines that are abused are illegally manufactured in foreign countries and smuggled into the U.S. or clandestinely manufactured in crude laboratories. DESCRIPTION- Amphetamine ("speed")is sold in counterfeit capsules or as white,flat,double scored"mini beanies". It is usually taken by mouth. Methamphetamine("meth," "crank,"or"crystal")is nearly identical in actin to axnphetamine. It is often sold as a creamy, white and granular powder or in lumps and is packaged in aluminum foil wraps or sealable plastic bags. Methamphetamine may be taken orally, injected or snorted into the nose. SIGNS AND) SYMPTOMS OF USE-AMPHETAMINES • Hyper excitability,restlessness • Dilated pupils • Increased heart rate and blood pressure • Heart palpitations and irregular beats • Profuse sweating • Rapid respiration • Confusion • Panic • Talkativeness • Inability to concentrate HEALTFI EFFECTS- Regular use produces strong psychological dependence and increasing tolerance to drug. High doses may cause toxic psychosis resembling schizophrenia. Intoxication may induce a heart attack or stroke due to spiking of blood pressure. Chronic use may cause heart and brain damage due to severe constriction of capillary blood vessels. The euphoric stimulation increases impulsive and risk taking behavior,including bizarre and violent acts. Withdrawal from the drug may result in severe physical and mental depression. WORKPLACE ISSUES- Since amphetamines alleviate the sensation of fatigue, they may be abused to increase alertness because of unusual overtime demands or failure to get rest, Low dose amphetamine use will cause a short term improvement in metal and physical functioning. With greater use or increasing fatigue the effect reverses and has an impairing effect.Hangover effect is characterized by physical fatigue and depression,which make operation of equipment or vehicles dangerous. 06/30/2003 10:42 FAX 5152337494 FEDERAL MOTOR a 016 15 EFFECTS OF DRUGS; PHENCYCLIDINE (PCP) Phencyclidine (PCP) was originally developed as an anesthetic,but the adverse side effects prevented its use except as a large animal tranquilizer.Phencyclidine acts as both a depressant and a.hallucinogen, and sometimes as a stimulant.It is abused primarily for its variety of mood altering effects. A low dose produces sedation and euphoric mood changes. The mood can change rapidly from sedation to excitation and agitation.Larger doses may produce a coma-like condition with muscle rigidity and a blank stare,with the eyelids half closed. Sudden noises or physical shocks may cause a "freak out"in which the person has abnormal strength, extremely violent behavior, and an inability to speak or comprehend communication DESCRIPTION - PCP is sold as a creamy, granular powder and often packaged in one inch square aluminum foil or folded paper"packets." It may be mixed with marijuana or tobacco and smoked. It is sometimes combined with procaine, a local anesthetic, and sold as imitation cocaine. SIGNS AND SYMPTOMS OF USE - • Impaired coordination • Severe confusion and agitation • Extreme mood shift • Muscle rigidity • Nystagmus (jerky eye movements) • Dilated pupils • Profuse sweating • Rapid heartbeat • Dizziness HEALTH EFFECTS- The potential for accidents and overdoes emergencies is high due to the extreme mental effects combined with the anesthetic effect on the body. The potential for accidents and overdose emergencies is high due to the extreme mental effects combined with the anesthetic effect on the body. PCP is potentiated by other depressant drugs, including alcohol, increasing the likelihood of an.overdose reaction. Mis-diagnosing the hallucinations as LSD induced, and then treating with Thorazine, can cause a fatal reaction. Use can cause irreversible memory loss,personality changes, and thought disorders. WORKPLACE ISSUES—PHENCYCLIDINE (PCP) PCP abuse is less common today then in recent years. It is also not generally used in a workplace setting because of the several disorientation that occurs. There are four phases to PCP abuse_ The first phase is acute toxicity. It can last up to three days and can include combativeness, catatonia, convulsions and coma. Distortions of size, shape and distance perception are common. The second phase, which does not always follow the first, is a toxic psychosis.Users may experience visual and auditory delusions,paranoia and 06/30/2003 10:43 FAX 5152337494 FEDERAL MOTOR 0017 --F 16 agitation. The third phase is a drug induced schizophrenia that may last a month or longer. The fourth phase is PCP induced depression. Suicidal tendencies and mental dysfunction can last for months. ALCOHOL AND DRUGS: METHODS OF INTERVENTION Whenever you are put into a position where you come in contact with someone who you believe is under the influence of drugs or alcohol, you must make a choice. The choice is whether you do nothing and hope for the best, or do something about the situation.You must realize that if a person is under the influence and you choose to do nothing,you also could become responsible for the acts of the person under the influence. It's kind of like being an accessory to a crime. Maybe all you did was driver the car,you didn't actually rob the bank,but you would still be held accountable for having knowledge of the violation. Therefore if you are put into a situation where you believe someone is under the influence, you must act. There are few options on what you must do. First of all,never let the person perform any work related duties.You must confront the person. Anything they do could effect you. Get them to give you the keys and get them away from any functions.Next,you must contact your employer and reportt what you have witnessed to a supervisor. The employer's management will take necessary actions to ensure that the person is not risking injury to themselves or to the public. If, at some point, you become concerned that you are using or abusing alcohol or drugs and would like to get help and counseling, you will be referred to those agencies who can assist you with your problem. You must come forward to your employer with your problem before you are found to have a positive alcohol or controlled substances test. At that time you would have to complete a rehabilitation program and agree to submit to future unannounced alcohol or controlled substances tests to assure the company that you have successfully controlled your problem. The most important thing to remember when it conies to intervention,whether it's your coworker or yourself, is that these measures were put into place to ensure safety in your work environment for all employees and the public. IN SEARCH OF EXCELLENCE Provena Mercy Center Occupational Health Services delivers exceptional quality by balancing the needs of the employer and the employee. We believe that the best medicine for maintaining a healthy workforce and a strong bottom line is an OHS partnership, which provides cost effective medical care with the highest quality of patient care. We offer your company: EXPERT MEDICAL CARE: • Medical staff experienced in all facets of occupational health and dedicated to providing the best possible medical care for your employees. • Our staff specializes in the practice of occupational medicine. COST SAVINGS: • A return-to-work philosophy that enables employers to reduce lost time and minimize total worker's compensation cost. • Timely, prompt service in the clinic with after hours service available in the Emergency Department. • Competitive, market driven pricing that focuses on the employer's bottom line. • Billing customized to specifications, minimizing paperwork and simplifying reimbursement. • Injury assessment and treatment by qualified clinicians in patient friendly environments 24 hours a day, seven days a week. RETURN TO WORK: • Prompt, expert injury treatment and rehabilitation services with an aggressive return-to-work philosophy. • All referrals for injuries and illnesses requiring a specialist for evaluation and/or treatment are handled within the Occupational Health clinic. These appointments are "fast tracked" so that a definitive diagnosis and treatment plan can be quickly established. • Our specialists understand your needs, and they assist us in determining causality while keeping surgery to a minimum and therapy to only the number of visits needed. a OCCUPATIONAL HEALTH SERVICES Injury Care and Follow-Up Treatment • Initial injury care and diagnosis • Injury follow-up and updated status report • Rehabilitation services for worker's compensation injuries • Referral to specialty physicians and services • Same day physician reports • On-site physician consultation regarding causality Physical Examinations • Pre-placement • Department of Transportation (D.O.T.) • Return to work • Executive • Annual and periodic evaluations • Fitness for duty • Independent Medical Exams (IME) Tests & Screenings • Drug and hair screening, which includes screening for adulterants • Blood and breath alcohol performed by certified technicians • Full radiology & laboratory testing • Spirometry and audiology services performed by certified technicians DRUG TESTING SERVICES • 5,6,8,and 10 panel non-DOT urine screens • Nida 5 panel urine drug screen (DOT) • Specimen collection services • Express screens TESTS INCLUDE: • GCMS confirmation on all positive results • Chain of custody collection procedures • 24 hour results • MRO services • Federally approved testing laboratory All employees are required to have a photo I.D. at the time of the test. HEALTH MANAGEMENT & WELLNESS In partnership with our client companies, Provena Mercy Center Occupational Health Services lays the foundation for a healthier, more productive and retainable workforce. Our health management and wellness services cater to employees of all ages and support healthy lifestyles. Programs are customized to meet client needs. Specialized offerings include: • ADA compliant job descriptions • Back school • CPR training • Diabetes screenings • Smoking cessation • Blood pressure screenings • Flu vaccine & Hepatitis B series • Blood-borne pathogen training • First aid training • Worksite evaluation • Spirometry baseline screens • Corporate health fairs • Supervisor training for drug and alcohol abuse • Employee Assistance Programs • Physical exams • Workplace ergonomic evaluations • Executive health and wellness initiatives • Stress management • Recognition and prevention of violence in the workplace • On-site physician A(Lti,'v\ 4 ORDINANCE NO.2004- AN ORDINANCE ESTABLISHING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2004-104 CENTRAL GRANDE RESERVE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. Authority. The United City of Yorkville (the "City") is authorized, pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), to establish special service areas for the provision of special governmental services in portions of the City and to levy or impose a special tax and to issue bonds for the provision of such special services. Section 2. Findings. (a) The question of establishment of the area hereinafter described as a special service area (the "Special Service Area") was considered by the City Council of the City pursuant to "An Ordinance Proposing the Establishment of Special Service Area Number 2004-104 Central Grande Reserve in the United City of Yorkville and Providing for Other Procedures in Connection Therewith," being Ordinance No. 2004-13, adopted on February 24, 2004. The establishment of the Area was considered at a public hearing commenced on March 23, 2004, and finally adjourned on March 23, 2004 (the "Public Hearing"). The Public Hearing was held pursuant to notice duly published in The Beacon News, a newspaper of general circulation within the City, on March 8, 2004, which was at least fifteen (15) days prior to the Public Hearing, and also pursuant to notice by mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the Area. Said notice by mail was given by depositing said notice in the United States mail not less than ten (10) days prior to the date set for the Public Hearing. In the event taxes for the last preceding year were not paid, said notice was sent to the person last listed on the tax rolls prior to that year as the owner of said property. A certificate of publication of notice and evidence of mailing of notice are attached to this Ordinance as Exhibit A and Exhibit B, respectively. Said notices conform in all respects to the requirements of the Act. To comply with City requirements an additional notice of public hearing was published in the Kendall County Record, a newspaper of general circulation within the City, on March 11, 2004. A Certificate of Publication of such notice is on file with the City. (b) At the Public Hearing, all interested persons were given an opportunity to be heard on the question of the issuance of bonds to finance a part of the cost of engineering, soil testing and appurtenant work, mass grading and demolition, storm water management facilities, storm drainage systems and storm sewers, site clearing and tree removal, public water facilities, sanitary sewer facilities, erosion control measures, roads, streets, curbs, gutters, street lighting, traffic controls, sidewalks, equestrian paths and related street improvements, and equipment and materials necessary for the maintenance thereof, public parks, park improvements, bicycle paths, landscaping, wetland mitigation and tree installation, costs for land and easement acquisitions 011 552460.4 relating to any of the foregoing improvements, required tap-on and related fees for water or sanitary sewer services and other eligible costs (collectively, the "Improvements"), on the question of the conditions for participating in the Special Service Area as more particularly set forth herein, and on the question of the retirement of said bonds as due from time to time by a levy of a tax on real property within the Area. (c) After considering the data as presented to the City Council of the City and at the Public Hearing, the City Council of the City find that it is in the best interests of the City and of the residents and property owners of the United City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve that the Special Service Area, as hereinafter described, be established. (d) More than 60 days have passed since the final adjournment of the Public Hearing, and no petition objecting to the creation of the Special Service Area, the levy of the Special Tax as herein described or the issuance of bonds has been filed with the City Clerk. (e) The Special Service Area is compact and contiguous as required by the Act. (f) An annual special tax based upon a special tax roll levied against each residential lot and each parcel in the Special Service Area as herein described does not exceed the tax rate or method proposed in the notice of public hearing referred to herein and such special tax, taking into account the direct and indirect special service benefits to current and future owners of property within the Special Service Area, bears a rational relationship between the amount of tax levied against each lot, block, tract and parcel of land in the Special Service Area and the special service benefit conferred. (g) It is in the best interests of the City that the Special Service Area be created for the financing of the Improvements within the Special Service Area, that the Improvements be financed by the sale of bonds, and that taxes be levied on real property within the Special Service Area to retire the bonds and to cover costs and expenses connected with the financing of the Improvements within the Special Service Area. (h) It is in the best interests of the United City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve that the furnishing of the Improvements proposed be considered for the common interests of the Special Service Area and that the Special Service Area will benefit specially from the Improvements. Section 3. United City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve Established. A special service area to be known and designated as "United City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve" is hereby established and shall consist of the contiguous territory legally described in Exhibit C hereto, and outlined on the map of a portion of the City attached as Exhibit D hereto, which description and map are by this reference incorporated herein and made a part hereof. Section 4. Purpose of Area. United City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve is established to provide special services to the Special Service Area in addition to services provided in the City generally. United City of Yorkville 2 )11.552460.4 Special Service Area Number 2004-104 Central Grande Reserve is also created so that bonds may be issued for the purposes aforesaid (the "Bonds"), payable from taxes levied on real property in the Special Service Area in accordance with the special tax roll established by this Ordinance. Such taxes shall be levied in addition to all other City taxes so levied, provided no Bonds shall be issued in excess of the principal amount of$35,000,000 or at an interest rate to exceed the greater of nine percent (9%) per annum or 125% of the rate for the most recent date shown in the 20 G.O. Bonds Index of average municipal bond yields as published in the most recent edition of The Bond Buyer, published in New York, New York, at the time the contract is made for the sale of the Bonds and the Bonds shall mature within not more than thirty (30) years from their date. Section 5. Special Tax Roll for Bond Retirement. In lieu of an ad valorem tax to be levied and extended for the payment of principal of and interest on any Bonds issued on behalf of the Special Service Area, a special tax roll shall be established for levying and extending taxes for the payment of principal of and interest on any Bonds issued for the purposes set forth in Section 4 hereof and the administration and maintenance of the Special Service Area. The description of the special tax roll shall be as set forth in and approved by an amendment to this Ordinance. Section 6. Supercede Conflicting Ordinance. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. PASSED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS this September ,2004. VOTING AYE: VOTING NAY: ABSENT: ABSTAINED: NOT VOTING: 3 011.552460.4 APPROVED Mayor ATTEST: City Clerk Published in pamphlet form , 2004. 4 D11.552460.4 Exhibit A To Establishing Ordinance Publisher's Certificate 011.552460.4 Hi • 1 ; ' Certificate of Publication In "6 ' Beaconl\l' evvs i • i 1 STATE OF ILLINOiS } : 1 . COUNTY OF KANE ., I: . . SS . 1 , FOX VALLEY RUBLIC.ATIONS,DOES HEREBY CERTIFY: • i .. . That it is a corporation duly organized and existing under the law;,bf the S te of Illinois; . . 1 . That it is the publisher of The Beacon News, a secular daily newspaper j4iiLshcd in the City of Aurora,in KanCounty,Illinois,and of general circulation In said City, Co ty and State; . 1 . and in DuPage, Kendall', DeKalb Counties, and in other Cities in Kane C4unty; d that it is a newspaper as defined in"An Act to Revise the Law in Relation to Notices"411.Ro sed Statutes, i Chap. 100,Sections 1,Sand 10. '' , ' • 1 , 1 • That a notice of which the annexed is a true copy has been regularly pu shed in said newspaper ali time each ; for ,i . 1 • successive I; ; that the • . 1 . jir\,_ first public.ation of said notice was on the...i.0..... .. day of ( ,201) (01 Ch °V and the.last publication thereof was on the day of ,20 . that the face of type in•wOch each publication of said notice was printed was th;SAM thc body of type used In the classified advertising.In the newspaper In which said publican° was made; That said The,13eScon News has been regularly-published in said City, Coun and State for at least one yesr prior to the fust publication of said notice. 1 In WITNESS ,WHEREOF, said Fox Valley, Publications, publishty as afo said, has executed this Certificate of Publication by its Officer or Agent thereunto duly au rized this A 1 alci,_ bq • ..... .. .. . . . . day of. . . .... . ... . ...,20.... • FOX VALLEY PUBLICATIONS . • • Byqfq- c: 'TF).AA't3.c-V • . 1 , . , ....,...... . ............ . • • e, 0 1 c V . . Printer's Fee$ / .A .,. .u.(P'aid. . ... .......... . ,20.. : .11 it • 4 4 - .--•••••••• No ./. ,a )a. .. .). . .. . . - -' — 0 - Folio i . • . 1. . . • NOTICE OF HEAKINI, , "`•�'�. UNITED CITY OF YORKVILLE DEGREES 54 MINUTES 03 SECONDS EAST ALONG THE KENNEDY ROAD),AS SHOWN ON THE SUBDIVISION THENCE SOUTH 46.DEGREES 33 MINUTES 17 SEC- SPECIAL SERVICE AREA NUMBER 2004.104 . SOUTH LINE OF SAID SOUTHEAST QUARTER OF SEC- PLAT OF STRUKELS PARADISE LAKE UNIT NO. 1, ONDS WEST 652.28 FEET ALONG SAID CENTERLINE CENTRAL GRANDE RESERVE TION 11,A DISTANCE OF 1329.33 FEET TO THE WEST RECORDED AS DOCUMENT#71.215;THENCE SOUTH TO A.POINT;THENCE NORTH 37 DEGREES 39 MIN- NOTICE IS HEREBY GIVEN that on March 23,2004 at LINE.OF THE SOUTHEAST QUARTER OF SAID SOUTH- 37 DEGREES 39 MINUTES 00 SECONDS EAST 1778.85 UTES 00 SECONDS WEST 3421.68 FEET TO THE POINT 7:00 p.m.at the Yorkville City Hall,800 Game Farm EAST QUARTER;.THENCE NORTH 01 DEGREES 21 FEET ALONG THE CENTERLINE OF BRISTOL ROAD OF BEGINNING. Road,Yorkvllle,111inols,a hearing will be held by the City MINUTES 20 SECONDS WEST ALONG SAID WEST LINE, FOR THE POINT OF BEGINNING;THENCE NORTH 52 ALSO: Of Yorkville to consider forming a special service area, 511.01 FEET TO SAIDSOUTHERLY LINE OF THE DEGREES 21 MINUTES 00 SECONDS EAST 1343.89 THAT PART OF THE SOUTH HALF OF SECTION 11 to be called City of Yorkville Special Service Area BURLINGTON NORTHERN RAILROAD; THENCE FEET TO A POINT;THENCE SOUTH 37 DEGREES 39 AND PART OF THE NORTHWEST QUARTER OF SEC- Number 2004-104 Central Grande Reserve, consisting of NORTH 73 DEGREES 14 MINUTES 21 SECONDS EAST, MINUTES 00 SECONDS EAST 1645.23 FEET TO A POINT TION 14,TOWNSHIP 37 NORTH,RANGE 7 EAST OF the territory legally described in Exhibit 1 to this Notice. ALONG SAID SOUTHERLY LINE,837.66 FEET TO THE IN THE CENTERLINE OF ILLINOIS ROUTE 34;THENCE THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS Tfie approximate street location is the area generally CENTERLINE OF MILL.ROAD; THENCE SOUTH 74 SOUTH 46 DEGREES 33 MINUTES 17 SECONDS WEST FOLLOWS: Ieplcted on the map of a portion of the City,Which map DEGREES 18 MINUTES 13 SECONDS EAST ALONG 1350.80 FEET ALONG SAID CENTERLINE OF ILLINOIS BEGINNING AT THE SOUTHWEST CORNER OF SEC- is attached as Exhibit 2 to this Notice. SAID CENTERLINE 546.02 FEET TO THE EAST LINE OF ROUTE 34 TO THE INTERSECTION OF THE CENTER- TION 11;THENCE.SOUTH 0 DEGREES 57 MINUTES 0 1 The general purpose of the formation of the City of SAID SOUTHEAST QUARTER OF SECTION 11;THENCE LINE OF BRISTOL ROAD; THENCE NORTH 37 SECONDS WEST.442 FEET TO THE NORTH LINE OF Yorkville Special.Service Area Number 2004-104 Central SOUTH 01 DEGREE 19 MINUTES 08 SECONDS EAST DEGREES 39 MINUTES 00 SECONDS WEST 1781.63 THE RIGHT OF WAY OF THE CHICAGO,BURLINGTON Grande Reserve is to provide special municipal.services ALONG SAID EAST LINE,556.17 FEET TO THE SOUTH- FEET ALONG SAID CENTERLINE OF BRISTOL.ROAD AND QUINCY RAILROAD; THENCE- N1728 FEET ORTH 75 to the area which may Include:engineering,soil testing EAST CORNER OF SAID SOUTHEAST QUARTER; TO THE POINT,OF BEGINNING. DEGREESAIDS M MUTES SEAYCON NS EAST THE SOUTH and appurtenant work, mass'grading and demclition, THENCE. SOUTH 01 DEGREE 19 MINUTES 08 SECONDS .ALSO:. TO storm water management facilities,storm drainage.sys- EAST ALONG THE EAST LINE OF THE NORTHEAST THAT PART. OF SECTIONS FOURTEEN (14) SAND LINE OF SECTION 11;THENCE SOUTH 89 DEGREES 53 terns and storm sewers,site clearing and tree removal, QUARTER OF SAID SECTION 14,A DISTANCE OF 1122.0 TWENTY-THREE (23), ALL IN TOWNSHIP,THIRTY- MINUTES 0 SECONDS EAST 1001.25 FEET ALONG THE public water facilities,sanitary sewer faculties,erosion FEET;THENCE SOUTH 87 DEGREES 45 MINUTES.51 SEVEN(37)NORTH,RANGE SEVEN(7)EAST OF THE SOUTH LINE OF.SAID SECTION 11 TO THE SOUTH- control measures,roads,streets,curbs,gutters,street SECONDS WEST, 438.0 FEET TO THE NORTHEAST THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOL- EAST CORNER OF THE WEST HALF OF SAID SECTION lighting,traffic controls,sidewalks,equestrian paths and CORNER OF LYNWOOD SUBDIVISION, EXTENSION LOWS: 11;THENCE NORTH 89 DEGREES 54 MINUTES 0 SEC- related street Improvements,and equipment and mate- FOUR;THENCE SOUTH 87 DEGREES 45 MINUTES.51 COMMENCING AT THE SOUTHERLY CORNER OF ONDS.EAST 1339.5 FEET ALONG THE SOUTH LINE OF rials necessary for the maintenance thereof, public SECONDS WEST,ALONG THE NORTHERLY LINE OF STRUKELS PARADISE LAKE UNIT NO.I,.(SAID POINT SAID SECTION 11 TO.THE SOUTHEAST CORNER OF parks,park Improvements and bicycle paths,landscap- SAID LYNWOOD SUBDIVISION, EXTENSION FOUR, ALSO BEING THE INTERSECTION OF THE CENTER- THE WEST HALF OF THE SOUTHEAST QUARTER OF Ino,wetland mitigation and tree Installation,costs for 1168.80 FEET TO THE NORTHWEST CORNER THERE- LINE OF BRISTOL ROAD.AND THE CENTERLINE OF SAID SECTION 11;THENCE NORTH 0 DEGREES 40 MIN- land and easement acquisitions relating to any of the OF;THENCE SOUTH 01 DEGREE 46 MINUTES 18 SEC- KENNEDY ROAD),AS SHOWN ON THE SUBDIVISION UTES 0 SECONDS EAST 977.5 FEET TO THE CENTER- foregoing Improvements, required tap-on and related ONDS EAST,ALONG THE WESTERLY LINE OF LYN- PLAT OF STRUKELS PARADISE LAKE UNIT NO. 1, LINE OF THE HIGHWAY; THENCE NORTH 74 fees for water or sanitary sewer services and other ell- WOOD SUBDIVISION,EXTENSIONS FOUR AND FIVE, RECORDED AS DOCUMENT#71-215;THENCE NORTH DEGREES 15 MINUTES 0 SECONDS WEST 727.2 FEET gible costs. 1173.80 FEET TO AN IRON STAKE;THENCE SOUTH 01 60 DEGREES 17 MINUTES 26 SECONDS EAST 724.86 ALONG SAID CENTERLINE; THENCE NORTH 79 There will also be considered at the hearing the follow- DEGREE 47 MINUTES 49 SECONDS EAST,ALONG THE FEET ALONG THE CENTERLINE OF KENNEDY ROAD DEGREES 10 MINUTES 0 SECONDS WEST 2877.4 FEET ing alternative methods of financing Improvements with- WESTERLY LINE OF LYNWOOD SUBDIVISION, TO THE POINT OF CURVATURE OF A 1094.72 FOOT ALONG SAID CENTERLINE TO THE CENTERLINE OF A in the proposed special service area: (I)the levy of a tax EXTENSION FIVE,376.25 FEET TO AN IRON STAKE; RADIUS CURVE TO THE LEFT;THENCE NORTHEAST- NORTH AND SOUTHHIGHWAY; THENCE SOUTH 7 by the City In the proposed special service area,sufti- THENCE SOUTH 02 DEGREES 01 MINUTES 46 SEC- ERLY 631.18 FEET ALONG SAID CURVE WHOSE DEGREES 7 MINUTES 0 SECONDS EAST 364.8 FEET. clent to produce revenues to provide special municipal ONDS EAST ALONG THE WESTERLY LINES OF LYN- CHORD BEARS NORTH 43 DEGREES 46 MINUTES 24 ALONG THE CENTER OF SAID NORTH AND SOUTH services to the proposed special service area;the maxi- WOOD SUBDIVISION, EXTENSIONS FIVE AND SIX, SECONDS EAST 622.47 FEET TO THE POINT OF TAN- HIGHWAY;THENCE NORTH 89 DEGREES 47 MINUTES mum rate of such taxes to be extended In any year with- 1950.62 FEET TO AN IRON STAKE;THENCE SOUTH 01 GENCY OF SAID CURVE; THENCE NORTH 27 0 SECONDS WEST 503.33 FEET TO THE WEST LINE OF In the proposed special service area which shall not DEGREE 51 MINUTES 08 SECONDS EAST,ALONG THE DEGREES 15 MINUTES 21 SECONDS EAST 11.57 FEET SAID SECTION II;THENCE SOUTH 0 DEGREES 52 MIN- - exceed the amount necessary to produce a maximum WESTERLY LINE OF LYNWOOD SUBDIVISION, ALONG SAID CENTERLINE FOR THE POINT.OF UTES 0 SECONDS WEST ALONG SAID WEST LINE annual tax levy of$4,000,000 In accordance whh the spe- EXTENSION SIX,879.29 FEET TO THE CENTERLINE BEGINNING;THENCE CONTINUE NORTH 27 DEGREES 1327.6 FEET TO THE POINT OF BEGINNING;EXCEPT clal tax roll referred to below,and(Ill the Issuance of.OF U.5.-ROUTE NO.34;THENCE SOUTH 45 DEGREES 15 MINUTES 21 SECONDS EAST 551.92 FEET.ALONG THAT PART LYING NORTHERLY OF THE SOUTHER- speclal tax bonds In an aggregate principal amount not 14-MINUTES 47 SECONDS WEST ALONG SAID CEN- SAID CENTERLINE TO A POINT;THENCE SOUTH 45 LY RIGHT OF WAY LINE OF THE CHICAGO,BURLING- to exceed$35,000,000 at an Interest rate of not to exceed TERLINE 878.60 FEET;THENCE NORTH 37 DEGREES DEGREES 56 MINUTES 15 SECONDS EAST. 1501.96 TON AND QUINCY RAILROAD AFORESAID IN THE the greater of nine percent(9%)per annum or 125%of 07 MINUTES 26 SECONDS WEST, 2106.30 FEET; FEET ALONG AN EXISTING FENCE LINE TO A POINT; TOWNSHIP OF BRISTOL,KENDALL COUNTY,ILLINOIS. the rate for the most recent date shown in the 20 G.O. THENCE NORTH 47 DEGREES 17 MINUTES 26 SEC- THENCE SOUTH 35 DEGREES 48 MINUTES 56 SEC- 'Bonds Index of average municipal bond yields as pub- ONDS•WEST,1500.85 FEET TO THE CENTERLINE OF ONDS EAST 2104.69 FEETALONG SAID FENCE LINE TO Map of Proposed Special Service Area Ilshed In the most recent edition of The Bond Buyer,pub- KENNEDY ROAD AND THE EASTERNMOST CORNER - - Ilshed in New York,New York,at the time the contract OF A TRACT DESCRIBED IN A QUIT CLAIM DEED TO I Exhibit 2 to Notice Ismadefor the sale of the bonds,and to mature within GEORGE AND GLENNA PATTERSON,HUSBAND AND Central Parcel SSA thirty(30)years from the date of their Issuance. The WIFE,RECORDED AS DOCUMENT NO.72-375 ON JAN- bonds, levy If Issued,shall be retired by the of an annu- UARY 25,1972;THENCE NORTH.25 DEGREES 56 MIN- al tax established pursuant to a special tax roll to pay the UTES 49 SECONDS EAST ALONG SAID CENTERLINE �,, Interest on such bonds as it falls due and to discharge the 236.34 FEET; THENCE NORTHEASTERLY AND principal thereof at maturity and to pay the costs of NORTHERLY,A RADIUS OF 800.0 FEET;AN ARC DIS- • __.:•"- (/I administration and maintenance of the special service TANCE OF 419.10 FEET;THENCE NORTH 04 DEGREES area,said tax to belevied upon all taxable property 04 MINUTES 07 SECONDS WEST ALONG SAID CEN- , within the proposed special service area. - TERLINE 531.06 FEET;THENCE NORTH 05 DEGREES At the hearing,all Interested persons affectedby the for- 06 MINUTES 07 SECONDS WEST-ALONG SAID CEN- _ /J matins of such special service area,Including all persons TERLINE 1866.0 FEET TO THE POINT OF BEGINNING i owning taxable real estate therein,..may file written IN BRISTOL TOWNSHIP,KENDALL COUNTY,ILLINOIS objections to and be heard orally regarding the forma- AND CONTAINING 372.223 ACRES. II J tion of and the boundaries of the special service area, ALSO: - the issuance of bonds and the levy of taxes affecting the THAT PART OF SECTIONS.FOURTEEN(14),FIFTEEN area. The hearing may be adjourned.by the.City Council (15) AND TWENTYTHREE (23), ALL IN TOWNSHIP / -_ I `'/ without further notice other than a motion to be entered THIRTY-SEVEN(37)NORTH,RANGE SEVEN(7)EAST I.� I 1•' upon the minutes of its meeting fixing the time and place OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS of its adjournment. FOLLOWS: If a petition signed by at least 51%of the electors resld- COMMENCING AT THE SOUTHERLY CORNER OF ,J iqg within the City of Yorkvllie Special Service Area STRUKELS PARADISE LAKE UNIT NO.1,(SAID POINT t. Number 2004-104 Central Grande Reserve and by at ALSO BEING THE INTERSECTION OF THE' CENTER- L---; y3 east.51%of the owners of record of the land Included LINE OF BRISTOL ROAD.AND THE CENTERLINE OF within the boundaries of the City of Yorkville`Special KENNEDY ROAD),AS SHOWN ON THE SUBDIVISION Service Area Number 2004-104 Central Grande Reserve PLAT OF STRUKELS PARADISE LAKE UNIT NO. 1 is flied with the City Clerk of the City of Yorkville within RECORDED AS DOCUMENT#71-215;THENCE.NORTH ,..60 days.following the final adjournment of the public 60 DEGREES 17 MINUTES 26 SECONDS EAST,724.86 - hearing objecting to the creation of the special service FEET ALONG THE CENTERLINE OF KENNEDY ROAD %,..,1.- 1. e-_ area,the Issuance of bonds for the provision of:special TO THE POINT OF CURVATURE OF A 1094.72 FOOT p services to the area or the levy of taxes affecting the RADIUS CURVE TO THE LEFT;THENCE NORTHEAST- /�♦ S area,no such area may be created and no such bonds ERLY 631.18Exhibit Tto Notice - FEET ALONG SAID CURVE WHOSE a+0. , may be Issued or taxes levied or Imposed. CHORD BEARS NORTH 43 DEGREES 46 MINUTES 24 E, a• s S. • SECONDS EAST 622.47 FEET TO THE POINT OF TAN- . i GENCY OF SAID CURVE; THENCE NORTH 27 '•��`.u: °9 DEGREES 15 MINUTES'21 SECONDS EAST 11.57 FEET .8 ,♦ fy Legal Description of Property ALONG.SAID CENTERLINE;TO A POINT; THENCE / 'r .. i GRANDE.RESERVE CENTRAL REGION SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST ,. �rtV ♦ ♦471,7 THAT PART OF THE SOUTHEAST QUARTER OF SEC- 1776.45 FEET TO A PONT; THENCE SOUTH 52 / r o .4'4" ,TION 11 ;THAT PART OF SECTION 14,AND THAT DEGREES 21 MINUTES 00 SECONDS WEST.1343.89 � 0 4` 114,::,PART OF'THE NORTH HALF OF SECTION 23,TOWN FEET TO A.POINT:IN THE CENTERLINE OF BRISTOL / 9 SHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRIN- ROAD;THENCE NORTH 37 DEGREES 39 MINUTES 00 ( �� % ;.`,y VIP'ii _ =i `'� a° CIPAL MERIDIAN DESCRIBED AS FOLLOWS: SECONDS WEST 1778.85 FEETALONG SAID CENTER. 0 • BEGINNING AT THE INTERSECTION OF THE CENTER- LINE TO.THE POINT OF BEGINNING. ypae = 41 LINE OF KENNEDY ROAD WITH THE SOUTHERLY ALSO: - • • s LINE OF.THE BURLINGTON NORTHERN RAILROAD THAT PART OF SECTIONS FOURTEEN (14) AND i • e . 'NORTH 0 73 DEGREESUGH SAID SECTION 14;THENCE TWENTY-THREE MINUTES 21 SECONDS EAST SEVEN(3)NORTH,3RANGE SEVEN TOWNSHIP ALL IN 7EAST OFRTHE •(7.• ALONG SAID SOUTHERLY LINE 1239.61 FEET TO THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOL- NORTH LINE OF THE NORTHWEST QUARTER OF SAID LOWS - - SECTION;14;THENCE NORTH 88 DEGREES•04 MIN- COMMENCING AT THE SOUTHERLY CORNER OF UTES 00 SECONDS EAST,ALONG SAID NORTH LINE, STRUKELS PARADISE LAKE UNIT NO.1,(SAID POINT 610.29 FEET TO THE.NORTHEAST CORNER OF SAID ALSO BEING THE INTERSECTION OF THE CENTER- Exhibit B To Establishing Ordinance Evidence of Mailing )11.552460.4 SENDER:COMPLETE THIS SECTION COMPLETE THIS.SECTION ON.DELIVERY • Complete items 1,2,and 3.Also complete A.Sign- . e - item 4 if Restricted Deliveryis desired. X 0 Agent • Print your name and address on the reverse ��- � � ' ❑Addressee so that we can return the card to you. B. Receivi.y(Print-.Name) C. Date of Delivery ■ Attach this card to the back of the mailpiece, .. or on the front if space permits. D. Is delivery address different from item 1? 0 Yes 1. Article Addressed to: If'YES,enter delivery address below: 0 No Arthur C.Zwemke Preside:t and CEO i Moser Enterprises,Inc. 5th Avenue Station 300 East 5th Avenue, Suite 430 3. Service Type Naperville, II, 60563 %Certified Mail 0 Express Mail ❑ Registered 0Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. • 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7002 2030 0002 5195 0941 (Transfer from service labe0 --- — • PS Form 3811,August 2001 - Domestic Return Receipt i 102595-02-M-1540 1 t * : 10260794193-l € r - kE �j ' " I `n Postage agc Q Certified ree �� o 1 Yes, Return Recieet fee i er , (Endorsement Required', ,, ?5,,,,i--- �: CI Restricted Delivery Fee 1 1 % rr1 (Endorsement Required) ; j ru Tota'Postage a•Arthtgr •C.Zwemke ru Pr sadent_andLE-Q o $ert To Moser Enterprises, Inc. I r-I Street,Art.No., 5th-Avenue Station or PO Box NC. [3QO.EasLS__AvenuerSuite-430 F I''' Naperville, IL 60563 SENDER:COMPLETE THIS SECTION:`' COMPLETE THIS SECTION ON DELIVERY s7 ., • Complete items 1,2,and 3.Also complete A. Signa e item 4 if Restricted Delivery is desired. X - � /�Agent • Print your name and address on the reverse ' • Lf Addressee so that we can return the card to you. B. Received by(Printed Name) C. Date of Deliv-ry • Attach this card to the back of the mailpiece, ,/1 or on the front if space permits. 1�� 1 D. Is delivery address different from item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: No CNC ILAF#V LLC c/o The Inland Real Estate Group PO Box CNC#1746 Lombard,IL 60148 3. Service Type .4Certified Mail 0 Express Mail ❑ Registered 0 Return Receipt for Merchandise ❑ Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes - 2. Article Number (transfer from;service tape° 7002 2030 0002 5195 0903 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-154o i 1-11j LT'i r-9 LSI Postage $ Certified Fee 1.00 oI frns 'f , rs Return Ri' cleptRequired) Fee i 4/ 0 ;Endorsement { Rest I p rgted Delivery Fee m (Endorsement Required) ! j � .// p i !j Total.Postage&Fees (� / SE'"'` CNC ILAF#V LLC L Srreet,Apt.No.; clo Tlie Tnland-Real Estate Group u; °` G N.w. PO-Box-CNC-#1-746 oiry,State;,GIFP 4 Lombard,IL 60148 i� stems SENDER:COMPLETE THIS SECTION - COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3.Also complete A. Signature item 4 if Restricted Delivery is desired. l 4/ 0 Agent • Print your name and address on the reverse X _ h _uky _ .i 1:1-Addressee so that we can return the card to you. B. Received by(Printed Name) Date of Delivery • Attach this card to the back of the maiipiece, or on the front if space permits. rJ ._. r" rt-" - D. Is delivery address different from item 12 ❑Yes 1. Article Addressed to: If YES,enter delivery address below:' -,� No -:;•' Dale Konicek,et al. _ 6321 Walker Road _ Yorkville, IL 60560 3. Service Type Certified Mail 0 Express Mail ❑ Registered 0 Return Receipt for Merchandise ❑ Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) ❑Yes 2. Article Number (Transfer from service label) 7 0 0 2 2030 0002 5195 0 910 PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 €r € F r aiif JF - iO26O79 1U3ii s -. �(t lig tri fir !1 i -j , . �4 _�, [T'f- s - - - 0 u1 I. Ln ?osteg� n Ogvru O rerti edd Fee re~earn RecieP1_ �O (Endorsemen:Required) I5.�2 0 Restricied Delivery Fee 1 :. ~Fel :. \ QL'tiOl-1r'')/ h. IU O I Sen,T o; Dale Konicek, et al. N'S"c`f'AP`f.'C'; 6321 Walker Road i Or PC BOX 1,10, cr;',S_re' +: Yorkville IL-"60-560 ,., _..,:,,,,,,...,.. ,m,At.--z:.. :, ___Ai- itutqFxr- P'--- -. , . , 1 t .. -.:__ .::, ,. ,...4„..,, ,--..,:- %...gomtieffir,...,. -_,, --4,,,,----:--'----.-taffer -- ---,e,-,----- T--- -H- lotV71':-Cr,--6:'-':-, -.-- i...., ;,- ,,,-.... 3‘,;,.. ::. _ ,-,,,t. ,:, IT' `,,,Y t:' ,.. ,,-,, ',. ,- i. . rg ir co, 11J Certified Fee CI C1 r: I-4"/Po ere, Return Reciept Fee P (Endorsement Required) In . ' 173 Restricted Delivery Fee I ) ' rri (Endorsement Required' I i Oki,... 0 C3 1 '701Vk ru Total Postaoe 8,Fees $ RI ED I Sent To D I Francis Steinbrecher, et al. N r Street,Apt.No.; 1237 W. Farwell or PO Box No. city,State,ZIP+4 Chicago,Tr, 60626 •--c-,,Ne:I!,,n11.•-,•“0...*?,4•,-V20??,, ,--,,, ,-1.1,4-ftt,--,,,-- .S- .--L•,- , •••=•-•,-,•• SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Si.natur item 4 if Restricted Delivery is desired. X // // ❑Agent • Print- your name and address on the reverse >� ,,-"- ❑Addressee so that we can return the card to you. B. ceived by( ted Name) C.D: _ • De' ery ■ Attach this card to the back of the mailpiece, / cf %� J�,• or on the front if space permits. / 4 ��4`-1/I a D. Is delivery address different from item 1? • Yes 1. Article Addressed to: If YES,enter delivery address below: ❑No MPI-2 YORKVILLE CENTRAL LLC 6880 NORTH FRONTAGE ROAD SUITE 100 3. Service Type' BURR RIDGE, IL 60527 tzi Certified Mail 0 Express Mail 0 Registered 0 Return Receipt for Merchandise 10 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service label). 7002. 2030 0002 5195 1061 PS Form 3811,August 2001 Domestic Return Receipt- 102595-o2-M-1540 , -410:;',';','r-;', r Y} r `I• Sv u1 Cr Ii ' _ - _. 111 Postage $ '.-,,- .---- ----=„7 ru Certified Fee Drn - Postrna Return Reciept Fee Here ❑ (Endorsement Required) I ❑ Restricted Delivery Fee m (Endorsement Required) _'%'� _ ❑ j'r (1_I Total Postage&Fees I$ ; DI Sent To o IMp1_2 Yorkville Central LLC N[Street,.Act.No.; 688D"Nrntfi'Prontage woad, '1QQ •erPOBoxNo. Bu lg_e,IL 60527 Gcv.Sts e.ZIP+4 j J.Tt . Pint 6' ylt z _ _- i -` aa- NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2004-104 CENTRAL GRANDE RESERVE NOTICE IS HEREBY GIVEN that on March 23, 2004 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, a hearing will be held by the City of Yorkville to consider forming a special service area, to be called "City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve," consisting of the territory legally described in Exhibit 1 to this Notice. The approximate street location is the area generally depicted on the map of a portion of the City, which map is attached as Exhibit 2 to this Notice. The general purpose of the formation of the City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve is to provide special municipal services to the area which may include: engineering, soil testing and appurtenant work, mass grading and demolition, storm water management facilities, storm drainage systems and storm sewers, site clearing and tree removal, public water facilities, sanitary sewer facilities, erosion control measures, roads, streets, curbs, gutters, street lighting, traffic controls, sidewalks, equestrian paths and related street improvements, and equipment and materials necessary for the maintenance thereof, public parks, park improvements and bicycle paths, landscaping, wetland mitigation and tree installation, costs for land and easement acquisitions relating to any of the foregoing improvements, required tap-on and related fees for water or sanitary sewer services and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide special municipal services to the proposed special service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of$4,000,000 in accordance with the special tax roll referred to below, and (ii) the issuance of special tax bonds in an aggregate principal amount not to exceed $35,000,000 at an interest rate of not to exceed the greater of nine percent (9%) per annum or 125% of the rate for the most recent date shown in the 20 G.O. Bonds Index of average municipal bond yields as published in the most recent edition of The Bond Buyer, published in New York, New York, at the time the contract is made for the sale of the bonds, and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. At the hearing, all interested persons affected by the formation of such special service area, including all persons owning taxable real estate therein, may file written objections to and be heard orally regarding the formation of and the boundaries of the special service area, the issuance of bonds and the levy of taxes affecting the area. The hearing may be adjourned by the City Council without further notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve and by at least 51% of the owners of record of the land included within the boundaries of the City of Yorkville Special Service Area Number 2004-104 Central Grande Reserve is filed with the City Clerk of the City of Yorkville within 60 days following the final adjournment of the public hearing objecting to the creation of the special service area, the issuance of bonds for the provision of special services to the area or the levy of taxes affecting the area, no such area may be created and no such bonds may be issued or taxes levied or imposed. 2 011.551426.2 Exhibit 1 to Notice GRANDE RESERVE CENTRAL REGION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, THAT PART OF SECTION 14, AND THAT PART OF THE NORTH HALF OF SECTION 23, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF KENNEDY ROAD WITH THE SOUTHERLY LINE OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY THROUGH SAID SECTION 14; THENCE NORTH 73 DEGREES 14 MINUTES 21 SECONDS EAST ALONG SAID SOUTHERLY LINE 1239.61 FEET TO THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE NORTH 88 DEGREES 04 MINUTES 00 SECONDS EAST, ALONG SAID NORTH LINE, 610.29 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 87 DEGREES 54 MINUTES 03 SECONDS EAST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 11 , A DISTANCE OF 1329.33 FEET TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE NORTH 01 DEGREES 21 MINUTES 20 SECONDS WEST ALONG SAID WEST LINE, 511.01 FEET TO SAID SOUTHERLY LINE OF THE BURLINGTON NORTHERN RAILROAD; THENCE NORTH 73 DEGREES 14 MINUTES 21 SECONDS EAST, ALONG SAID SOUTHERLY LINE, 837.66 FEET TO THE CENTERLINE OF MILL ROAD; THENCE SOUTH 74 DEGREES 18 MINUTES 13 SECONDS EAST ALONG SAID CENTERLINE 546.02 FEET TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION 11; THENCE SOUTH 01 DEGREE 19 MINUTES 08 SECONDS EAST ALONG SAID EAST LINE, 556.17 FEET TO THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 01 DEGREE 19 MINUTES 08 SECONDS EAST ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14, A DISTANCE OF 1122.0 FEET; THENCE SOUTH 87 DEGREES 45 MINUTES 51 SECONDS WEST, 438.0 FEET TO THE NORTHEAST CORNER OF LYNWOOD SUBDIVISION, EXTENSION FOUR; THENCE SOUTH 87 DEGREES 45 MINUTES 51 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LYNWOOD SUBDIVISION, EXTENSION FOUR, 1168.80 FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 01 DEGREE 46 MINUTES 18 SECONDS EAST, ALONG THE WESTERLY LINE OF LYNWOOD SUBDIVISION, EXTENSIONS FOUR AND FIVE, 1173.80 FEET TO AN IRON STAKE; THENCE SOUTH 01 DEGREE 47 MINUTES 49 SECONDS EAST, 3 ALONG THE WESTERLY LINE OF LYNWOOD SUBDIVISION, EXTENSION FIVE, 376.25 FEET TO AN IRON STAKE; THENCE SOUTH 02 DEGREES 01 MINUTES 46 SECONDS EAST ALONG THE WESTERLY LINES OF LYNWOOD SUBDIVISION, EXTENSIONS FIVE AND SIX, 1950.62 FEET TO AN IRON STAKE; THENCE SOUTH 01 DEGREE 51 MINUTES 08 SECONDS EAST, ALONG THE WESTERLY LINE OF LYNWOOD SUBDIVISION, EXTENSION SIX, 879.29 FEET TO THE CENTERLINE OF U. S. ROUTE NO. 34; THENCE SOUTH 45 DEGREES 14 MINUTES 47 SECONDS WEST ALONG SAID CENTERLINE 878.60 FEET; THENCE NORTH 37 DEGREES 07 MINUTES 26 SECONDS WEST, 2106.30 FEET; THENCE NORTH 47 DEGREES 17 MINUTES 26 SECONDS WEST, 1500.85 FEET TO THE CENTERLINE OF KENNEDY ROAD AND THE EASTERNMOST CORNER OF A TRACT DESCRIBED IN A QUIT CLAIM DEED TO GEORGE AND GLENNA PATTERSON, HUSBAND AND WIFE, RECORDED AS DOCUMENT NO. 72- 375 ON JANUARY 25, 1972; THENCE NORTH 25 DEGREES 56 MINUTES 49 SECONDS EAST ALONG SAID CENTERLINE 236.34 FEET; THENCE NORTHEASTERLY AND NORTHERLY, A RADIUS OF 800.0 FEET; AN ARC DISTANCE OF 419.10 FEET; THENCE NORTH 04 DEGREES 04 MINUTES 07 SECONDS WEST ALONG SAID CENTERLINE 531.06 FEET; THENCE NORTH 05 DEGREES 06 MINUTES 07 SECONDS WEST ALONG SAID CENTERLINE 1866.0 FEET TO THE POINT OF BEGINNING IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 372.223 ACRES. ALSO: THAT PART OF SECTIONS FOURTEEN (14), FIFTEEN (15) AND TWENTY- THREE (23), ALL IN TOWNSHIP THIRTY-SEVEN (37) NORTH, RANGE SEVEN (7) EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY CORNER OF STRUKEL'S PARADISE LAKE UNIT NO. 1, (SAID POINT ALSO BEING THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD AND THE CENTERLINE OF KENNEDY ROAD), AS SHOWN ON THE SUBDIVISION PLAT OF STRUKEL'S PARADISE LAKE UNIT NO. 1 RECORDED AS DOCUMENT #71-215; THENCE NORTH 60 DEGREES 17 MINUTES 26 SECONDS EAST, 724.86 FEET ALONG THE CENTERLINE OF KENNEDY ROAD TO THE POINT OF CURVATURE OF A 1094.72 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHEASTERLY 631.18 FEET ALONG SAID CURVE WHOSE CHORD BEARS NORTH 43 DEGREES 46 MINUTES 24 SECONDS EAST 622.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 27 DEGREES 15 MINUTES 21 SECONDS EAST 11.57 FEET ALONG SAID CENTERLINE TO A POINT; THENCE SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST 1776.45 FEET TO A POINT; THENCE SOUTH 52 DEGREES 21 MINUTES 00 SECONDS WEST 1343.89 FEET TO A POINT IN THE CENTERLINE OF L BRISTOL ROAD; THENCE NORTH 37 DEGREES 39 MINUTES 00 SECONDS WEST 1778.85 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. ALSO: THAT PART OF SECTIONS FOURTEEN (14) AND TWENTY-THREE (23), ALL IN TOWNSHIP THIRTY-SEVEN (37) NORTH, RANGE SEVEN (7) EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY CORNER OF STRUKEL'S PARADISE LAKE UNIT NO. 1, (SAID POINT ALSO BEING THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD AND THE CENTERLINE OF KENNEDY ROAD), AS SHOWN ON THE SUBDIVISION PLAT OF STRUKEL'S PARADISE LAKE UNIT NO. 1, RECORDED AS DOCUMENT #71-215; THENCE SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST 1778.85 FEET ALONG THE CENTERLINE OF BRISTOL ROAD FOR THE POINT OF BEGINNING; THENCE NORTH 52 DEGREES 21 MINUTES 00 SECONDS EAST 1343.89 FEET TO A POINT; THENCE SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST 1645.23 FEET TO A POINT IN THE CENTERLINE OF ILLINOIS ROUTE 34; THENCE SOUTH 46 DEGREES 33 MINUTES 17 SECONDS WEST 1350.80 FEET ALONG SAID CENTERLINE OF ILLINOIS ROUTE 34 TO THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD; THENCE NORTH 37 DEGREES 39 MINUTES 00 SECONDS WEST 1781.63 FEET ALONG SAID CENTERLINE OF BRISTOL ROAD TO THE POINT OF BEGINNING. ALSO: THAT PART OF SECTIONS FOURTEEN (14) AND TWENTY-THREE (23), ALL IN TOWNSHIP THIRTY-SEVEN (37) NORTH, RANGE SEVEN (7) EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY CORNER OF STRUKEL'S PARADISE LAKE UNIT NO. 1, (SAID POINT ALSO BEING THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD AND THE CENTERLINE OF KENNEDY ROAD), AS SHOWN ON THE SUBDIVISION PLAT OF STRUKEL'S PARADISE LAKE UNIT NO. 1, RECORDED AS DOCUMENT #71-215; THENCE NORTH 60 DEGREES 17 MINUTES 26 SECONDS EAST 724.86 FEET ALONG THE CENTERLINE OF KENNEDY ROAD TO THE POINT OF CURVATURE OF A 1094.72 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHEASTERLY 631.18 FEET ALONG SAID CURVE WHOSE CHORD BEARS NORTH 43 DEGREES 46 MINUTES 24 SECONDS EAST 622.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 27 DEGREES 15 MINUTES 21 SECONDS EAST 11.57 FEET ALONG SAID CENTERLINE FOR THE POINT OF BEGINNING; THENCE CONTINUE NORTH 27 DEGREES 15 MINUTES 21 SECONDS EAST 551.92 FEET ALONG SAID CENTERLINE TO A POINT; 5 THENCE SOUTH 45 DEGREES 56 MINUTES 15 SECONDS EAST 1501.96 FEET ALONG AN EXISTING FENCE LINE TO A POINT; THENCE SOUTH 35 DEGREES 48 MINUTES 56 SECONDS EAST 2104.69 FEET ALONG SAID FENCE LINE TO A POINT IN THE CENTERLINE OF ILLINOIS ROUTE 34; THENCE SOUTH 46 DEGREES 33 MINUTES 17 SECONDS WEST 652.28 FEET ALONG SAID CENTERLINE TO A POINT; THENCE NORTH 37 DEGREES 39 MINUTES 00 SECONDS WEST 3421.68 FEET TO THE POINT OF BEGINNING. ALSO: THAT PART OF THE SOUTH HALF OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SECTION 11; THENCE SOUTH 0 DEGREES 57 MINUTES 0 SECONDS WEST 442 FEET TO THE NORTH LINE OF THE RIGHT OF WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD; THENCE NORTH 75 DEGREES 17 MINUTES 0 SECONDS EAST 1728 FEET ALONG SAID RIGHT OF WAY LINE TO THE SOUTH LINE OF SECTION 11; THENCE SOUTH 89 DEGREES 53 MINUTES 0 SECONDS EAST 1001.25 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF SAID SECTION 11; THENCE NORTH 89 DEGREES 54 MINUTES 0 SECONDS EAST 1339.5 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE NORTH 0 DEGREES 40 MINUTES 0 SECONDS EAST 977.5 FEET TO THE CENTERLINE OF THE HIGHWAY; THENCE NORTH 74 DEGREES 15 MINUTES 0 SECONDS WEST 727.2 FEET ALONG SAID CENTERLINE; THENCE NORTH 79 DEGREES 10 MINUTES 0 SECONDS WEST 2877.4 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A NORTH AND SOUTH HIGHWAY; THENCE SOUTH 7 DEGREES 7 MINUTES 0 SECONDS EAST 364.8 FEET ALONG THE CENTER OF SAID NORTH AND SOUTH HIGHWAY; THENCE NORTH 89 DEGREES 47 MINUTES 0 SECONDS WEST 503.33 FEET TO THE WEST LINE OF SAID SECTION 11; THENCE SOUTH 0 DEGREES 52 MINUTES 0 SECONDS WEST ALONG SAID WEST LINE 1327.6 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PART LYING NORTHERLY OF THE SOUTHERLY RIGHT OF WAY LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AFORESAID IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. 6 Exhibit C To Establishing Ordinance Legal Description 011.552460.4 GRANDE RESERVE CENTRAL REGION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, THAT PART OF SECTION 14, AND THAT PART OF THE NORTH HALF OF SECTION 23, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTERLINE OF KENNEDY ROAD WITH THE SOUTHERLY LINE OF THE BURLINGTON NORTHERN RAILROAD RIGHT-OF-WAY THROUGH SAID SECTION 14; THENCE NORTH 73 DEGREES 14 MINUTES 21 SECONDS EAST ALONG SAID SOUTHERLY LINE 1239.61 FEET TO THE NORTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 14; THENCE NORTH 88 DEGREES 04 MINUTES 00 SECONDS EAST, ALONG SAID NORTH LINE, 610.29 FEET TO THE NORTHEAST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 87 DEGREES 54 MINUTES 03 SECONDS EAST ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER OF SECTION 11, A DISTANCE OF 1329.33 FEET TO THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SOUTHEAST QUARTER; THENCE NORTH 01 DEGREES 21 MINUTES 20 SECONDS WEST ALONG SAID WEST LINE, 511.01 FEET TO SAID SOUTHERLY LINE OF THE BURLINGTON NORTHERN RAILROAD; THENCE NORTH 73 DEGREES 14 MINUTES 21 SECONDS EAST, ALONG SAID SOUTHERLY LINE, 837.66 FEET TO THE CENTERLINE OF MILL ROAD; THENCE SOUTH 74 DEGREES 18 MINUTES 13 SECONDS EAST ALONG SAID CENTERLINE 546.02 FEET TO THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION 11 ; THENCE SOUTH 01 DEGREE 19 MINUTES 08 SECONDS EAST ALONG SAID EAST LINE, 556.17 FEET TO THE SOUTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE SOUTH 01 DEGREE 19 MINUTES 08 SECONDS EAST ALONG THE EAST LINE OF THE NORTHEAST QUARTER OF SAID SECTION 14, A DISTANCE OF 1122.0 FEET; THENCE SOUTH 87 DEGREES 45 MINUTES 51 SECONDS WEST, 438.0 FEET TO THE NORTHEAST CORNER OF LYNWOOD SUBDIVISION, EXTENSION FOUR; THENCE SOUTH 87 DEGREES 45 MINUTES 51 SECONDS WEST, ALONG THE NORTHERLY LINE OF SAID LYNWOOD SUBDIVISION, EXTENSION FOUR, 1168.80 FEET TO THE NORTHWEST CORNER THEREOF; THENCE SOUTH 01 DEGREE 46 MINUTES 18 SECONDS EAST, ALONG THE WESTERLY LINE OF LYNWOOD SUBDIVISION, EXTENSIONS FOUR AND FIVE, 1173.80 FEET TO AN IRON STAKE; THENCE SOUTH 01 DEGREE 47 MINUTES 49 SECONDS EAST, 3 ALONG THE WESTERLY LINE OF LYNWOOD SUBDIVISION, EXTENSION FIVE, 376.25 FEET TO AN IRON STAKE; THENCE SOUTH 02 DEGREES 01 MINUTES 46 SECONDS EAST ALONG THE WESTERLY LINES OF LYNWOOD SUBDIVISION, EXTENSIONS FIVE AND SIX, 1950.62 FEET TO AN IRON STAKE; THENCE SOUTH 01 DEGREE 51 MINUTES 08 SECONDS EAST, ALONG THE WESTERLY LINE OF LYNWOOD SUBDIVISION, EXTENSION SIX, 879.29 FEET TO THE CENTERLINE OF U. S. ROUTE NO. 34; THENCE SOUTH 45 DEGREES 14 MINUTES 47 SECONDS WEST ALONG SAID CENTERLINE 878.60 FEET; THENCE NORTH 37 DEGREES 07 MINUTES 26 SECONDS WEST, 2106.30 FEET; THENCE NORTH 47 DEGREES 17 MINUTES 26 SECONDS WEST, 1500.85 FEET TO THE CENTERLINE OF KENNEDY ROAD AND THE EASTERNMOST CORNER OF A TRACT DESCRIBED IN A QUIT CLAIM DEED TO GEORGE AND GLENNA PATTERSON, HUSBAND AND WIFE, RECORDED AS DOCUMENT NO. 72- 375 ON JANUARY 25, 1972; THENCE NORTH 25 DEGREES 56 MINUTES 49 SECONDS EAST ALONG SAID CENTERLINE 236.34 FEET; THENCE NORTHEASTERLY AND NORTHERLY, A RADIUS OF 800.0 FEET; AN ARC DISTANCE OF 419.10 FEET; THENCE NORTH 04 DEGREES 04 MINUTES 07 SECONDS WEST ALONG SAID CENTERLINE 531.06 FEET; THENCE NORTH 05 DEGREES 06 MINUTES 07 SECONDS WEST ALONG SAID CENTERLINE 1866.0 FEET TO THE POINT OF BEGINNING IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 372.223 ACRES. ALSO: THAT PART OF SECTIONS FOURTEEN (14), FIFTEEN (15) AND TWENTY- THREE (23), ALL IN TOWNSHIP THIRTY-SEVEN (37) NORTH, RANGE SEVEN (7) EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY CORNER OF STRUKEL'S PARADISE LAKE UNIT NO. 1, (SAID POINT ALSO BEING THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD AND THE CENTERLINE OF KENNEDY ROAD), AS SHOWN ON THE SUBDIVISION PLAT OF STRUKEL'S PARADISE LAKE UNIT NO. 1 RECORDED AS DOCUMENT #71-215; THENCE NORTH 60 DEGREES 17 MINUTES 26 SECONDS EAST, 724.86 FEET ALONG THE CENTERLINE OF KENNEDY ROAD TO THE POINT OF CURVATURE OF A 1094.72 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHEASTERLY 631.18 FEET ALONG SAID CURVE WHOSE CHORD BEARS NORTH 43 DEGREES 46 MINUTES 24 SECONDS EAST 622.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 27 DEGREES 15 MINUTES 21 SECONDS EAST 11.57 FEET ALONG SAID CENTERLINE TO A POINT; THENCE SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST 1776.45 FEET TO POINT; THENCE SOUTH 52 21 MINUTES 00 L A POINT. THENCE IL1� L V 1 1 DEGREES MINUTES 1 LV V SECONDS WEST 1343.89 FEET TO A POINT IN THE CENTERLINE OF L BRISTOL ROAD; THENCE NORTH 37 DEGREES 39 MINUTES 00 SECONDS WEST 1778.85 FEET ALONG SAID CENTERLINE TO THE POINT OF BEGINNING. ALSO: THAT PART OF SECTIONS FOURTEEN (14) AND TWENTY-THREE (23), ALL IN TOWNSHIP THIRTY-SEVEN (37) NORTH, RANGE SEVEN (7) EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY CORNER OF STRUKEL'S PARADISE LAKE UNIT NO. 1, (SAID POINT ALSO BEING THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD AND THE CENTERLINE OF KENNEDY ROAD), AS SHOWN ON THE SUBDIVISION PLAT OF STRUKEL'S PARADISE LAKE UNIT NO. 1, RECORDED AS DOCUMENT #71-215; THENCE SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST 1778.85 FEET ALONG THE CENTERLINE OF BRISTOL ROAD FOR THE POINT OF BEGINNING; THENCE NORTH 52 DEGREES 21 MINUTES 00 SECONDS EAST 1343.89 FEET TO A POINT; THENCE SOUTH 37 DEGREES 39 MINUTES 00 SECONDS EAST 1645.23 FEET TO A POINT IN THE CENTERLINE OF ILLINOIS ROUTE 34; THENCE SOUTH 46 DEGREES 33 MINUTES 17 SECONDS WEST 1350.80 FEET ALONG SAID CENTERLINE OF ILLINOIS ROUTE 34 TO THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD; THENCE NORTH 37 DEGREES 39 MINUTES 00 SECONDS WEST 1781.63 FEET ALONG SAID CENTERLINE OF BRISTOL ROAD TO THE POINT OF BEGINNING. ALSO: THAT PART OF SECTIONS FOURTEEN (14) AND TWENTY-THREE (23), ALL IN TOWNSHIP THIRTY-SEVEN (37) NORTH, RANGE SEVEN (7) EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHERLY CORNER OF STRUKEL'S PARADISE LAKE UNIT NO. 1, (SAID POINT ALSO BEING THE INTERSECTION OF THE CENTERLINE OF BRISTOL ROAD AND THE CENTERLINE OF KENNEDY ROAD), AS SHOWN ON THE SUBDIVISION PLAT OF STRUKEL'S PARADISE LAKE UNIT NO. 1, RECORDED AS DOCUMENT #71-215; THENCE NORTH 60 DEGREES 17 MINUTES 26 SECONDS EAST 724.86 FEET ALONG THE CENTERLINE OF KENNEDY ROAD TO THE POINT OF CURVATURE OF A 1094.72 FOOT RADIUS CURVE TO THE LEFT; THENCE NORTHEASTERLY 631.18 FEET ALONG SAID CURVE WHOSE CHORD BEARS NORTH 43 DEGREES 46 MINUTES 24 SECONDS EAST 622.47 FEET TO THE POINT OF TANGENCY OF SAID CURVE; THENCE NORTH 27 DEGREES 15 MINUTES 21 SECONDS EAST 11.57 FEET ALONG SAID CENTERLINE FOR THE POINT OF BEGINNING; THF_NCE CONTINUE NORTH 27 DEGREES 15 MINUTES 21 SECONDS EAST 551.92 FEET ALONG SAID CENTERLINE TO A POINT; 5 THENCE SOUTH 45 DEGREES 56 MINUTES 15 SECONDS EAST 1501.96 FEET ALONG AN EXISTING FENCE LINE TO A POINT; THENCE SOUTH 35 DEGREES 48 MINUTES 56 SECONDS EAST 2104.69 FEET ALONG SAID FENCE LINE TO A POINT IN THE CENTERLINE OF ILLINOIS ROUTE 34; THENCE SOUTH 46 DEGREES 33 MINUTES 17 SECONDS WEST 652.28 FEET ALONG SAID CENTERLINE TO A POINT; THENCE NORTH 37 DEGREES 39 MINUTES 00 SECONDS WEST 3421.68 FEET TO THE POINT OF BEGINNING. ALSO: THAT PART OF THE SOUTH HALF OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 14, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SECTION 11; THENCE SOUTH 0 DEGREES 57 MINUTES 0 SECONDS WEST 442 FEET TO THE NORTH LINE OF THE RIGHT OF WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD; THENCE NORTH 75 DEGREES 17 MINUTES 0 SECONDS EAST 1728 FEET ALONG SAID RIGHT OF WAY LINE TO THE SOUTH LINE OF SECTION 11; THENCE SOUTH 89 DEGREES 53 MINUTES 0 SECONDS EAST 1001.25 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF SAID SECTION 11; THENCE NORTH 89 DEGREES 54 MINUTES 0 SECONDS EAST 1339.5 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE NORTH 0 DEGREES 40 MINUTES 0 SECONDS EAST 977.5 FEET TO THE CENTERLINE OF THE HIGHWAY; THENCE NORTH 74 DEGREES 15 MINUTES 0 SECONDS WEST 727.2 FEET ALONG SAID CENTERLINE; THENCE NORTH 79 DEGREES 10 MINUTES 0 SECONDS WEST 2877.4 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A NORTH AND SOUTH HIGHWAY; THENCE SOUTH 7 DEGREES 7 MINUTES 0 SECONDS EAST 364.8 FEET ALONG THE CENTER OF SAID NORTH AND SOUTH HIGHWAY; THENCE NORTH 89 DEGREES 47 MINUTES 0 SECONDS WEST 503.33 FEET TO THE WEST LINE OF SAID SECTION 11; THENCE SOUTH 0 DEGREES 52 MINUTES 0 SECONDS WEST ALONG SAID WEST LINE 1327.6 FEET TO THE POINT OF BEGINNING; EXCEPT THAT PART LYING NORTHERLY OF THE SOUTHERLY RIGHT OF WAY LINE OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD AFORESAID IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. 6 Exhibit D to Establishing Ordinance Map of Special Service Area Number 2004-104 Central Grande Reserve 011.552460.4 t'• I31 163M ! NLtl 16. ,,' 336 63.0 363.0 �'RI. 3S0.4.. rkt •� 3 1 1. 1 4©ih 15 �IAkWi©m IV �a6 4� � bsti �© 1 c0 v Esi jilil 6 F � LLL... t �e Q e��AEI oo©DEI00©�,.D000Ot7DQE�A.` L ]Jp,Kgtl R s aunt] ♦ .. i 1q� s `g"' "i li,,,„. •' 8 ,II • k 1 8 i R ,-. ± s °o , ,.. ,A... _ , ,,,,.7.. ... w „'1I ? 1 I i Q i w ? 1 t ♦f , O U �` ` N. • g 8 s e�� ' d S . g.ij • 14 - 1 '. • 4 40 409' \ " , , ,.,.. ..\\ co oo :�� �► '• 0�o s 00xit) Opp ark' 0} rya8 t,.L. \ _ --—— • _ �o�° '. 0 iO.666 u Ir w \ .a w � � \r��d �b W / • tzia g 1 , s s 'd L.y I I 4 4 • k\ I i 1d .Sr4 I O�d�yr\\ J ': LL N +4 °da\� 4CI 'f I 2f �� ti • y 6 delk p � fru ,„von, : . $( � fi ,, .,-..104nItttt W / 9 ' gas i IMP= V/ €poIv a IaaaaaeaeaII . •I ‘7, iiiii00000000i00i W iiiiiiii1111111 I A\.> 0� NI I 1 ORDINANCE NO. 2004- AN ORDINANCE ESTABLISHING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2004-103 NORTH GRANDE RESERVE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: Section 1. Authority. The United City of Yorkville (the "City") is authorized, pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), to establish special service areas for the provision of special governmental services in portions of the City and to levy or impose a special tax and to issue bonds for the provision of such special services. Section 2. Findings. (a) The question of establishment of the area hereinafter described as a special service area (the "Special Service Area") was considered by the City Council of the City pursuant to "An Ordinance Proposing the Establishment of Special Service Area Number 2004-103 North Grande Reserve in the United City of Yorkville and Providing for Other Procedures in Connection Therewith," being Ordinance No. 2004-12, adopted on February 24, 2004. The establishment of the Area was considered at a public hearing commenced on March 23, 2004, and finally adjourned on March 23, 2004 (the "Public Hearing"). The Public Hearing was held pursuant to notice duly published in The Beacon News, a newspaper of general circulation within the City, on March 8, 2004, which was at least fifteen (15) days prior to the Public Hearing, and also pursuant to notice by mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the Area. Said notice by mail was given by depositing said notice in the United States mail not less than ten (10) days prior to the date set for the Public Hearing. In the event taxes for the last preceding year were not paid, said notice was sent to the person last listed on the tax rolls prior to that year as the owner of said property. A certificate of publication of notice and evidence of mailing of notice are attached to this Ordinance as Exhibit A and Exhibit B, respectively. Said notices conform in all respects to the requirements of the Act. To comply with City requirements an additional notice of public hearing was published in the Kendall County Record, a newspaper of general circulation within the City, on March 11, 2004. A Certificate of Publication of such notice is on file with the City. (b) At the Public Hearing, all interested persons were given an opportunity to be heard on the question of the issuance of bonds to finance a part of the cost of engineering, soil testing and appurtenant work, mass grading and demolition, storm water management facilities, storm drainage systems and storm sewers, site clearing and tree removal, public water facilities, sanitary sewer facilities, erosion control measures, roads, streets, curbs, gutters, street lighting, traffic controls, sidewalks, equestrian paths and related street improvements, and equipment and materials necessary for the maintenance thereof, public parks, park improvements, bicycle paths, landscaping, wetland mitigation and tree installation, costs for land and easement acquisitions 011.552562.4 relating to any of the foregoing improvements, required tap-on and related fees for water or sanitary sewer services and other eligible costs (collectively, the "Improvements"), on the question of the conditions for participating in the Special Service Area as more particularly set forth herein, and on the question of the retirement of said bonds as due from time to time by a levy of a tax on real property within the Area. (c) After considering the data as presented to the City Council of the City and at the Public Hearing, the City Council of the City find that it is in the best interests of the City and of the residents and property owners of the United City of Yorkville Special Service Area Number 2004-103 North Grande Reserve that the Special Service Area, as hereinafter described, be established. (d) More than 60 days have passed since the final adjournment of the Public Hearing, and no petition objecting to the creation of the Special Service Area, the levy of the Special Tax as herein described or the issuance of bonds has been filed with the City Clerk. (e) The Special Service Area is compact and contiguous as required by the Act. (f) An annual special tax based upon a special tax roll levied against each residential lot and each parcel in the Special Service Area as herein described does not exceed the tax rate or method proposed in the notice of public hearing referred to herein and such special tax, taking into account the direct and indirect special service benefits to current and future owners of property within the Special Service Area, bears a rational relationship between the amount of tax levied against each lot, block, tract and parcel of land in the Special Service Area and the special service benefit conferred. (g) It is in the best interests of the City that the Special Service Area be created for the financing of the Improvements within the Special Service Area, that the Improvements be financed by the sale of bonds, and that taxes be levied on real property within the Special Service Area to retire the bonds and to cover costs and expenses connected with the financing of the Improvements within the Special Service Area. (h) It is in the best interests of the United City of Yorkville Special Service Area Number 2004-103 North Grande Reserve that the furnishing of the Improvements proposed be considered for the common interests of the Special Service Area and that the Special Service Area will benefit specially from the Improvements. Section 3. United City of Yorkville Special Service Area Number 2004-103 North Grande Reserve Established. A special service area to be known and designated as "United City of Yorkville Special Service Area Number 2004-103 North Grande Reserve" is hereby established and shall consist of the contiguous territory legally described in Exhibit C hereto, and outlined on the map of a portion of the City attached as Exhibit D hereto, which description and map are by this reference incorporated herein and made a part hereof. Section 4. Purpose of Area. United City of Yorkville Special Service Area Number 2004-103 North Grande Reserve is established to provide special services to the Special Service Area in addition to services provided in the City generally. United City of Yorkville Special 2 11.552562.4 Service Area Number 2004-103 North Grande Reserve is also created so that bonds may be issued for the purposes aforesaid (the "Bonds"), payable from taxes levied on real property in the Special Service Area in accordance with the special tax roll established by this Ordinance. Such taxes shall be levied in addition to all other City taxes so levied, provided no Bonds shall be issued in excess of the principal amount of $20,000,000 or at an interest rate to exceed the greater of nine percent(9%) per annum or 125% of the rate for the most recent date shown in the 20 G.O. Bonds Index of average municipal bond yields as published in the most recent edition of The Bond Buyer, published in New York, New York, at the time the contract is made for the sale of the Bonds and the Bonds shall mature within not more than thirty (30) years from their date. Section 5. Special Tax Roll for Bond Retirement. In lieu of an ad valorem tax to be levied and extended for the payment of principal of and interest on any Bonds issued on behalf of the Special Service Area, a special tax roll shall be established for levying and extending taxes for the payment of principal of and interest on any Bonds issued for the purposes set forth in Section 4 hereof and the administration and maintenance of the Special Service Area. The description of the special tax roll shall be as set forth in and approved by an amendment to this Ordinance. Section 6. Supercede Conflicting Ordinance. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. PASSED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS this September , 2004. VOTING AYE: VOTING NAY: ABSENT: AB STAINED: NOT VOTING: 3 011.552562.4 APPROVED Mayor ATTEST: City Clerk Published in pamphlet form , 2004. 4 )11.552562.4 Exhibit A To Establishing Ordinance Publisher's Certificate 011.552562.4 Certificate ofPublication in re Q• I L le I., . , _ , • ... . i STATE OF IL JNOiS COUNTY OF WANE•• SS • i • FOX VALLEY PJ.IBL�CATIONS,DOES HEREBY CERTIFY: That it is.a corporation duly organized and exlstlnj under th-laws Of the to of Illinois; That it is the ublisher of The Beacon News, a secular daily cwa aper fished in the • City of Aurora,in Kan "County,Illinois,and of general circulation In •aid City,Co ty and State; and in DuPage, Kenda , DeKalb Counties, and In other CIties in e C unty; a d that it is a �1 newspaper as defined irk"An Act to Revise the TAW In Relation to No ces"r'ul.R sed Statutes, I Chap. 100,Sections 1,.1 and 10. I That a notice of which the annexed is a true copy has been gularly pu shed in said newspaper U' 9 time ch, for successive Jo ; that the • first publication of said notice was on the ....?. . .day of... .. t U1; 1!1. . 20(1.. 1 and the.last publication thereof was on the...... . .day p.:.f`:... . . .',.. . . , 20 • that the face of type in wh h each publication of said notice Wilts printed ; as th'.SAM- the body of type used In the classed advertising In the`newspaper in which sal. pubileatio was made; 1 That said The Beaicon News has been regularly published in Sall City, Coun and State for at least one year prior to the first publication'of said notice. In WITNESS WHEREOF said Fox Valley Publications l}ub •hr, go! aid, has executed this Certificate of Publication by its Officer or Agent 'thereunt' dul au rized this F''' day of.I.: �N.4ch ,20.Q.. FOX V• .Y PUl3 I CATIONS I p ` « . Printer's Fee S. .. .D , . Paid. .... ,20. .. , ,..i L i - ' No..i. c, l y y Folio ( . .?53 . Si \ , - ' NOTICE OF,.HEARING Area Number 20Q4-103 North Grande Reserve Is filed PRINCIPAL MERIDIAN,DESCRIBED,AS FOLLOWS: DEGREES 10 MINUTES 0 SECONDS WEST 2877.4 FEET us+.• > UNITED`CITY OF:YORKVILLE with the City Clerk of the City of Yorkville within 60 days BEGINNING AT THE SOUTHWEST'`CORNER OF SEC- ALONG SAID CENTERLINE TO THE CENTERLINE OF A a+'" SPECIAL SERVICE AREA,NUMBER 2004-103 following the final,'adiournment of the public hearing TION 11;THENCE SOUTH 0 DEGREES 57 MINUTES 0 NORTH AND SOUTH HIGHWAY; THENCE SOUTH 7 NORTH GRANDE RESERVE objecting to the creation ofthe special:service area,the SECONDS WEST 442 FEET TO THE NORTH.LINE OF .DEGREES 7 MINUTES 0 SECONDS EAST 364.8 FEET ,uNOTICE IS-HEREBY GIVEN'that on March 23, 2004 at issuance of bonds for the'provision of special services'to THE RIGHT OF WAY OF THE CHICAGO,BURLINGTON ALONG'THE CENTER OF::SAID ,NORTH AND SOUTH rre7:00 p.m, at the Yorkville Clty Hall, 800 Game Farm the area or the levy of taxes affecting the area,.no such AND QUINCY`RAILROAD; THENCE NORTH 75 HIGHWAY;THENCE NORTH 89 DEGREES 47 MINUTES `"Road,Yorkville,Illinois,a hearing will be held by the City area may,be created and no such bonds may issued DEGREES 17 MINUTES 0 SECONDS,EAST 1728 FEET 0 SECONDS WEST 503.33 FEET TO THE WEST LINE OF ;:of Yorkville to consider farming a special service area, or taxes levied or imposed. ALONG SAID RIGHT OF WAY LINE TO THE SOUTH SAID'SECTION 11;THENCE.SOUTH 0 DEGREES 52 MIN- to be called City bf Yorkville Special Service Area Legal Description of Property•' LINE OF SECTION 11;THENCE SOUTH 89 DEGREES 53 UTES 0 SECONDS WEST,ALONG SAID WEST LINE 1' Nhuterritory br2004-10 N rth Grande Reserve, consisting of GRANDE RESERVE'NORTH REGION MINUTES 0 SECONDS EAST 1001.25 FEET ALONG THE ;1327.6 FEET TO THE POINT OF BEGINNING(EXCEPT I legally y d sc bad in Exhibit,1 to this.Notice. THAT,PART OF THE SOUTHEAST QUARTER OF SEC- SOUTH LINE OF SAID SECTION 11 TO THE SOUTH- THAT PART OF RIGHT OF. WAY OF THE CHICAGO, '"The approximate street location is the.area-generally.TION,11, TOWNSHIP 37:NORTH, RANGE 7 EAST OF EAST CORNER OF THE WEST HALF;OF SAID SECTION' BURLINGTON AND QUINCY- RAILROAD RUNNING �pdepicted on the map,of a portion of the City,which map THE.THIRD PRINCIPAL MERIDIAN DESCRIBED AS 11;THENCE NORTH 89 DEGREES 54 MINUTES 0 SEC- THROUGH SECTION 11 s AFORESAID, AND ALSO Mis attached as Exhibit 2 to this'Notice. FOLLOWS:. ONDS`.EAST 1339.5 FEET ALONG THE SOUTH:LINE OF EXCEPT'THAT;PART'LYING WESTERLY OF THE ,vThe general purpose of the formation of the City of BEGINNING AT THE NORTHEAST CORNER OF SAID SAID SECTION 11 TO THE SOUTHEAST CORNER OF CENTERLINE OF KENNEDY ROAD, AND ALSO r-Yorkville Special Service Area Number 2004-103'North SOUTHEAST QUARTER;THENCE WESTERLY'ALONG THE WEST,HALF OF THE SOUTHEAST QUARTER OF EXCEPT THAT PART LYING SOUTHERLY OF THE :Grande Reserve is to provide:special municipal services THE NORTH LINE OF SAID SOUTHEAST QUARTER SAID SECTION 11; THENCE NORTH 0 DEGREES'40 CHICAGO, BURLINGTON AND QUINCY RAILROAD to the area which may Include:engineering,sail'testing 2029.92 FEET TO THE EAST LINE OF LOT 5 OF SAID MINUTES 0 SECONDS EAST 977.5 FEET TO THE CEN- RUNNING THROUGH SECTION 11 AFORESAID),IN THE wand work, mass grading and demolition, SECTION 11;THENCE SOUTHERLY ALONG SAID EAST TERLINE',OF THE HIGHWAY; THENCE NORTH 74 TOWNSHIP OF BRISTOL,KENDALL COUNTY,ILLINOIS. storm water management facilities,storm drainage sys- LINE 1469.90 FEET TO THE CENTERLINE OF MILL DEGREES 15 MINUTES 0 SECONDS WEST 727.2 FEET terns and storm sewers,site clearing and tree removal, ROAD;THENCE SOUTHEASTERLY ALONG SAID CEN- ALONG SAID CENTERLINE; THENCE NORTH 79 Map of Proposed Special Service Area public'water facilities, sanitary sewer facilities,erosion TERLINE 1039.40 FEET TO A TRACT OF LAND CON, Exhibit 2 to Notice'' control measures,roads,streets, curbs, gutters, street VEYED TO COMMONWEALTH EDISON COMPANY BY North Parcel SSA lighting,traffic controls,sidewalks,equestrian paths and TRUSTEES DEED RECORDED JUNE 28,1973 AS ROCU- related street improvements,and equipment and mate- MENT 73-3089; THENCE NORTHEASTERLY ALONG ' ... ,„rials necessary forthe maintenance thereof, 'public SAID NORTHERLY LINE 1062.36 FEET TO THE EAST '.parks,park improvements and bicycle paths,landscap- LINE OF SAID SOUTHEAST QUARTER; THENCE ping, wetland mitigation and free installation, costs for NORTHERLY ALONG SAID EAST, LINE 1489:22 FEET land and easement acquisitions'relating to any of the TO THE POINT OF,BEGINNING IN BRISTOL TOWNSHIP, ::foregoing Improvements, required tap-on and related KENDALL COUNTYILLINOIS. .fees for water or sanitary sewer services and other ell- r ALSO: gibie costs. • THAT PART OF THE SOUTHEAST QUARTER OF SEC- ,There will also be considered at the hearing the follow- TION 2, PART OF THE NORTHEAST QUARTER OF ' • ;,Ing alternative methods of financing Improvements with- SECTION 11 AND PART OF THE NORTHWEST-QUAR- idnthe proposed special service area: (i)the levy of a tax TER OF SECTION 12,TOWNSHIP 37 NORTH,RANGE 7 r;.by the City In'the proposed special service area,suffi- EAST OF THE THIRD PRINCIPAL MERIDIAN, x +s -.Vent to produce revenues to provide special municipal DESCRIBED AS FOLLOWS: BEGINNING AT THE services to the proposed special service area;the maxi- SOUTHEAST CORNER OF SAID SECTION 2; THENCE • ""��a,,. • mum rate of such taxes to be extended in any year with- SOUTH 89 DEGREES 28 MINUTES 21 SECONDS'EAST ;� -' �— in,the proposed special service area which shall not ALONG, THE NORTH LINE OF SAID SECTION 12,99.96 11 •,�( t P"exceed the amount necessary to produce B maximum FEET; THENCE SOUTH 2 DEGREES 26 MINUTES 28 (i I,annual tax levy of$2,300,000 In accordance with the spe- SECONDS. EAST'.2654.27 FEET TO A POINT. ON' THE '" i ? t r""tial tax roll'referred.to below, and (Ii)the issuance of SOUTH LINE OF THE NORTHWEST QUARTER;OF SAID ;. "• ` q.speclal tax bonds,in an aggregate principal amount not SECTION"12,236.28 FEET EAST OF THE SOUTHWEST to exceed$20,000,000;at an Interest rate of not to exceed CORNER OF SAID NORTHWEST QUARTER;'THENCE � r the greater of nine.percent(9%)per annum or 125% of NORTH 89 DEGREES 28 58:SECONDS WEST tri c{the rate for the most recent date shown in the 20 G.O. ALONG SAID SOUTH LINE 236.28 FEET TO THE , ° Bonds Index of average Municipal bond;yields as pub- SOUTHWEST CORNER OF SAID NORTHWEST QUAR- •X, .- -' lished In the most recent edition of The Bond Buyer,pub- TER; THENCE NORTH 89 DEGREES 31 MINUTES 16r r- I lished in New York,New York,at the time the contract SECONDS WEST ALONG THE SOUTH LINE OF THE Is made for the sale of the bonds,and to mature within NORTHEAST QUARTER OF SAID SECTION 11, 2028.27 thirty (30) years from the date of their issuance. The FEET TO THE EXTENSION SOUTHERLY OF THE • r bonds,if issued,shall be retired by the levy of anannu- EASTERLY LINE OF LOT 1 OF.STORYBOOK CHIGH- i "al'tax established pursuant to a`special tax roll to pay the LANDS,A SUBDIVISION IN SAID SECTION 11;THENCE • ( r interest on such bonds as it falls due and to discharge the NORTH I DEGREE 06 MINUTES 531 SECONDS EAST. principal thereof at;maturity and' to pay the costs; of ALONG SAID EXTENDED LINE 1030.0 FEET;THENCE i I, readministration and maintenance of the,special-service SOUTH 89 DEGREES 06 MINUTES 37 SECONDS EAST % '/ I"i. r 1 Ij 'area, said tax: to be levied upon all taxable property, 239.40'FEET;THENCE NORTH I DEGREE 06 MINUTES ` ' r ' r/, . ,„within the propgsed special service area:, 53 SECONDS EAST 872.93 FEET TO THE CENTERLINE vAt the hearing,ail interested persons affected by the for OF CANNONBALL, TRAIL;' THENCE NORTH 66 • r '' r; '- motion of such special'service area,including all persons DEGREES 09 MINUTES 20 SECONDS EAST ALONG • , < (tI „owning taxable real'estate therein, may file written SAID CENTERLINE 898.31 FEET; THENCE .NORTH- objections NORTH y � objections to and be heard orally regarding the forma- EASTERLY ALONG SAID CENTERLINE,BEING ALONG a i cion of and the boundaries of the special service:area, 'A-CURVE TO THE LEFT HAVING A RADIUS OF 2290.82 t t i{ ,,•, (,�, ' �' �j , the issuance of bonds,and the levy of taxes affecting the FEET,A'DISTANCE OF,495.34 FEET;THENCE NORTH � • / '• ,,the The hearing may be adiourned by the City Council,`53 DEGREES 46`MINUTES EAST ALONG'SAID CEN- ,.: • without;further notice other than a motion to be entered TERLINE- ,654.29:FEET TO THE EAST LINE OF SAID / �� t i ) / upon the minutes of its meeting fixing the time and place 'SECTION-2;THENCE SOUTH Q DEGREES 30 MINUTES l(. . ! / :of its adiournment. 10 SECONDS WEST ALONG,SA!D. EAST LINE!262.54 , I If'a petition signed by at least 51%of the electors resid FEET TO THE POINT OF BEGINNING,:IN THE TQWN- Ina Within the City.of Yorkville Special,Service Area SHIP OF BRISTOL, KENDALL COUNTY, ILL INOIS. '/i, Number 2004-103 North Grande Reserve and by at least ALSO: _ =/ 51%of the owners of record of the land included within THAT PART OF THE SOUTH HALF OF SECION 11 the boundaries of the City of Yorkville Special Service TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD • Exhibit B To Establishing Ordinance Evidence of Mailing )11.552562.4 SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION.ON DELIVERY ■`Complete items 1,2,and 3.Also complete A at" 0 Agent item 4 if Restricted Delivery is desired. ■ Print your name and address on the reverse x r g 0 Addressee so that we can return the card to you. B. Received y Printed Name) C. Da=of D:livery II Attach this card to the back of the mailpiece, • or on the front if space permits. 1 0 D. Is delivery address different from item 1? ❑Yes 1. Article Addressed to If YES,enter delivery address below 0 No Isenstein&Pasquinelli 6880 N. Frontage Road, Suite 100 Burr Ridge, IL 60527 3. Service Type Certified Mail 0 Express Mail ❑Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service label 7002 2 0 3 0 0002 519 5 0880 PS Form 3811,August 2001 Domestic Return Receipt 10259s-o2-M-154o r; r #U2 4?9-t1103 -frfkli E Silas. 1:43 FZ11-7;-.5.4,170Y4iir'.11 rl Postage °906, 0 Certified Fee j k, �Q� v ostm,aie c 0 Return173 m(ERndorsement Req i Fee ; Imo'. u f�ndorsement Required; CL) Restricted Delivery Fee m (Endorsement Required) I_— >/. N Total Postage Z,T=ees � �� o I Sent To Isenstein & Pasquinelli LLC 1=3!Sreei, Plc.; -6880 N:Frontage Road,Suite-T 00 [L� Ft✓'. �or i-C ox Ido. Ci,,sate ZIP+‘ Bur-r--Ridge;-IL---605-27 _ I SENDER:COMPLETE THIS SECTION , . COMPLETE THIS SECTION ON DELIVERY Sign - • Complete items 1,2,and 3.Also complete A. item 4 if Restricted Delivery is desired. x 0 Agent • Print your name and address on the rverse Addressee SO that we can return the card to you. B. Receiv y(Print Name) C. Date of Delivery MI Attach this card to the back of the rnailpiece, Or on the front if space permits. I D. Is delivery address different from item 1? 0 Yes 1. Article Addressed to: If'YES,enter delivery address below: 0 No Arthur C.Zwemke ' Preside;:t and CEO Moser Enterprises,Inc. i 5th Avenue Station 300 East 5th Avenue, Suite 430 3. Service Type Naperville,IL 60563 14 Certified MailExpress Mail 0 Registered 0 Return Receipt for Merchandise El Insured Mail 0 C.O.D. • 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number ?002 2030 0002 5195 0941 (Transfer from service labe0 - PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 E.1 _ 11,;:j1ri,EffIV: Ff, Z--,f4_F tit k-7,11-t,'-,--1-*!-Vr*-1:: Er fe 4,1ut r-R Postage 5: ' Cenified Fee CZI , igkrW I 441 p 0 Return Rectept Fee (Endorsemenl Required) 1 g—t eve s Restricted Dehvery Fee M (Encorsement Required) ru Total Postage&rAfthUr C.Zwemke ru P_r_eident_ancLCE0.... 580f Tc Moser Enterprises, Inc. N 1 Street Apt. AVenueStation I 0-PO Bay,Nc 3.00 East_51h_Avenue„Suite-430 Naperville, IL 60563 - - , ,,,,,,,,.t.,-;'---,--=-..-- --r-.. ..--------;::-----.(-1:--,e---...-_ -'-',..r-ii•-1.-kr.. ., ,-- -ii .,,17,A): ,,,,,:,..,-„,,,,„!.,,,1 -.., --7,-,-,- 0--5,.--.4._ A.47:-;--'i,---..,-;,„:5;10-740,1•Tai- = 'CERTIFIED ,1 . ---,-,, --,---,.E-ti ,a..i-4...-,- -.44- _.,. ,,,..4.14. .:-Luo in 40----wittobArlici:r*--,,,,;1,- -.,&r•YerAge , - -°w 7to----- eto*,40,-- 10;,0--,4-04,7-1--4,-;,--Thiii:_i_a!,,rtr, :::_ii:7 iiiiirn.,.--_v :7 164,i;11:,_!!!!4iti:- ir 1 rg IIIIIIIIIIIr t ,9 LI)' Postage Q90 ru Certified Fee kt CI Return Reciepi Fee •-•*' k,P4er e, `—' (Endorsement Required) (f) D Restricted Delivery Fee rri (Endorsement Required) 3, 173 , 00b0,0040 n-I Total Postage&Fees S ru mi Sent To DFrancis Steinbrecher, et al. N Street,Apt.No.; 1237 W. Farwell 1 1 or PO Box No. 1 ,,State,ZIP+4 Chicago,11 60626 ' -....-7..' :.-4__,jZY-Z'-----FZT-t-,'---7A-ni.-g-=Ti-i*a:;_;-4,---,r----_ =4:, 1#40P:47,i-7'-.,4•Y-!.=1:.--=-V-Is. "7:,:2':':,,,:.!:,::_l,",....:.,-,':',2- -.LI,:r- -,"mg,t-.: 1-11 cr-1 '1:,,,,,,f)' fE- r !:,:. 4.:.-:- ,, !-.•'-'1',, !•--, :„,,:', ::::,::!,." :,::::•:, I r9 . If) Postage $ . ru ; Certified Fee 1:0 CIi Postmak090 Return Reciept Fee ' ere CI (Endorsement Required) ' 0' in Restricted Delivery Fee 1.z./ z2.> (1 m (Endorsement Required) 1 1:3 ni Total Postage&Fees 1[ r, : ru co Sent To Ntror Marie Mankle _ P-- Street,Apt.Na.; 1-0-Ontario-Streret i or PO Box No. E_A4:13507 City,State,.ZIP+4 Chicago,IL 60611 ..'- ''.-.-,-,•-;-;r:,•„-r---••!,.,:'-,__,--- 2F::',W*EQ:kv-74%P*Wtr .••"r'4:--::;::!:t ''A — r .*„ -t-,..••.,.„,.. ,4„,..--,,,, ,A74-,. ..-0.,... „,,,?--w.:,,,,J.. .,.„6„.„1.--„.„, _,, .,,,,,._.,, 7,4,-_,74,,, ,.....4-71-,E;77,-c-,-T,P*-'3,-,- -7-Th''-.'"'.": ,:;;;2.- ----.:Lt,-0-0-•,'`.-07.- H i*pilf$014•140:(ii...1_.-,i1:!1.1 ,''t.,i'i:Pt4kAPIS **l*l**t**3W'Izi*LkQ F ,,,;,,,,,,, '' e.-- -'st-'.% . ,.._ rq Postage $ ru Certified Fee A- ' ::•." 1:-.3 i , ItIlstmark ..... - ReturnReciept Fee CI (Endorsement Required) F.:I l:›(4)V- 0 1=3 Restricted Delivery Fee ti m (Endorsement Required) TS 1:3 US ru Total Postage&Fees $ ru,Sent To 0 1 Valerie J. and Carroll D.Edelmon ri: ,-gtreetApt.No.; 1-9-3-2-Kennedy-Road-East-(-11-Floor). or PO Box No. Yorkville, IL 60560 City,State,ZIP+4 -,---- vFa # ti -w- 4-2,fgai-ili-oww-A-Yito-2,-6-07.0----m, ,,,,• , ,,,, , .--, u-)i ,, ,: '" P':: 'z,,," -,,,,- H ul Postage $ r1-1 Certified Fee \ '• CI C3 Return Reciept FeeI I:3 (Endorsement Required) FoH;ark 0 Restricted Delivery Fee . vok .sb \._ (Endoement Required) m rs ;-- CI % CO Total Postage&Fees IIIIMI ''-'1--- .. ru, D I Sent To David Mickelson Ea i nd 49-32-Kennedy-Road-East-(2-- -Floor)- r-I-Street,Apt.No.; or PO Box No, Yorkville,IL 60560 1 City,State,27P+4 i SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Signat re item 4 i Restricted Delivery is desired. X ❑Agent ■ Print your name and address on the reverse 0 Addressee so that we can return the card to you. B. R-cgived 'y(Print-d Name) C. Da=of 9elivery NIAttach this card to the back of the mailpiece, / / . �� or on the front if space permits. D. Is delivery address different from item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: 0 No Suburban Bank&Trust— Tr 74-3216 c/o Isenstein Pasquinelli LLC _ 6880 N.Frontage Road, Suite 100 3. Service Type Burr Ridge,IL 60527 ,Certified Mail 0 Express Mail ❑Registered 0 Return Receipt for Merchandise ❑ Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7002 2030 0002 5195 0927 (Transfer from service labe0 PS Form 3811,August 2001 Domestic Return Receipt : 102595-02-M-1540 r j ; 6 a1 -Ze , ?las s , ruY'. i 7 -_-_,T IL.?„,!..,,I.,1' f_-5--r t r €a� �- `�, ,,,,, .; u7 E , t �i 3 1 u) Postage (g Certified Fee1009 Return Reciept Fee P m am1.., �(EndorsementRequired) ! rierer07D Restricted Delivery Fee LI. , 6 M (Endorsement Required) Q 'i. /7/. / ru Total Passage&Fees S ( ///, ru D Sent Tc SBan .: I — D Tr74-3216 I orpo Box Jo.Noc/o Isenstein Pasquinelli LLCL Street, I-Ciry,State,zIP+= 68$0-N.f-rar tage-Road;-Suite-100 Burr Ridge, IL 60527--, ,_I . - �� » __" ° SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A. Sign at re item 4 if Restricted Delivery is desired. / h /I,/ 0 Agent • Print your name and address on the reverse X C ,L LJ ( E- 0 Addressee so that we can return the card to you. B. R eivgd by(Print Name) C. Date of Delivery • Attach this card to the back of the mailpiece, f Ca f. le 3'e or on the front if space permits. D. Is delivery address different from Item 1? 0 es 1. Article Addressed to: If‘YES,enter delivery address below: ❑No t MPI-2 YORKVILLE NORTH LLC 6880 NORTH FRONTAGE ROAD SUITE 100 3. Service Type El Certified Mail 0Express Mau BURR RIDGE, IL 60527 ❑ Registered 0 Return Receipt for Merchandise ❑ Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Transfer from service label) 7 0 2 2030 0 0 2 5195 10 8 5 PS Form 3811,August 2001 - 'Domestic Return Receipt 1o2595-02-M-1540 ------,,,,.-p--,„,,,- ,7,-v-_.i7:37,1 -4.-Ip;TAW,'"7kr—tatir5z i r � T_ Ln At A t /i \, OCertified.Fee ` f jd .Postmark Return Reciept Fee } Here (Endorsement Required) i 1. •� I CO Restricted Delivery Fee 1 �/� m (Endorsement Required) i �.\ O k --- " fu � Total Postage�.Fees i .., Enl Serif Ta j rNorth LLC -.I Street:Apt.^ic 1 or PO ecx No,. 6880 Nort FYorkvillehrontage D MP1-2 Road, Suite 100 j C City,Stare,ZiP+4 Burr Ridge, IL 60527 j NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2004-103 NORTH GRANDE RESERVE NOTICE IS HEREBY GIVEN that on March 23, 2004 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, a hearing will be held by the City of Yorkville to consider forming a special service area, to be called "City of Yorkville Special Service Area Number 2004-103 North Grande Reserve," consisting of the territory legally described in Exhibit 1 to this Notice. The approximate street location is the area generally depicted on the map of a portion of the City, which map is attached as Exhibit 2 to this Notice. The general purpose of the formation of the City of Yorkville Special Service Area Number 2004-103 North Grande Reserve is to provide special municipal services to the area which may include: engineering, soil testing and appurtenant work, mass grading and demolition, storm water management facilities, storm drainage systems and storm sewers, site clearing and tree removal, public water facilities, sanitary sewer facilities, erosion control measures, roads, streets, curbs, gutters, street lighting, traffic controls, sidewalks, equestrian paths and related street improvements, and equipment and materials necessary for the maintenance thereof, public parks, park improvements and bicycle paths, landscaping, wetland mitigation and tree installation, costs for land and easement acquisitions relating to any of the foregoing improvements, required tap-on and related fees for water or sanitary sewer services and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide special municipal services to the proposed special service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of $2,300,000 in accordance with the special tax roll referred to below, and (ii) the issuance of special tax bonds in an aggregate principal amount not to exceed $20,000,000 at an interest rate of not to exceed the greater of nine percent (9%) per annum or 125% of the rate for the most recent date shown in the 20 G.O. Bonds Index of average municipal bond yields as published in the most recent edition of The Bond Buyer, published in New York, New York, at the time the contract is made for the sale of the bonds, and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. )11.551419.3 Exhibit 1 to Notice GRANDE RESERVE NORTH REGION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE WESTERLY ALONG THE NORTH LINE OF SAID SOUTHEAST QUARTER 2029.92 FEET TO THE EAST LINE OF LOT 5 OF SAID SECTION 11; THENCE SOUTHERLY ALONG SAID EAST LINE 1469.90 FEET TO THE CENTERLINE OF MILL ROAD; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE 1039.40 FEET TO A TRACT OF LAND CONVEYED TO COMMONWEALTH EDISON COMPANY BY TRUSTEE'S DEED RECORDED JUNE 28, 1973 AS DOCUMENT 73-3089; THENCE NORTHEASTERLY ALONG SAID NORTHERLY LINE 1062.36 FEET TO THE EAST LINE OF SAID SOUTHEAST QUARTER; THENCE NORTHERLY ALONG SAID EAST LINE 1489.22 FEET TO THE POINT OF BEGINNING IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. ALSO: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 2; THENCE SOUTH 89 DEGREES 28 MINUTES 21 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 12, 99.96 FEET; THENCE SOUTH 2 DEGREES 26 MINUTES 28 SECONDS EAST 2654.27 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 12, 236.28 FEET EAST OF THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 89 DEGREES 28 MINUTES 58 SECONDS WEST ALONG SAID SOUTH LINE 236.28 FEET TO THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 89 DEGREES 31 MINUTES 16 SECONDS WEST ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 11, 2028.27 FEET TO THE EXTENSION SOUTHERLY OF THE EASTERLY LINE OF LOT 1 OF STORYBOOK HIGHLANDS, A SUBDIVISION IN SAID SECTION 11; THENCE NORTH 1 DEGREE 06 MINUTES 53 SECONDS EAST ALONG SAID EXTENDED LINE 1030.0 FEET; THENCE SOUTH 89 DEGREES 06 MINUTES 37 SECONDS EAST 239.40 FEET; THENCE NORTH 1 DEGREE 06 MINUTES 53 SECONDS EAST 872.93 FEET TO THE CENTERLINE OF CANNONBALL TRAIL; THENCE NORTH 66 DEGREES 09 MINUTES 20 SECONDS EAST ALONG SAID CENTERLINE 898.31 FEET; THENCE NORTHEASTERLY ALONG SAID 1 CENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2290.82 FEET, A DISTANCE OF 495.34 FEET; THENCE NORTH 53 DEGREES 46 MINUTES EAST ALONG SAID CENTERLINE 654.29 FEET TO THE EAST LINE OF SAID SECTION 2; THENCE SOUTH 0 DEGREES 30 MINUTES 10 SECONDS WEST ALONG SAID EAST LINE 262.54 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. ALSO: THAT PART OF THE SOUTH HALF OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SECTION 11; THENCE SOUTH 0 DEGREES 57 MINUTES 0 SECONDS WEST 442 FEET TO THE NORTH LINE OF THE RIGHT OF WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD; THENCE NORTH 75 DEGREES 17 MINUTES 0 SECONDS EAST 1728 FEET ALONG SAID RIGHT OF WAY LINE TO THE SOUTH LINE OF SECTION 11; THENCE SOUTH 89 DEGREES 53 MINUTES 0 SECONDS EAST 1001.25 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF SAID SECTION 11; THENCE NORTH 89 DEGREES 54 MINUTES 0 SECONDS EAST 1339.5 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE NORTH 0 DEGREES 40 MINUTES 0 SECONDS EAST 977.5 FEET TO THE CENTERLINE OF THE HIGHWAY; THENCE NORTH 74 DEGREES 15 MINUTES 0 SECONDS WEST 727.2 FEET ALONG SAID CENTERLINE; THENCE NORTH 79 DEGREES 10 MINUTES 0 SECONDS WEST 2877.4 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A NORTH AND SOUTH HIGHWAY; THENCE SOUTH 7 DEGREES 7 MINUTES 0 SECONDS EAST 364.8 FEET ALONG THE CENTER OF SAID NORTH AND SOUTH HIGHWAY; THENCE NORTH 89 DEGREES 47 MINUTES 0 SECONDS WEST 503.33 FEET TO THE WEST LINE OF SAID SECTION 11; THENCE SOUTH 0 DEGREES 52 MINUTES 0 SECONDS WEST ALONG SAID WEST LINE 1327.6 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART OF RIGHT OF WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD RUNNING THROUGH SECTION 11 AFORESAID, AND ALSO EXCEPT THAT PART LYING WESTERLY OF THE CENTERLINE OF KENNEDY ROAD, AND ALSO EXCEPT THAT PART LYING SOUTHERLY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD RUNNING THROUGH SECTION 11 AFORESAID), IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. 2 x ,r, rn_• .Ng'�E' <a; �+'tyk 'i,+t< ,e.,i'" p jF3 k +•2P d ".t L� f Ssa_ '-' t r+ :-.1',1, 1;,,,":4.13 r 1 �Ap + t � f •,,:i,,„,-,,,, i $ "w'p�, �� hum Rr •in d : tr`. i.• ?!75+' .k} Ii. ` i'r:) 4 J 7� r. f4 l- S a -) ) f: i ,.:\\..:.. § : S:.. :'1V-7/1../. 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Exhibit C To Establishing Ordinance Legal Description 011.552562.4 GRANDE RESERVE NORTH REGION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF SAID SOUTHEAST QUARTER; THENCE WESTERLY ALONG THE NORTH LINE OF SAID - SOUTHEAST QUARTER 2029.92 FEET TO THE EAST LINE OF LOT 5 OF SAID SECTION 11; THENCE SOUTHERLY ALONG SAID EAST LINE 1469.90 FEET TO THE CENTERLINE OF MILL ROAD; THENCE SOUTHEASTERLY ALONG SAID CENTERLINE 1039.40 FEET TO A TRACT OF LAND CONVEYED TO COMMONWEALTH EDISON COMPANY BY TRUSTEE'S DEED RECORDED JUNE 28, 1973 AS DOCUMENT 73-3089; THENCE NORTHEASTERLY ALONG SAID NORTHERLY LINE 1062.36 FEET TO THE EAST LINE OF SAID SOUTHEAST QUARTER; THENCE NORTHERLY ALONG SAID EAST LINE 1489.22 FEET TO THE POINT OF BEGINNING IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. ALSO: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHEAST CORNER OF SAID SECTION 2; THENCE SOUTH 89 DEGREES 28 MINUTES 21 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 12, 99.96 FEET; THENCE SOUTH 2 DEGREES 26 MINUTES 28 SECONDS EAST 2654.27 FEET TO A POINT ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 12, 236.28 FEET EAST OF THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 89 DEGREES 28 MINUTES 58 SECONDS WEST ALONG SAID SOUTH LINE 236.28 FEET TO THE SOUTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE NORTH 89 DEGREES 31 MINUTES 16 SECONDS WEST ALONG THE SOUTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 11, 2028.27 FEET TO THE EXTENSION SOUTHERLY OF THE EASTERLY LINE OF LOT 1 OF STORYBOOK HIGHLANDS, A SUBDIVISION IN SAID SECTION 11; THENCE NORTH 1 DEGREE 06 MINUTES 53 SECONDS EAST ALONG SAID EXTENDED LINE 1030.0 FEET; THENCE SOUTH 89 DEGREES 06 MINUTES 37 SECONDS EAST 239.40 FEET; THENCE NORTH 1 DEGREE 06 MINUTES 53 SECONDS EAST 872.93 FEET TO THE CENTERLINE OF CANNONBALL TRAIL; THENCE NORTH 66 DEGREES 09 MINUTES 20 SECONDS EAST ALONG SAID CENTERLINE 898.31 FEET; THENCE NORTHEASTERLY ALONG SAID CENTERLINE, BEING ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 2290.82 FEET, A DISTANCE OF 495.34 FEET; THENCE NORTH 53 DEGREES 46 MINUTES EAST ALONG SAID CENTERLINE 654.29 FEET TO THE EAST LINE OF SAID SECTION 2; THENCE SOUTH 0 DEGREES 30 MINUTES 10 SECONDS WEST ALONG SAID EAST LINE 262.54 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. ALSO: THAT PART OF THE SOUTH HALF OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF SECTION 11; THENCE SOUTH 0 DEGREES 57 MINUTES 0 SECONDS WEST 442 FEET TO THE NORTH LINE OF THE RIGHT OF WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD; THENCE NORTH 75 DEGREES 17 MINUTES 0 SECONDS EAST 1728 FEET ALONG SAID RIGHT OF WAY LINE TO THE SOUTH LINE OF SECTION 11; THENCE SOUTH 89 DEGREES 53 MINUTES 0 SECONDS EAST 1001.25 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF SAID SECTION 11; THENCE NORTH 89 DEGREES 54 MINUTES 0 SECONDS EAST 1339.5 FEET ALONG THE SOUTH LINE OF SAID SECTION 11 TO THE SOUTHEAST CORNER OF THE WEST HALF OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE NORTH 0 DEGREES 40 MINUTES 0 SECONDS EAST 977.5 FEET TO THE CENTERLINE OF THE HIGHWAY; THENCE NORTH 74 DEGREES 15 MINUTES 0 SECONDS WEST 727.2 FEET ALONG SAID CENTERLINE; THENCE NORTH 79 DEGREES 10 MINUTES 0 SECONDS WEST 2877.4 FEET ALONG SAID CENTERLINE TO THE CENTERLINE OF A NORTH AND SOUTH HIGHWAY; THENCE SOUTH 7 DEGREES 7 MINUTES 0 SECONDS EAST 364.8 FEET ALONG THE CENTER OF SAID NORTH AND SOUTH HIGHWAY; THENCE NORTH 89 DEGREES 47 MINUTES 0 SECONDS WEST 503.33 FEET TO THE WEST LINE OF SAID SECTION 11; THENCE SOUTH 0 DEGREES 52 MINUTES 0 SECONDS WEST ALONG SAID WEST LINE 1327.6 FEET TO THE POINT OF BEGINNING (EXCEPT THAT PART OF RIGHT OF WAY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD RUNNING THROUGH SECTION 11 AFORESAID, AND ALSO EXCEPT THAT PART LYING WESTERLY OF THE CENTERLINE OF KENNEDY ROAD, AND ALSO EXCEPT THAT PART LYING SOUTHERLY OF THE CHICAGO, BURLINGTON AND QUINCY RAILROAD RUNNING THROUGH SECTION 11 AFORESAID), IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. 2 Exhibit D to Establishing Ordinance Map of Special Service Area Number 2004-103 North Grande Reserve 011.552562.4 • • —2 �p, 3--- 2 ',,,,P S' . VILLAGE LIMITS ...":10 OF MONTGOMERY R•229ae2'(REa ,4l i ;.�,pQ• •E - LH.44 77'14'39'E ���'��1 , __;s4..,.41‘ 66.x�i,E �I I �p ee 1 REGION MAP %' 4 SCALE 1".600' FOR I Ars . .s J i RONALD E.&MILDRED TUCEK" 1,1, i Cr P.I.N.02-11-276-002 !1 I 470 Soo 0 600 I ; :'. 'E O 1" "W P.I.N.02.12-100-001) LLI GRANDE RESERVE, YORKVILLE, ILLINOIS ; gYgr.s I • s O . u N 0971'te'M LL- ® �� _ _ 202623" _ _ dl 1 1011 - - - ltd m Y. N r ,_ ®�7 m 7259' I o g -O e N MRE'7q"• 6 tti I "HANDKE" U ta2x OP P.I.N.02-11-000-002 ^�.��...,,- "NORTH REGION" 4; j �04� .".7.4...- //�I• iN14STFRLW :7x97 KoO oo..E/ !I� -�1�--�' I A(N• INCLUDED) 1ism7°771,362" —r r BL4PARCEL THREE 0912'20"EAO °, f1 ^NOR.,061.3 Cm N BP42'/B" MAWPREPARED FOR: n �,�. PARCEL TWO PARCEL TWO 19 X97.2 r ` _.Npcosos lECIIIICIL 110 LURVEY M. WI-YORKVILLE 129.74A. "NORTH REGION" ,, LAND SURVEYORS N9B77 PIN.02-11-300-005 I ...0#04001 .97.. �� E S7+7e1j P.I.N.0&70-400-004 43, .t ppM' _ �Z\ f ,'1w1 � %� 1e32:r.{I' pPpaNf OeM1E CREEK _1, \5 •s\ Ts NIT F 011'OE"E �? , e 5,7A I, EL.Igy e C JOB Na: 207-140 MANN 611 Y� 9•,OBSS'of E . E EO pN .,� 6 1:�' t..174 H 7371'10'E .1.JEPLj ;.;. P.I.N.02-11-IOOOOS 1���W'. 12 Cr CREEK . 104.03" cO,'2'Mp14 P.I.PARCEL TWO05 •5270 6 Al _ : I!!':": i ` - - - - - - - - ui w� 11 p.► r, 1329.33' 70076'70.•E e� _II ' Nd7S403"E I�ek L O3 113 S 0197'27" - III_ N.�y1f14 E N saute'.m.29. 114 �P MIK} e1ax9' yy,, Ab IT/ :' ------ „- Wj PAM.P 02-14-100007 N 4" w PIM 02-14-201-001 137•" S 071571"• __ "�3 I -B- I 9. IAt N "CENTRAL REGION" NI I I ma.., © ©3© © 1 I I ; MAAAA.,' ORDINANCE NO. 2004- AN ORDINANCE ESTABLISHING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2004-105 SOUTH GRANDE RESERVE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS,AS FOLLOWS: Section 1. Authority. The United City of Yorkville (the "City") is authorized, pursuant to Article VII, Section 7(6) of the Constitution of the State of Illinois, and pursuant to the provisions of the Illinois Special Service Area Tax Law, 35 ILCS 200/27-5 et seq. (the "Act"), to establish special service areas for the provision of special governmental services in portions of the City and to levy or impose a special tax and to issue bonds for the provision of such special services. Section 2. Findings. (a) The question of establishment of the area hereinafter described as a special service area (the "Special Service Area") was considered by the City Council of the City pursuant to "An Ordinance Proposing the Establishment of Special Service Area Number 2004-105 South Grande Reserve in the United City of Yorkville and Providing for Other Procedures in Connection Therewith," being Ordinance No. 2004-14, adopted on February 24, 2004. The establishment of the Area was considered at a public hearing commenced on March 23, 2004, and finally adjourned on March 23, 2004 (the "Public Hearing"). The Public Hearing was held pursuant to notice duly published in The Beacon News, a newspaper of general circulation within the City, on March 8, 2004, which was at least fifteen (15) days prior to the Public Hearing, and also pursuant to notice by mail addressed to the person or persons in whose name the general taxes for the last preceding year were paid on each lot, block, tract or parcel of land lying within the Area. Said notice by mail was given by depositing said notice in the United States mail not less than ten (10) days prior to the date set for the Public Hearing. In the event taxes for the last preceding year were not paid, said notice was sent to the person last listed on the tax rolls prior to that year as the owner of said property. A certificate of publication of notice and evidence of mailing of notice are attached to this Ordinance as Exhibit A and Exhibit B, respectively. Said notices conform in all respects to the requirements of the Act. To comply with City requirements an additional notice of public hearing was published in the Kendall County Record, a newspaper of general circulation within the City, on March 11, 2004. A Certificate of Publication of such notice is on file with the City. (b) At the Public Hearing, all interested persons were given an opportunity to be heard on the question of the issuance of bonds to finance a part of the cost of engineering, soil testing and appurtenant work, mass grading and demolition, storm water management facilities, storm drainage systems and storm sewers, site clearing and tree removal, public water facilities, sanitary sewer facilities, erosion control measures, roads, streets, curbs, gutters, street lighting, traffic controls, sidewalks, equestrian paths and related street improvements, and equipment and materials necessary for the maintenance thereof, public parks, park improvements, bicycle paths, landscaping, wetland mitigation and tree installation, costs for land and easement acquisitions 011.552565.4 relating to any of the foregoing improvements, required tap-on and related fees for water or sanitary sewer services and other eligible costs (collectively, the "Improvements"), on the question of the conditions for participating in the Special Service Area as more particularly set forth herein, and on the question of the retirement of said bonds as due from time to time by a levy of a tax on real property within the Area. (c) After considering the data as presented to the City Council of the City and at the Public Hearing, the City Council of the City find that it is in the best interests of the City and of the residents and property owners of the United City of Yorkville Special Service Area Number 2004-105 South Grande Reserve that the Special Service Area, as hereinafter described, be established. (d) More than 60 days have passed since the final adjournment of the Public Hearing, and no petition objecting to the creation of the Special Service Area, the levy of the Special Tax as herein described or the issuance of bonds has been filed with the City Clerk. (e) The Special Service Area is compact and contiguous as required by the Act. (f) An annual special tax based upon a special tax roll levied against each residential lot and each parcel in the Special Service Area as herein described does not exceed the tax rate or method proposed in the notice of public hearing referred to herein and such special tax, taking into account the direct and indirect special service benefits to current and future owners of property within the Special Service Area, bears a rational relationship between the amount of tax levied against each lot, block, tract and parcel of land in the Special Service Area and the special service benefit conferred. (g) It is in the best interests of the City that the Special Service Area be created for the financing of the Improvements within the Special Service Area, that the Improvements be financed by the sale of bonds, and that taxes be leviedon real property within the Special Service Area to retire the bonds and to cover costs and expenses connected with the financing of the Improvements within the Special Service Area. (h) It is in the best interests of the United City of Yorkville Special Service Area Number 2004-105 South Grande Reserve that the furnishing of the Improvements proposed be considered for the common interests of the Special Service Area and that the Special Service Area will benefit specially from the Improvements. Section 3. United City of Yorkville Special Service Area Number 2004-105 South Grande Reserve Established. A special service area to be known and designated as "United City of Yorkville Special Service Area Number 2004-105 South Grande Reserve" is hereby established and shall consist of the contiguous territory legally described in Exhibit C hereto, and outlined on the map of a portion of the City attached as Exhibit D hereto, which description and map are by this reference incorporated herein and made a part hereof. Section 4. Purpose of Area. United City of Yorkville Special Service Area Number 2004-105 South Grande Reserve is established to provide special services to the Special Service Area in addition to services provided in the City generally. United City of Yorkville Special 2 011.552565.4 Service Area Number 2004-105 South Grande Reserve is also created so that bonds may be issued for the purposes aforesaid (the "Bonds"), payable from taxes levied on real property in the Special Service Area in accordance with the special tax roll established by this Ordinance. Such taxes shall be levied in addition to all other City taxes so levied, provided no Bonds shall be issued in excess of the principal amount of $10,000,000 or at an interest rate to exceed the greater of nine percent (9%) per annum or 125% of the rate for the most recent date shown in the 20 G.O. Bonds Index of average municipal bond yields as published in the most recent edition of The Bond Buyer, published in New York,New York, at the time the contract is made for the sale of the Bonds and the Bonds shall mature within not more than thirty (30) years from their date. Section 5. Special Tax Roll for Bond Retirement. In lieu of an ad valorem tax to be levied and extended for the payment of principal of and interest on any Bonds issued on behalf of the Special Service Area, a special tax roll shall be established for levying and extending taxes for the payment of principal of and interest on any Bonds issued for the purposes set forth in Section 4 hereof and the administration and maintenance of the Special Service Area. The description of the special tax roll shall be as set forth in and approved by an amendment to this Ordinance. Section 6. Supercede Conflicting Ordinance. All ordinances or parts of ordinances in conflict with the provisions of this ordinance are repealed to the extent of such conflict. Section 7. Effective Date. This Ordinance shall be in full force and effect from and after its passage and approval in the manner provided by law. PASSED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS this September_, 2004. VOTING AYE: VOTING NAY: ABSENT: ABSTAINED: NOT VOTING: 3 011.552565.4 APPROVED Mayor ATTEST: City Clerk Published in pamphlet form , 2004. 4 011.552565.4 Exhibit A To Establishing Ordinance Publisher's Certificate 011.552565.4 -L - 1: . STATE OF ILLINOIS 1 I• COUNTY OF KANB '. FOX VALLEY PJJBLIICATIONS,DOES HEREBY CERTIFY: That it is:a corporation duly organized and existing under the law!of the S tc of Illinois; I That it is:the publisher of The Beacon News, a secular daily newp a r I dished in th p Pe c City of Aurora,in Kan 'County,Illinois,and of general circulation in said alty, Co ty and State; and in DuPage, Kendal[, DeKalb Counties, and In other.Cities in Kane C¢Unty; d that it is a newspaper as defined in "An Act to Revise the Law in Relation to Noticcs"r6l1L R• scd Statutes, Chap. 100,Sections 1,.51 and 10. That a notice or which the annexed is a true copy has,been regularly u 1 �+ (Mg y p jshcd in said • newspaper �,,� ' time each, I• for success ti . 1 � ; ivc ; chat the yti v. first publication of said notice was on the dayof /._ (_ !�. /� ,20.D.`./. and diciest publication thereof was on the. .. ... day of 20 that the face of type in wh h'each publication of'said notice was printed was th sam- . the body of type used In the classified advertising,,In the'newspaper in which ' Ix said pub oath) was made; That said The Beacon News has been regularlypubllshed in said City, Coun and State for at least one year prior td the first publication of said notice. In WITNESS WHEREOF, said;Fox Valley Publications,,pubiishgr as afo .aid, hu executed this Certificate of Publication by its Officer or Agent thereunto duly au esized this c 1 day of.. .� C�7... ,20.�.7, • FOX VALLEY PUBLICATIONS By`ei�� l••-Ge; :..1...6z ..)..1. :49. . cA Printer's Fee$/ /.:YJ. $aid, 20. • Nos 0 0l 7`' ' Folio,3/63 r1-:,3-7)(-) i is ; 1 NOTICE OF HEARING the boundaries of the City of Yorkville Special Service ExcEP I I-KUM SAIu iAKLtL !MAI IV AK I L Y IIVb 01,111 IOU.Lo I nc.,m ,, uo UNITED CITY OF YORKVILLE Area Number 2004-105 South Grande Reserve is filed NORTHERLY OF THE FOLLOWING DESCRIBED LINE: DEGREES 04 MINUTES 20 SECONDS WEST 570.09 SPECIAL SERVICE AREA NUMBER 2004-105 with the City Clerk of the City of Yorkville within 60 days COMMENCING AT THE SOUTHWEST CORNER OF FEET;THENCE NORTH 83 DEGREES 13 MINUTES 28 SOUTH GRANDE RESERVE following the final adjournment of the public hearing STRUKELS PARADISE LAKE UNIT 1;THENCE NORTH- SECONDS WEST 194.49 FEET; THENCE NORTH 80 NOTICE IS HEREBY GIVEN that on March 23, 2004 at objecting to the creation of the special service area,the WESTERLY ALONG THE SOUTHWESTERLY LINE OF DEGREES 06 MINUTES 46 SECONDS WEST 293.64 7:00 p.m. at the Yorkville City Hall, 800 Game Farm issuance of bonds for the provision of special services to SAID STRUKELS PARADISE LAKE UNIT 1,BEING THE FEET; THENCE SOUTH 79 DEGREES 22 MINUTES 56 Road,Yorkville,Illinois,a hearing will be held by the City the area or the levy of taxes affecting the area,no such CENTERLINE OF BRISTOL RIDGE ROAD,ON A BEAR- SECONDS WEST 178.89 FEET; THENCE SOUTHWEST- of Yorkville to consider forming a special service area, area may be created and no such bonds may be issued ING OF NORTH 37 DEGREES 10 MINUTES 58 SECONDS ERLY ALONG THE ARC OF A CURVE CONCAVE TO to be called City of Yorkville Special Service Area or taxes levied or imposed. WEST WHICH IS THE BASIS OF BEARINGS FOR THE THE SOUTH,HAVING A RADIUS OF 180.00 FEET,HAV- Number 2004-105 South Grande Reserve, consisting of DESCRIPTION OF THIS LINE, A DISTANCE OF 230.00 ING A CHORD BEARING OF SOUTH 82 DEGREES 25 the territory legally described in Exhibit l to this Notice. Legal Description of Property FEET; THENCE SOUTH 52 DEGREES 49 MINUTES 02 MINUTES 09 SECONDS WEST, A DISTANCE OF 306.52 The approximate street location is the area generally SECONDS WEST 50.00 FEET; THENCE SOUTH 67 FEET,THENCE SOUTHWESTERLY 94.34 FEET,MORE depicted on the map of a portion of the City,which map GRANDE RESERVE SOUTH REGION DEGREES 14 MINUTES 17 SECONDS WEST 361.39 OR LESS, TO A POINT IN THE WESTERLY LINE OF is attached as Exhibit 2 to this Notice. THAT PART OF SECTIONS 15,22 AND 23,TOWNSHIP 37 FEET; THENCE NORTH 58 DEGREES 13 MINUTES 13 SAID PARCEL, SAID POINT BEING 1,100.00 FEET' The general purpose of the formation of the City of NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL SECONDS WEST 139.28 FEET; THENCE SOUTH 84 NORTHWESTERLY OF THE CENTERLINE OF Yorkville Special Service Area Number 2004-105 South MERIDIAN,DESCRIBED AS FOLLOWS: DEGREES 25 MINUTES 29 SECONDS WEST 152.64 KENNEDY ROAD AS MEASURED ALONG SAID WEST- Grande Reserve is to provide special municipal services COMMENCING AT THE POINT OF INTERSECTION OF FEET; THENCE SOUTH 40 DEGREES 17 MINUTES 18 ERLY LINE,FOR THE TERMINUS OF SAID LINE. to the area which may include:engineering,soil testing THE NORTH AND SOUTH CENTERLINE OF SAID SEC- SECONDS WEST 92.20 FEET; THENCE SOUTH 40 and appurtenant work, mass grading and demolition, TION 15 WITH THE TANGENT OF THE CENTERLINE DEGREES 43 MINUTES 21 SECONDS WEST 71.59 FEET; Map of Proposed Special Service Area storm water management facilities,storm drainage sys- OF STATE AID ROUTE 20 AS ESTABLISHED BY THENCE NORTH 70 DEGREES 52 MINUTES 22 SEC- tems and storm sewers,site clearing and tree removal, INSTRUMENT RECORDED MAY 12, 1952 AS DOCU- e nmic 2 to Nouse public water facilities, sanitary sewer facilities, erosion MENT 125479;THENCE WESTERLY ALONG SAID TAN- South Parcel SSA control measures, roads, streets, curbs, gutters, street GENT 185.32 FEET; THENCE SOUTH 17 DEGREES 20 lighting,traffic controls,sidewalks,equestrian paths and MINUTES 0 SECONDS EAST TO THE CENTERLINE OF related street improvements,and equipment and mate- SAID STATE AID ROUTE 20; THENCE SOUTH 17 rials necessary for the maintenance thereof, public DEGREES 20 MINUTES 0 SECONDS EAST 1303.46 FEET parks,park improvements and bicycle paths,landscap- FOR THE POINT OF BEGINNING; THENCE NORTH 17 ing, wetland mitigation and tree installation, costs for DEGREES 20 MINUTES 0 SECONDS WEST 113.8 FEET; land and easement acquisitions relating to any of the THENCE SOUTH 77 DEGREES 08 MINUTES 0 SECONDS foregoing improvements, required tap-on and related WEST 428.4 FEET; THENCE NORTH 17 DEGREES 28 fees for water or sanitary sewer services and other eli- MINUTES 0 SECONDS WEST 1370.9 FEET TO THE CEN- gible costs. TERLINE OF STATE AID ROUTE 20;THENCE NORTH There will also be considered at the hearing the follow- 81 DEGREES 05 MINUTES 0 SECONDS WEST ALONG _ ing alternative methods of financing improvements with- SAID CENTERLINE 254.26 FEET TO A POINT 194.7 in the proposed special service area: (i)the levy of a tax FEET EASTERLY AS MEASURED ALONG SAID CEN- by the City in the proposed special service area, suffi- TERLINE OF THE NORTHEAST CORNER OF ERICK- I j tient to produce revenues to provide special municipal SON S SUBDIVISION;THENCE SOUTHERLY PARALLEL services to the proposed special service area;the maxi- WITH THE EASTERLY LINE OF SAID ERICKSON S mum rate of such taxes to be extended in any year with- SUBDIVISION,462 FEET;THENCE WESTERLY PARAL- in the proposed special-service area which shall not LEL WITH THE CENTERLINE OF SAID ROAD 194.7 I f exceed the amount necessary to produce a maximum FEET TO THE EASTERLY LINE OF SAID SUBDIVISION; (� r annual tax levy of$1,150,000 in accordance with the spe- THENCE SOUTHERLY ALONG SAID EASTERLY LINE r , cial tax roll referred to below, and (ii) the issuance of TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; 1. . special tax bonds in an aggregate principal amount not THENCE WESTERLY ALONG THE SOUTHERLY LINE • to exceed$10,000,000 at an interest rate of not to exceed OF SAID SUBDIVISION AND SAID LINE EXTENDED the greater of nine percent(9%)per annum or 125% of 1785.3 FEET TO A POINT ON THE WEST LINE OF THE the rate for the most recent date shown in the 20 G.O. SOUTHWEST QUARTER OF SAID SECTION 15;THENCE I'� y i --. Bonds Index of average municipal bond yields as pub- SOUTH 0 DEGREES 55 MINUTES 0 SECONDS EAST 1f lished in the most recent edition of The Bond Buyer,pub- ALONG SAID WEST LINE 904 FEET; THENCE NORTH ( i� lished in New York,New York,at the time the contract 88 DEGREES 03 MINUTES 0 SECONDS EAST 1629 is made for the sale of the bonds,and to mature within FEET; THENCE SOUTH 36 DEGREES 11 MINUTES 0 I • thirty (30) years from the date of their issuance. The SECONDS EAST 2187 FEET; THENCE SOUTH 39 �=I , bonds,if issued,shall be retired by the levy of an annu- DEGREES 18 MINUTES 0 SECONDS EAST 3776.7 FEET • e r r al tax established pursuant to a special tax roll to pay the TO THE CENTERLINE OF U. S. ROUTE 34; THENCE / ",l interest on such bonds as it falls due and to discharge the NORTHEASTERLY ALONG SAID CENTERLINE 1353 • /',� I' I` principal thereof at maturity and to pay the costs of FEET TO THE SOUTHWEST CORNER OF UNIT THREE, administration and maintenance of the special service RIVER RIDGE; THENCE NORTHWESTERLY ALONG area, said tax to be levied upon all taxable property THE SOUTHWESTERLY LINE OF SAID UNIT THREE, y i within the proposed special service area. RIVER RIDGE AND ALONG THE SOUTHWESTERLY 1 -Rya" At the hearing,all interested persons affected by for- LINE OF UNIT motion of such special service area,including all persons ORIVER NOR HWEST CORNER OF RIDGE E 2686 FTOEET SAID UNITTWO, RIVER owning taxable real estate therein, may file written RIDGE; THENCE NORTHEASTERLY ALONG THE 9 A` 4a'G e1 l objections to and be heard orally regarding the forma- NORTHWESTERLY LINE OF SAID UNIT TWO, RIVERS '- ` J��. tion of and the boundaries of the special service area, RIDGE AND ALONG THE NORTHWESTERLY LINE OF S. �/ the issuance of bonds and the levy.of taxes affecting the UNIT ONE, RIVER RIDGE 824.42 FEET TO THE CEN- area. The hearing may be adjourned by the City Council TERLINE OF STATE AID ROUTE 20;THENCE NORTH- without further notice other than a motion to be entered WESTERLY ALONG SAID CENTERLINE 1886.5 FEET y upon the minutes of its meeting fixing the time and place TO A LINE DRAWN NORTH 69 DEGREES 10 MINUTES 1:- yJ • of its adjournment. 0 SECONDS EAST FROM THE POINT OF BEGINNING; ;} If a petition signed by at least 51%of the electors resid- THENCE SOUTH 69 DEGREES 10 MINUTES 0 SECONDS ing within the City of Yorkville Special Service Area WEST 1084.7 FEET TO THE POINT OF BEGINNING, IN I K' Number 2004-105 South Grande Reserve and by at least THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, 51% of the owners of record of the land included within ILLINOIS. Exhibit B To Establishing Ordinance Evidence of Mailing 011.552565.4 SENDER:COMPLETE THIS SECTION COMPLETE THIS.SECTION ONa I .DELIVERY • Complete items 1,2,and 3.Also complete A. Sign- . e - item 4 if Restricted Delivery is desired. , ❑Agent • Print your name and address on the reverse X d 0 Addressee so that we can return the card to you. B. Receiv,• .y(Print-•Name) C. Date of Delivery • Attach this card to the back of the mailpiece, or on the front if space permits. D. is delivery address different from item 1? 0 Yes 1. Article Addressed to: 1f'YES,enter delivery address below: 0 No Arthur C. Zwemke President and CEO Moser Enterprises,Inc. ; 5`j'Avenue Station 300 East 5th Avenue, Suite 430 3. Service Type Naperville, IL 60563 %Certified Mail 0 Express Mall ❑Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 7002 2030 0002 5195 0941 (Transfer from service label) PS Form 3811,August 2001 Domestic Return Receipt 102595-02-M-1540 P-- li0 #U26t 794).103 .—R ifs_�"� �i�i�i 't��4kl��6:ri�� ��rs� Bt�s Se a t' LJ'_ 'S a+s. �.ert�� tr i4, ri-w,�^e�.�.v�[,..1ifl�'+ 3_ H Is! Postage 1$ . 0� ru d) Certified Fee 1 p I Rost: �c t Return Reciest Fee 'i 1 c �� } (Endorsement Rewired, i i !— f)l ❑ Restricted E fve.E�Feet 1 t %% _ " , T 1909 'II`ode,4,-a . 'a_ais_' _� `I " o xo9 Od�o -�a2S oie}up_OL - zotrei�I auelni of was N . , \ �� saad 9 8 ls4d 710:- N/� S� Oa�inba!luawa,,,,au O ///1/) — (pa1iflb9 sed(uanilaa Pala 'ati r . A G ma aaa wn aaPu3) 0 (A -0;/ aal o 61 ala N trt sQSawisod ea d Pet}Ua0 $ suelsad -n a� _ �4 } ��.1.7.#01."-..z.;,-4,..442,:, "� ^, � y� s: ,r s--vf - 8V� SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY • Complete items 1,2,and 3.Also complete A. Signature i item 4 if Restricted Delivery is desired. ` • gent ■ Print your name and address on the reverse ,e ►. 11; • •ddressee so that we can return the card to you. B. Rived by(Printed Name) C.DateDelivery is Attach this card to the back of the mailpiece, 5_D or on the front if space permits. ,1 D. Is delivery address different from item 1? - Yes 1. Article Addressed to: If YES,enter delivery address below: o James Willard , 1 8221 Kennedy Road West- 2 -( g ro Yorkville,IL 60560 3. Service Type Certified Mail 0 Express Mail 0 Registered 0 Return Receipt for Merchandise 0 Insured Mail 0 C.O.D.' 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number 1 (Transfer from service label � � D 00C). b -7s IV PS Form 3811,August 2001 Domestic Return Receipt 102595-024M-1540 ;74- @ Ln i I tT Postage Certified Fee f STA,[` it r Postmar Ream Reciept Feeer= (Endorsement Required) I Q� v D Restricted Delivery Fee 4 _ f I t (Endorsement Required) •Ph Tota'Postage&Fees l S pI,Sent To James Willard D l �.pr.tdc., N 8221--Kennedy-Road-West r�rreet, o;PO Box No. Yorkville,IL 60560 Guy,S;ats,ZjPP' SENDER:COMPLETE THIS SECTION COMPLETE THIS SECTION ON DELIVERY ■ Complete items 1,2,and 3.Also complete A Sign ure item 4 if Restricted Delivery is desired. X'f(( }dal /� L J 0 Agent • Print your name and address on the reverse (,(e b (�4 � 0 Addressee so that we can return the card to you. , B. eived by(Printed Name) C. Deal Delivery • Attach this card to the back of the mailpiee, 1 .f i p i e T. /c, n or on the front if space permits. 6 1tr D. Is delivery address different from Item 1? 0 Yes 1. Article Addressed to: If YES,enter delivery address below: ❑ No MPI-2 YORKVILLE SOUTH I LLC 6880 NORTH FRONTAGE ROAD SUITE 100 3. Service Type BURR RIDGE, IL 60527 ,, Ezi Certified Mail 0 Express Mail Registered 0 Return Receipt for Merchandise ❑Insured Mail 0 C.O.D. 4. Restricted Delivery?(Extra Fee) 0 Yes 2. Article Number (Tiansferfrom service labe!) 7002 2030 0002 5195 1054 PS Form 3811,August2001 Domestic Return Receipt ' ' : 102595-02-M-1540 = 'ffl ea r.1,'TIP!, -i.' ,* 1 k il-,ftt E40i—'11-",-i-..„-.40:-...;-= 'll ire ,yp i�"'Tb.: x ':s ' f Fes- e ms �� U f I-9 1 i �` Ln Postage'` '_ otE'i'i �_ti ,postmark, ILl C] Certified Fee S' ' �i\_ ark D Return Reciept Fee F Here\-C-1:::'1 i O (Endorsement Required) g , yr O Restricted Delivery Fee rn (Endorsement Required) f ruTotal Postage&Fees , .� __ oISent e MP-1-2 Yorkville South LLC t Street_Apt.No.; 5880 North Frontage Road,Suite 140 I or PO Box No. Burr.Ridge,IL 60527 j City,Siete ,ZIP--4 v� NOTICE OF HEARING UNITED CITY OF YORKVILLE SPECIAL SERVICE AREA NUMBER 2004-105 SOUTH GRANDE RESERVE NOTICE IS HEREBY GIVEN that on March 23, 2004 at 7:00 p.m. at the Yorkville City Hall, 800 Game Farm Road, Yorkville, Illinois, a hearing will be held by the City of Yorkville to consider forming a special service area, to be called "City of Yorkville Special Service Area Number 2004-105 South Grande Reserve," consisting of the territory legally described in Exhibit 1 to this Notice. The approximate street location is the area generally depicted on the map of a portion of the City, which map is attached as Exhibit 2 to this Notice. The general purpose of the formation of the City of Yorkville Special Service Area Number 2004-105 South Grande Reserve is to provide special municipal services to the area which may include: engineering, soil testing and appurtenant work, mass grading and demolition, storm water management facilities, storm drainage systems and storm sewers, site clearing and tree removal, public water facilities, sanitary sewer facilities, erosion control measures, roads, streets, curbs, gutters, street lighting, traffic controls, sidewalks, equestrian paths and related street improvements, and equipment and materials necessary for the maintenance thereof, public parks, park improvements and bicycle paths, landscaping, wetland mitigation and tree installation, costs for land and easement acquisitions relating to any of the foregoing improvements, required tap-on and related fees for water or sanitary sewer services and other eligible costs. There will also be considered at the hearing the following alternative methods of financing improvements within the proposed special service area: (i) the levy of a tax by the City in the proposed special service area, sufficient to produce revenues to provide special municipal services to the proposed special service area; the maximum rate of such taxes to be extended in any year within the proposed special service area which shall not exceed the amount necessary to produce a maximum annual tax levy of$1,150,000 in accordance with the special tax roll referred to below, and (ii) the issuance of special tax bonds in an aggregate principal amount not to exceed $10,000,000 at an interest rate of not to exceed the greater of nine percent (9%) per annum or 125% of the rate for the most recent date shown in the 20 G.O. Bonds Index of average municipal bond yields as published in the most recent edition of The Bond Buyer, published in New York, New York, at the time the contract is made for the sale of the bonds, and to mature within thirty (30) years from the date of their issuance. The bonds, if issued, shall be retired by the levy of an annual tax established pursuant to a special tax roll to pay the interest on such bonds as it falls due and to discharge the principal thereof at maturity and to pay the costs of administration and maintenance of the special service area, said tax to be levied upon all taxable property within the proposed special service area. At the hearing, all interested persons affected by the formation of such special service area, including all persons owning taxable real estate therein, may file written objections to and be heard orally regarding the formation of and the boundaries of the special service area, the issuance of bonds and the levy of taxes affecting the area. The hearing may be adjourned by the City Council without further notice other than a motion to be entered upon the minutes of its meeting fixing the time and place of its adjournment. If a petition signed by at least 51% of the electors residing within the City of Yorkville Special Service Area Number 2004-105 South Grande Reserve and by at least 51% of the owners of record of the land included within the boundaries of the City of Yorkville Special Service Area Number 2004-105 South Grande Reserve is filed with the City Clerk of the City of Yorkville within 60 days following the final adjournment of the public hearing objecting to the creation of the special service area, the issuance of bonds for the provision of special services to the area or the levy of taxes affecting the area, no such area may be created and no such bonds may be issued or taxes levied or imposed. 2 • A Exhibit 1 to Notice GRANDE RESERVE SOUTH REGION THAT PART OF SECTIONS 15, 22 AND 23, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 15 WITH THE TANGENT OF THE CENTERLINE OF STATE AID ROUTE 20 AS ESTABLISHED BY INSTRUMENT RECORDED MAY 12, 1952 AS DOCUMENT 125479; THENCE WESTERLY. ALONG SAID TANGENT 185.32 FEET; THENCE SOUTH 17 DEGREES 20 MINUTES 0 SECONDS EAST TO THE CENTERLINE OF SAID STATE AID ROUTE 20; THENCE SOUTH 17 DEGREES 20 MINUTES 0 SECONDS EAST 1303.46 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 17 DEGREES 20 MINUTES 0 SECONDS WEST 113.8 FEET; THENCE SOUTH 77 DEGREES 08 MINUTES 0 SECONDS WEST 428.4 FEET; THENCE NORTH 17 DEGREES 28 MINUTES 0 SECONDS WEST 1370.9 FEET TO THE CENTERLINE OF STATE AID ROUTE 20; THENCE NORTH 81 DEGREES 05 MINUTES 0 SECONDS WEST ALONG SAID CENTERLINE 254.26 FEET TO A POINT 194.7 FEET EASTERLY AS MEASURED ALONG SAID CENTERLINE OF THE NORTHEAST CORNER OF ERICKSON'S SUBDIVISION; THENCE SOUTHERLY PARALLEL WITH THE EASTERLY LINE OF SAID ERICKSON'S SUBDIVISION, 462 FEET; THENCE WESTERLY PARALLEL WITH THE CENTERLINE OF SAID ROAD 194.7 FEET TO THE EASTERLY LINE OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG SAID EASTERLY LINE TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID SUBDIVISION AND SAID LINE EXTENDED 1785.3 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE SOUTH 0 DEGREES 55 MINUTES 0 SECONDS EAST ALONG SAID WEST LINE 904 FEET; THENCE NORTH 88 DEGREES 03 MINUTES 0 SECONDS EAST 1629 FEET; THENCE SOUTH 36 DEGREES 11 MINUTES 0 SECONDS EAST 2187 FEET; THENCE SOUTH 39 DEGREES 18 MINUTES 0 SECONDS EAST 3776.7 FEET TO THE CENTERLINE OF U. S. ROUTE 34; THENCE NORTHEASTERLY ALONG SAID CENTERLINE 1353 FEET TO THE SOUTHWEST CORNER OF UNIT THREE, RIVER RIDGE; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID UNIT THREE, RIVER RIDGE AND ALONG THE SOUTHWESTERLY LINE OF UNIT TWO, RIVER RIDGE 2686 FEET TO THE NORTHWEST CORNER OF SAID UNIT TWO, RIVER RIDGE; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID UNIT TWO, RIVER RIDGE AND ALONG THE NORTHWESTERLY LINE OF UNIT 7 g -- 3N11 GIVS JO Sf1NIW2]313H1 2103 `3N11 Al2]31S3M aivS 9NO1V a3 df1SV3W SV avoi Aa3NN3)1 JO 3N112131N3O 3H1 JO Al2]31S]MH12JON 1333 00.001.'1. 0N138 INIOd CIIVS `13O21Vd CIIVS JO 3NI1 Al2]31S3M 3H1 NI INIOd V 01 1SS3l 2]O 32]O1AI `1333 t1£176 A12131S3MH1flOS 3ON3H1 `133J Z9'90£ JO 3ONV1S1a V `1S3M SCINO3 S 60 S31f1NIN 9Z S3321030 Z8 HifOS 3O ONI21V38 C12jOH0 V ON1AVH `1333 00'081. 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JO NOIld1230S3a 3H12.I0J SON12Ib'38 JO SISV8 3HI SI HOIHM 1S3M SC1N0O3S 89 S91fNIW OG S33H93a LC H121ON JO ONI21V38 V NO `C]V02j 39412] 101SI2]8 JO 3N112j31N3O 3H1 ONI38 `G lJNn 3NV1 3SIab2Wtfd SS13Nl271S CIIVS JO 3NI1 A12131S3MH1flOS 3H1 ONO1V A12131S3MH12]ON 3ON3H1 !I. 1Wfl 3NV1 3SIGH1Vd S,13Nf12I1S JO 2:13N210O 1S3MH1rIOS 3H1 IV 9NION31/10100 :3NI1 038IHOS3a ONIM0110J 3H1 JO Al2:13H1210N ONIA112IVd IVH113O27Vd albs 1A1021d 1d3OX3 'SIONI111 'AIN(lOO 11VQN3N `10151218 JO dIHSNM013H1 NI `9NINN1938 JO INIOd 3H1 01133J L17801. IS3M SaN0O3S 0 S3If1NIW 01. S332]93C] 69 H1(lOS 3ON3H1 !)NINNI938 JO 1N1Od 3H1 W02j3 1SV3 SaN003S 0 S31f1NIW 01. 5332793(1 69 H12]ON NMV O 3NI1 V 011333 9"9981. 3NI12]31N3O (]IHS 9NO1V A12131S3MH1,2]ON 30N3H1 `OZ 3182 J C]IV 31VIS JO 3N112j31N30 3H101133d 3t7"t38 39012] 2]3Al2] `3N0 GRANDE RESERVE SOUTH REGION THAT PART OF SECTIONS 15, 22 AND 23, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE POINT OF INTERSECTION OF THE NORTH AND SOUTH CENTERLINE OF SAID SECTION 15 WITH THE TANGENT OF THE CENTERLINE OF STATE AID ROUTE 20 AS ESTABLISHED BY INSTRUMENT RECORDED MAY 12, 1952 AS DOCUMENT 125479; THENCE WESTERLY ALONG SAID TANGENT 185.32 FEET; THENCE SOUTH 17 DEGREES 20 MINUTES 0 SECONDS EAST TO THE CENTERLINE OF SAID STATE AID ROUTE 20; THENCE SOUTH 17 DEGREES 20 MINUTES 0 SECONDS EAST 1303.46 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 17 DEGREES 20 MINUTES 0 SECONDS WEST 113.8 FEET; THENCE SOUTH 77 DEGREES 08 MINUTES 0 SECONDS WEST 428.4 FEET; THENCE NORTH 17 DEGREES 28 MINUTES 0 SECONDS WEST 1370.9 FEET TO THE CENTERLINE OF STATE AID ROUTE 20; THENCE NORTH 81 DEGREES 05 MINUTES 0 SECONDS WEST ALONG SAID CENTERLINE 254.26 FEET TO A POINT 194.7 FEET EASTERLY AS MEASURED ALONG SAID CENTERLINE OF THE NORTHEAST CORNER OF ERICKSON'S SUBDIVISION; THENCE SOUTHERLY PARALLEL WITH THE EASTERLY LINE OF SAID ERICKSON'S SUBDIVISION, 462 FEET; THENCE WESTERLY PARALLEL WITH THE CENTERLINE OF SAID ROAD 194.7 FEET TO THE EASTERLY LINE OF SAID SUBDIVISION; THENCE SOUTHERLY ALONG SAID EASTERLY LINE TO THE SOUTHEAST CORNER OF SAID SUBDIVISION; THENCE WESTERLY ALONG THE SOUTHERLY LINE OF SAID SUBDIVISION AND SAID LINE EXTENDED 1785.3 FEET TO A POINT ON THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 15; THENCE SOUTH 0 DEGREES 55 MINUTES 0 SECONDS EAST ALONG SAID WEST LINE 904 FEET; THENCE NORTH 88 DEGREES 03 MINUTES 0 SECONDS EAST 1629 FEET; THENCE SOUTH 36 DEGREES 11 MINUTES 0 SECONDS EAST 2187 FEET; THENCE SOUTH 39 DEGREES 18 MINUTES 0 SECONDS EAST 3776.7 FEET TO THE CENTERLINE OF U. S. ROUTE 34; THENCE NORTHEASTERLY ALONG SAID CENTERLINE 1353 FEET TO THE SOUTHWEST CORNER OF UNIT THREE, RIVER RIDGE; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID UNIT THREE, RIVER RIDGE AND ALONG THE SOUTHWESTERLY LINE OF UNIT TWO, RIVER RIDGE 2686 FEET TO THE NORTHWEST CORNER OF SAID UNIT TWO, RIVER RIDGE; THENCE NORTHEASTERLY ALONG THE NORTHWESTERLY LINE OF SAID UNIT TWO, RIVER RIDGE AND ALONG THE NORTHWESTERLY LINE OF UNIT 7 ONE, RIVER RIDGE 824.42 FEET TO THE CENTERLINE OF STATE AID ROUTE 20; THENCE NORTHWESTERLY ALONG SAID CENTERLINE 1886.5 FEET TO A LINE DRAWN NORTH 69 DEGREES 10 MINUTES 0 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 69 DEGREES 10 MINUTES 0 SECONDS WEST 1084.7 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. EXCEPT FROM SAID PARCEL THAT PART LYING NORTHERLY OF THE FOLLOWING DESCRIBED LINE: COMMENCING AT THE SOUTHWEST CORNER OF STRUKEL'S PARADISE LAKE UNIT 1; THENCE NORTHWESTERLY ALONG THE SOUTHWESTERLY LINE OF SAID STRUKEL'S PARADISE LAKE UNIT 1, BEING THE CENTERLINE OF BRISTOL RIDGE ROAD, ON A BEARING OF NORTH 37 DEGREES 10 MINUTES 58 SECONDS WEST WHICH IS THE BASIS OF BEARINGS FOR THE DESCRIPTION OF THIS LINE, A DISTANCE OF 230.00 FEET; THENCE SOUTH 52 DEGREES 49 MINUTES 02 SECONDS WEST 50.00 FEET; THENCE SOUTH 67 DEGREES 14 MINUTES 17 SECONDS WEST 361.39 FEET; THENCE NORTH 58 DEGREES 13 MINUTES 13 SECONDS WEST 139.28 FEET; THENCE SOUTH 84 DEGREES 25 MINUTES 29 SECONDS WEST 152.64 FEET; THENCE SOUTH 40 DEGREES 17 MINUTES 18 SECONDS WEST 92.20 FEET; THENCE SOUTH 40 DEGREES 43 MINUTES 21 SECONDS WEST 71.59 FEET; THENCE NORTH 70 DEGREES 52 MINUTES 22 SECONDS WEST 180.28 FEET; THENCE SOUTH 68 DEGREES 04 MINUTES 20 SECONDS WEST 570.09 FEET; THENCE NORTH 83 DEGREES 13 MINUTES 28 SECONDS WEST 194.49 FEET; THENCE NORTH 80 DEGREES 06 MINUTES 46 SECONDS WEST 293.64 FEET; THENCE SOUTH 79 DEGREES 22 MINUTES 56 SECONDS WEST 178.89 FEET; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTH, HAVING A RADIUS OF 180.00 FEET, HAVING A CHORD BEARING OF SOUTH 82 DEGREES 25 MINUTES 09 SECONDS WEST, A DISTANCE OF 306.52 FEET, THENCE SOUTHWESTERLY 94.34 FEET, MORE OR LESS, TO A POINT IN THE WESTERLY LINE OF SAID PARCEL, SAID POINT BEING 1,100.00 FEET NORTHWESTERLY OF THE CENTERLINE OF KENNEDY ROAD AS MEASURED ALONG SAID WESTERLY LINE, FOR THE TERMINUS OF SAID LINE. 8 Exhibit D to Establishing Ordinance Map of Special Service Area Number 2004-105 South Grande Reserve 011.552565.4 1 CITY LIMITS OF I lit _ UNITED CITY OF YORKVILLE I -.- :'':k^.„ - :•` I 0 , � e,aenTS '`` I N I I : I -4,) ; M \4''))l ' \ !!!!!!!!!!!!!!!!E a 4 : 1.7:11.11 , gneoaan¢¢QP Cnin I y I m )11111141 164ia q 1 4.re4�. q3'�����'S+ 1I V -Tin O \�vy2� I \ I ,_ c Iftrti "{ ,. 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