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Committee of the Whole Packet 2004 08-17-04 �`cs.D C/).,t. United City of Yorkville Il County Seat of Kendall County EST.a‘iii"1836 800 Game Farm Road T U) Yorkville, Illinois 60560 �l Q Phone:630-553-4350 �= Fax:630-553-7575 � AGENDA COMMITTEE OF THE WHOLE Tuesday, August 17, 2004 7:00 p.m. City Conference Room Revised: 8/17/04 Public Hearing: None Presentations: 1. Special Service Area Financing - Pros and Cons by Kevin McCanna and Peter Raphael (8:00 p.m. or later) Detail Board Report (Bill List): Items Recommended by Committee for Consent Agenda: 1. None Mayor: 1. ZBA 2004-11 Duy's Shoes & Sportswear— Sign Variance Request - ZBA 8/4/04 2. ZBA 2004-12 Beaver Street, LLC — Off-Street Parking Variance Request - ZBA 8/4/04 3. Master Facility Plan - COW 8/3/04, 7/20/04, 7/6/04 and 6/15/04 4. Coffee with the Mayor: Congregational Church on August 21st from 9:00 - 11:00 a.m. Economic Development Committee: 1. No Report. Park Board: 1. School District Facility Use a. Final Summary of Use for FY 03/04 b. Calendar Request for School Use for FY 04/05 2. Preschool Contract for Congregational Church - Pk Bd 8/9/04 3. RFP for Parks Maintenance Facility - Pk Bd 8/9/04 Page 2 Committee of the Whole August 17, 2004 Public Works Committee: 1. Windett Ridge - Nicor Easement Request 2. Subdivision Standards Ordinance Public Safety Committee: 1. None Administration Committee: 1. Resolution for Feasibility Study for Countryside Center TIF - Admin 8/12/04 2. IMRF Employer Contribution Rate — Committee Recommended Option 2 - Admin 8/12/04 Additional Business: ,/ /,,,,'ce-',?0°24:-, :/ A Presentation to : .14. ' ill0h, .;-- �// aiarz �ztx ith 1 , _ ItSpeer Financial Services A Special Service Area Financing - Pros and Cons ,kw ,,„ Peter J. Raphael Kevin McCanna 312-364-8386 312-780-2279 praphael@williamblair.com kmccanna@speerfinancial.com August, 2004 - Special Service Areas - Pros and Cons United City of Yorkville Pro Con • Capital Improvement Programs • Additional administrative burden can be accelerated • Homeowner inquiries and complaints • Can provide jump start to Commercial Corridor Infrastructure ' Higher overall tax burden • Comprehensive plan for funding and ' Lack of understanding in the broker constructing public improvements can community be negotiated and executed through • Possible lack of disclosure to this financing vehicle subsequent homeowners • Increased control • Only the property owners that benefit are taxed Alami/aax 4- ,cin in y. 2 Special Service Areas - Pros and Cons Homeowner Pro Con • Optional Participation • Higher real estate taxes • Prepayable at any time • Resale • Lower down payment = more (market acceptance and pricing) purchasing power • Total monthly payments similar to conventional mortgage where infrastructure is included in the price of the home • Gives the homeowner the flexibility of assuming the long-term, tax exempt rate financing or paying it off dl caanz lJkcx. 4 (am ian y® 3 eJ�`�E `T 0 United City of Yorkville Memorandum ESL ,iiik,'-:.,836 800 Game Farm Road Yorkville, Illinois, 60560 o t Telephone: 630-553-4350 9 `12 I Fax: 630-553-7575 Date: August 17, 2004 To: Mayor and City Council From: Traci Pleckham - Finance Director CC: Treasurer Powell, Department Heads Subject: Detail Board Report Update On page 1 of the Detail Board Report (Invoices due on/before 8/24/04), the $392.00 invoice to American Public Works Association should be removed. This invoice was paid on page 10 (item #19) through Elan Financial Services. The revised bill list total should be $657,872.36. UNITED CITY OF YORKVILLE PAYROLL SUMMARY PAY PERIOD ENDING 08/07/04 Revised 8/17/04 SOCIAL REGULAR OVERTIME TOTAL SECURITY IMRF TOTALS ADMINISTRATION $17,837.06 $0.00 $17,837.06 $1,364.53 $1,637.60 $20,839.19 ENGINEERING $9,240.90 $41.13 $9,282.03 $710.06 $934.70 $10,926.79 POLICE $45,598.49 $377.22 $45,975.71 $3,517.17 $287.47 $49,780.35 PUBLIC WORKS $18,815.03 $837.43 $19,652.46 $1,503.45 $1,799.14 $22,955.05 LIBRARY $5,283.93 $0.00 $5,283.93 $404.20 $330.62 $6,018.75 RECREATION $10,114.47 $0.00 $10,114.47 $773.77 $635.12 $11,523.36 PARKS $12,748.84 $102.86 $12,851.70 $983.15 $951.00 $14,785.85 TOTALS $119,638.72 $1,358.64 $120,997.36 $9,256.33 $6,575.65 $136,829.34 TOTAL INVOICES 8/24/2004 $657,872.36 TOTAL PAYROLL 8/7/2004 $136,829.34 TOTAL DISBURSEMENTS $794,701.70 =`��a c`'`o United City of Yorkville Memorandum • ' 'At 800 Game Farm Road EST =--rithi 1836` Yorkville, Illinois, 60560 o (I � Telephone: 630-553-4350 ��° Fax: 630-553-7575 1<C E lV Date: August 13, 2004 To: Mayor & City Council Department Heads From: Lori Thomas - Accounting Clerk Subject: Additional information for Committee of the Whole Packet- August 17, 2004 Attached please find the bill list. Please add this information to your Committee of the Whole packet. • 0 i • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR 4 DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT AKKRAMER ATTORNEY DANIEL J. KRAMER 072804 07/28/04 01 ADMIN-LEGAL 01-110-61-00-5300 07/28/04 50.00 LEGAL SERVICES INVOICE TOTAL: 50.00 VENDOR TOTAL: 50.00 AMERPUB AMERICAN PUBLIC WORKS ASSOC 93034 05/10/04 01 WATER OPERATIONS-MEMBERSHIP 51-000-64-00-5600 00202016 08/24/04 392.00 DUES 02 DUES-DHUSE,MOORE,SORENSEN ** COMMENT ** 03 & SLEEZER ** COMMENT ** INVOICE TOTAL: 392.00 VENDOR TOTAL: 392.00 AMOCO BP AMOCO OIL COMPANY 5902009801408 08/08/04 01 STREETS-7/9-8/08 CHARGES 01-410-65-00-5812 08/24/04 677.54 GASOLINE 02 WATER OP-7/9-8/08 CHARGES 51-000-65-00-5812 677.54 GASOLINE 03 SEWER OP-7/9-8/08 CHARGES 52-000-65-00-5812 677.55 GASOLINE INVOICE TOTAL: 2,032.63 VENDOR TOTAL: 2,032.63 ATT AT&T 072404-4350 07/24/04 01 ADMIN-LONG DISTANCE 01-110-62-00-5436 08/24/04 147.63 TELEPHONE 02 POLICE-LONG DISTANCE 01-210-62-00-5436 147.63 TELEPHONE 03 WATER OPERATIONS-LONG DISTANCE 51-000-62-00-5436 147.64 TELEPHONE INVOICE TOTAL: 442.90 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ATT AT&T 072504-2965 07/25/04 01 ADMIN-LONG DISTANCE 01-110-62-00-5436 08/24/04 11.82 TELEPHONE 02 POLICE-LONG DISTANCE 01-210-62-00-5436 11.82 TELEPHONE 03 WATER OPERATIONS-LONG DISTANCE 51-000-62-00-5436 11.83 TELEPHONE INVOICE TOTAL: 35.47 VENDOR TOTAL: 478.37 AURBLA AURORA BLACKTOP 081304EEI 08/13/04 01 STREETS-PYMT # 2 01-410-75-00-7099 08/24/04 363,735.41 BRISTOL RIDGE ROAD INVOICE TOTAL: 363,735.41 14363 08/03/04 01 MFT-HOT MIX SURFACE 22.13 T 15-000-75-00-7111 00202033 08/24/04 597.51 HOT PATCH INVOICE TOTAL: 597.51 VENDOR TOTAL: 364,332.92 BANKONE CARDMEMBER SERVICES 081104 08/11/04 01 POLICE-MEETING FOR BOARD OF 01-210-64-00-5605 00302661 08/24/04 24.70 TRAVEL EXPENSES 02 FIRE & POLICE ** COMMENT ** 03 POLICE 01-210-65-00-5812 26.45 GASOLINE 04 POLICE-LODGING,GAS& MEALS DARE 01-210-64-00-5605 250.35 TRAVEL EXPENSES 05 POLICE-MEETING W/S KLINE 01-210-64-00-5605 16.19 TRAVEL EXPENSES 06 MISC ITEM 01-110-65-00-5804 15.48 OPERATING SUPPLIES INVOICE TOTAL: 333.17 VENDOR TOTAL: 333.17 r • i • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT BRENART BRENART EYE CLINIC 415177 08/04/04 01 POLICE-EYE EXAM 01-210-62-00-5430 08/24/04 40.00 HEALTH SERVICES INVOICE TOTAL: 40.00 VENDOR TOTAL: 40.00 CALVG CALVERT, GLENN 080304 08/03/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 546.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 546.00 VENDOR TOTAL: 546.00 CBI CB&I 080904EEI 08/09/04 01 WATER IMPROVEMENT-EST # 6 41-000-61-00-5408 08/24/04 106,875.00 CENTRAL ZONE - CONTRACT C INVOICE TOTAL: 106,875.00 VENDOR TOTAL: 106,875.00 CENLIME CENTRAL LIMESTONE COMPANY, INC 1044 07/31/04 01 STREETS-9.45 TON - AGLIME-B 01-410-65-00-5817 00202051 08/24/04 18.90 GRAVEL 02 WATER OP-68.78 TON- CA-6 51-000-65-00-5817 271.69 GRAVEL INVOICE TOTAL: 290.59 VENDOR TOTAL: 290.59 CINTAS CINTAS FIRST AID & SAFETY 0343226091 08/04/04 01 STREETS-ANTISEPTIC,ELASTIC 01-410-65-00-5804 00020195 08/24/04 33.72 OPERATING SUPPLIES 02 STRIPS & ANTACID ** COMMENT ** INVOICE TOTAL: 33.72 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 4 I TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT CINTAS CINTAS FIRST AID & SAFETY 0343226092 08/04/04 01 ADMIN-ANTISEPTIC WIPES,LENS 01-110-65-00-5804 08/24/04 38.40 OPERATING SUPPLIES 02 TOWELETTS,IBUPROFEN TABS & ** COMMENT ** 03 ANTIBIOTIC ** COMMENT ** INVOICE TOTAL: 38.40 VENDOR TOTAL: 72.12 CLEANSWP CLEAN SWEEP SWEEPING SERV. 992 07/02/04 01 STREETS-1/2 DAY ST SWEEPER 01-410-65-00-5804 00202053 08/24/04 410.00 OPERATING SUPPLIES INVOICE TOTAL: 410.00 VENDOR TOTAL: 410.00 COMDIR COMMUNICATIONS DIRECT INC 64168 07/30/04 01 POLICE-LABOR REPAIR FOR CAMERA 01-210-62-00-5408 00302677 08/24/04 177.80 MAINTENANCE - EQUIPMENT 02 VAULT & OVERHEAD COUNCIL-M11 ** COMMENT ** INVOICE TOTAL: 177.80 64169 07/30/04 01 POLICE-REINSTALLED REPAIRED 01-210-62-00-5409 08/24/04 55.00 MAINTENANCE - VEHICLES 02 CAMERA IN SQUAD Mil ** COMMENT ** INVOICE TOTAL: 55.00 64355 07/30/04 01 POLICE-LIGHT BAR FLASHER 01-210-62-00-5409 00302671 08/24/04 199.50 MAINTENANCE - VEHICLES INVOICE TOTAL: 199.50 71604 08/03/04 01 POLICE-HI-CAP & NICD BATTERIES 01-210-62-00-5408 00302670 08/24/04 195.00 MAINTENANCE - EQUIPMENT INVOICE TOTAL: 195.00 VENDOR TOTAL: 627.30 • • • • S • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT CONED COMMONWEALTH EDISON 072804-8036 07/28/04 01 STREETS-WATER & SEWAGE PUMP 01-410-62-00-5435 00202054 08/24/04 146.94 ELECTRICITY 02 SVC-1908 RAINTREE-JULY ** COMMENT ** INVOICE TOTAL: 146.94 072904-1005 07/29/04 01 STREETS-RIVERFRONT PARK 01-410-62-00-5435 00202054 08/24/04 137.17 ELECTRICITY INVOICE TOTAL: 137.17 072904-2014 07/29/04 01 STREETS-BEECHER COMM PARK 01-410-62-00-5435 00202054 08/24/04 14.82 ELECTRICITY INVOICE TOTAL: 14.82 072904-6002 07/29/04 01 STREETS-LIGHTING-JULY 01-410-62-00-5435 00202054 08/24/04 1,801.71 ELECTRICITY INVOICE TOTAL: 1,801.71 072904-6018 07/29/04 01 STREETS-CONCESSION STAND 01-410-62-00-5435 00202054 08/24/04 219.86 ELECTRICITY INVOICE TOTAL: 219.86 073004-2114 07/30/04 01 STREETS-HWY & TRAFFIC LIGHT 01-410-62-00-5435 00202054 08/24/04 165.78 ELECTRICITY 02 7 COUNTRYSIDE PKWY ** COMMENT ** INVOICE TOTAL: 165.78 073004-4009 07/30/04 01 STREETS-HWY & TRAFFIC LIGHT 01-410-62-00-5435 00202054 08/24/04 92.49 ELECTRICITY 02 1 MCHUGH RD-MENARDS ** COMMENT ** INVOICE TOTAL: 92.49 073004-6081 07/30/04 01 STREETS-HWY & TRAFFICE LIGHT 01-410-62-00-5435 00202054 08/24/04 191.10 ELECTRICITY 02 1 COUNTRYSIDE PKWY-MENARDS ** COMMENT ** INVOICE TOTAL: 191.10 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT COMED COMMONWEALTH EDISON 080204-0083 08/02/04 01 STREETS-2041 RAINTREE RD LITE 01-410-62-00-5435 00202054 08/24/04 5.84 ELECTRICITY INVOICE TOTAL: 5.84 080204-2011 08/02/04 01 STREETS-2021 RAINTREE RD LITE 01-410-62-00-5435 00202054 08/24/04 5.84 ELECTRICITY INVOICE TOTAL: 5.84 080204-3015 08/02/04 01 STREETS-1957 RAINTREE RD LITE 01-410-62-00-5435 00202054 08/24/04 5.74 ELECTRICITY INVOICE TOTAL: 5.74 080204-8058 08/02/04 01 STREETS-1921 RAINTREE RD LITE 01-410-62-00-5435 00202054 08/24/04 5.84 ELECTRICITY INVOICE TOTAL: 5.84 080204-9019 08/02/04 01 STREETS-4600 N BRIDGE ST 01-410-62-00-5435 00202054 08/24/04 24.13 ELECTRICITY 02 WATER STORAGE TANK ** COMMENT ** INVOICE TOTAL: 24.13 080204-9039 08/02/04 01 STREETS-1902 WESTON WAY LITE 01-410-62-00-5435 00202054 08/24/04 5.84 ELECTRICITY INVOICE TOTAL: 5.84 VENDOR TOTAL: 2,823.10 COYPETTY CITY OF YORKVILLE PETTY CASH 081304CTY 08/13/04 01 WATER OP-RELEASE WATER LIEN 51-000-65-00-5804 08/24/04 21.00 OPERATING SUPPLIES 02 KENDALL COUNTY FEE ** COMMENT ** 03 ADMIN-SOAP,CUPS & CREAMER 01-110-65-00-5804 14.42 OPERATING SUPPLIES 04 ADMIN-CUPS,NAPKINS,FORKS 01-110-65-00-5804 18.96 OPERATING SUPPLIES • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT COYPETTY CITY OF YORKVILLE PETTY CASH 081304CTY 08/13/04 05 PAPER TOWELS & CREAMER ** COMMENT ** 08/24/04 06 ENGINEERING-TOTES FOR TRUCKS 01-150-62-00-5409 6.36 MAINTENANCE-VEHICLES INVOICE TOTAL: 60.74 VENDOR TOTAL: 60.74 DELAND DELANEY, DAVID 062104 07/30/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 572.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 572.00 073004 07/30/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 136.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 136.00 VENDOR TOTAL: 708.00 DEPO DEPO COURT REPORTING SERVICE 11191 07/30/04 01 ADMIN-5/25 CITY COUNCIL 01-110-62-00-5401 08/24/04 267.75 CONTRACTUAL SERVICES 02 MEETING MINUTES ** COMMENT ** INVOICE TOTAL: 267.75 VENDOR TOTAL: 267.75 DFS DOJE'S FORENSIC SUPPLIES 10936 07/30/04 01 POLICE-FORENSIC LIGHT SOURCE, 01-210-65-00-5804 00302630 08/24/04 1,565.20 OPERATING SUPPLIES 02 SHOE COVERS,PHOTOEVIDENCE ** COMMENT ** 03 NUMBERS,BLOOD DETECTION KITS, ** COMMENT ** 04 PRINT POWDERS,MAGNETIC POWDERS ** COMMENT ** 05 FINGERPRINT BRUSHES,UV HEAT ** COMMENT ** 06 GUARD COVERS,UV FIXTURES, ** COMMENT ** DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DFS DOJE'S FORENSIC SUPPLIES 10936 07/30/04 07 DISPOSABLE TWEEZERS ** COMMENT ** 00302630 08/24/04 INVOICE TOTAL: 1,565.20 10954 08/06/04 01 POLICE-ORGANIC VAPOR RESPIRATO 01-210-65-00-5804 00302630 08/24/04 27.95 OPERATING SUPPLIES INVOICE TOTAL: 27.95 VENDOR TOTAL: 1,593.15 DIEDR DIEDERICH, RONALD 072904 07/29/04 01 ADMIN-VISION ASSISTANCE 01-110-50-00-5205 08/24/04 89.31 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 89.31 VENDOR TOTAL: 89.31 DREYER DREYER MEDICAL CLINIC 080704PD 08/07/04 01 POLICE-3 PHYSICAL EXAMS 01-210-62-00-5430 00302686 08/24/04 965.00 HEALTH SERVICES INVOICE TOTAL: 965.00 VENDOR TOTAL: 965.00 EAGLE EAGLE BROOK SERVICES, LLC 1224 06/03/04 01 FORCE MOW @ 1636 WALSH 01-000-13-00-1372 OB/24/04 90.00 A/R - OTHER INVOICE TOTAL: 90.00 VENDOR TOTAL: 90.00 EEI ENGINEERING ENTERPRISES, INC. 28266 02/19/04 01 BRISTOL CLUB-FINAL PLAT REVIEW 01-000-13-00-1372 08/24/04 1,443.00 A/R - OTHER INVOICE TOTAL: 1,443.00 VENDOR TOTAL: 1,443.00 • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ELAN ELAN FINANCIAL SERVICES 080304 08/03/04 01 ADMIN-AOL SERVICE 01-110-62-00-5436 00302666 08/24/04 23.90 TELEPHONE 02 ENGINEERING-WCC CAD SKILLS 01-150-64-00-5604 188.00 TRAINING & CONFERENCES 03 POLICE-AOL SERVICE 01-210-62-00-5436 23.90 TELEPHONE 04 REC-KANE COUNTY COUGARS 01-000-13-00-1372 46.50 A/R - OTHER 05 WATER OP-CELL PHONE REPAIR 51-000-62-00-5438 58.71 CELLULAR TELEPHONE 06 WATER OP-CELL PHONE BATTERY 51-000-62-00-5438 64.04 CELLULAR TELEPHONE 07 SEWER OP-PW CHAIR 52-000-75-00-7003 106.74 OFFICE EQUIPMENT 08 WATER OP-AOL SERVICE 51-000-62-00-5436 23.90 TELEPHONE 09 REC-SATOR SPORTS 01-000-13-00-1372 271.28 A/R - OTHER 10 POLICE-HELLAND SRO CONF-MEALS 01-210-64-00-5605 13.03 TRAVEL EXPENSES 11 POLICE-HELLAND SRO CONF-CAR 01-210-64-00-5605 225.09 TRAVEL EXPENSES 12 POLICE-COMPACT FLASH CORD 01-210-62-00-5411 79.89 MAINTENANCE - COMPUTERS 13 POLICE-HELLAND SRO CONF-MEALS 01-210-64-00-5605 23.32 TRAVEL EXPENSES 14 PARK-NATL REC & PR CONE 01-000-13-00-1372 420.00 A/R - OTHER 15 REC-AOL SERVICE 01-000-13-00-1372 23.90 A/R - OTHER 16 PARK-UNITED AIR/SLEEZER 01-000-13-00-1372 344.21 A/R - OTHER 17 PARK-TRAVEL SVD FEE 01-000-13-00-1372 15.00 A/R - OTHER DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ELAN ELAN FINANCIAL SERVICES 080304 08/03/04 18 REC-AOL SERVICE 01-000-13-00-1372 00302666 08/24/04 23.90 A/R - OTHER 19 WATER OP-AMERICAN PW-DUES/3 51-000-64-00-5600 392.00 DUES 20 POLICE-HELLAND SRO CONF-MEALS 01-210-64-00-5605 16.53 TRAVEL EXPENSES 21 ADMIN-WCC-COMPUTER CLASSES 01-110-64-00-5604 341.00 TRAINING & CONFERENCES 22 REC-SATOR SPORTS 01-000-13-00-1372 301.43 A/R - OTHER 23 POLICE-HELLAND SRO CONF-MEALS 01-210-64-00-5605 12.59 TRAVEL EXPENSES 24 POLICE-HELLAND SRO CONE 01-210-64-00-5605 14.51 TRAVEL EXPENSES 25 POLICE-HELLAND SRO CONF-HOTEL 01-210-64-00-5605 984.47 TRAVEL EXPENSES 26 REC-SATOR SPORTS 01-000-13-00-1372 18.20 A/R - OTHER 27 ADMIN-MISC ITEMS 01-110-65-00-5804 30.37 OPERATING SUPPLIES INVOICE TOTAL: 4,086.41 VENDOR TOTAL: 4,086.41 FISHERG FISHER, GAIL 072304 07/23/04 01 BLDG & ZONING-FISHER PROPERTY 01-220-61-00-5300 08/24/04 1,504.00 LEGAL SERVICES 02 BLDG & ZONING-PLANNING FEES 01-220-62-00-5401 4,836.25 CONTRACTUAL SERVICES INVOICE TOTAL: 6,340.25 VENDOR TOTAL: 6,340.25 FOXRIDGE FOX RIDGE STONE 7123 07/31/04 01 STREETS-27.74 TON CA-15 01-410-65-00-5817 00202052 08/24/04 171.99 GRAVEL INVOICE TOTAL: 171.99 VENDOR TOTAL: 171.99 • . . • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT GALLS GALL'S INC. 5718172300024 08/05/04 01 POLICE-GARRISON BELT BUCKLE 01-210-62-00-5421 08/24/04 5.66 WEARING APPAREL INVOICE TOTAL: 5.66 VENDOR TOTAL: 5.66 GATESG GARY GATES 147 07/21/04 01 STREETS-REIMBURSEMENT OF TREE 01-410-75-00-7102 00202038 08/24/04 1,440.00 TREE & STUMP REMOVAL 02 REMOVAL-3 SM & 1 LG ELM TREES ** COMMENT ** INVOICE TOTAL: 1,440.00 VENDOR TOTAL: 1,440.00 GIPED GIPE, DINA 062304CC 07/30/04 01 ADMIN-6/23 CITY COUNCIL & PLAN 01-110-62-00-5401 08/24/04 70.00 CONTRACTUAL SERVICES 02 COMMISSION MINUTES ** COMMENT ** INVOICE TOTAL: 70.00 071404PC 07/30/04 01 ADMIN-7/14 PLAN COMM MINUTES 01-110-62-00-5401 08/24/04 60.00 CONTRACTUAL SERVICES INVOICE TOTAL: 60.00 VENDOR TOTAL: 130.00 GRAINCO GRAINCO FS. , INC. 073104 07/31/04 01 WATER OP-FUEL 51-000-65-00-5812 00202035 08/24/04 302.94 GASOLINE 02 WATER OP-TIRE REPAIR/PARTS 51-000-62-00-5408 196.34 MAINTENANCE-EQUIPMENT 03 WATER OP-CHEMICAL/LP 51-000-65-00-5804 185.20 OPERATING SUPPLIES INVOICE TOTAL: 684.48 VENDOR TOTAL: 684.48 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT GROESCHB GROESCH, BARRY 081204 08/12/04 01 ADMIN-VISION ASSISTANCE 01-110-50-00-5205 08/24/04 170.40 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 170.40 VENDOR TOTAL: 170.40 HACH HACH COMPANY 3936187 07/21/04 01 WATER OP-CHLORINE POWDER 51-000-65-00-5822 00020193 08/24/04 93.00 WATER SAMPLES INVOICE TOTAL: 93.00 VENDOR TOTAL: 93.00 HELLANDJ HELLAND, JONATHON 072604 08/09/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 68.20 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 68.20 080904 08/09/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 5.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 5.00 VENDOR TOTAL: 73.20 HENNE VERNE HENNE CONSTR. & 24309 07/27/04 01 STREETS-REPAIR BULB TO YELLOW 01-410-62-00-5414 00201994 08/24/04 46.70 MAINTENANCE-TRAFFIC SIGNAL 02 LIGHT N RT 34 & RT 47 ** COMMENT ** INVOICE TOTAL: 46.70 24310 07/27/04 01 STREETS-REPAIR TURN ARROW 01-410-62-00-5414 00020194 08/24/04 150.00 MAINTENANCE-TRAFFIC SIGNAL 02 RT 34 & CANNONBALL TRAIL ** COMMENT ** INVOICE TOTAL: 150.00 1110 . . • ! • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT HENNE VERNE HENNE CONSTR. & 24311 07/27/04 01 STREETS-REPAIR LIGHTS 01-410-62-00-5415 00201994 08/24/04 204.00 MAINTENANCE-STREET LIGHTS 02 SUNFLOWER ESTATES-ASPEN DR ** COMMENT ** INVOICE TOTAL: 204.00 VENDOR TOTAL: 400.70 ICCI INTERNATIONAL CODES 20040802 08/02/04 01 ADMIN-BLDG PERMITS 7/16-7/31 01-110-61-00-5314 08/24/04 31,009.60 BUILDING INSPECTIONS INVOICE TOTAL: 31,009.60 20040805 08/05/04 01 BLDG & ZONING-ADMIN 01-220-62-00-5401 08/24/04 468.75 CONTRACTUAL SERVICES 02 BLDG & ZONING-BILLABLE 01-000-13-00-1372 1,069.75 A/R - OTHER INVOICE TOTAL: 1,538.50 VENDOR TOTAL: 32,548.10 ICE ICE MOUNTAIN 0468105151347 07/31/04 01 POLICE-WATER 01-210-65-00-5804 08/24/04 66.50 OPERATING SUPPLIES INVOICE TOTAL: 66.50 VENDOR TOTAL: 66.50 IDACCESS ID-ACCESS 39 08/06/04 01 POLICE-ID CARD-SCOTT CARTER 01-210-65-00-5804 08/24/04 9.00 OPERATING SUPPLIES INVOICE TOTAL: 9.00 VENDOR TOTAL: 9.00 ILEPAPMT ILLINOIS ENVIRONMENTAL DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ILEPAPMT ILLINOIS ENVIRONMENTAL 10 08/11/04 01 DEBT SVC-WASTEWATER PROJECT 42-000-66-00-6055 08/24/04 53,525.35 LOAN PAYMENT-SSES IEPA L17 INVOICE TOTAL: 53,525.35 VENDOR TOTAL: 53,525.35 JEWEL JEWEL-OSCO 080304PD 08/03/04 01 POLICE-TEA,WATER,CUPS & PLATES 01-210-65-00-5804 08/24/04 99.29 OPERATING SUPPLIES 02 NAPKINS & DOG FOOD ** COMMENT ** INVOICE TOTAL: 99.29 VENDOR TOTAL: 99.29 JULIE JULIE, INC. 07-04-1713 08/02/04 01 WATER OP-JULY SERVICES 51-000-61-00-5303 00202032 08/24/04 709.05 JULIE SERVICE INVOICE TOTAL: 709.05 VENDOR TOTAL: 709.05 KCHHS KENDALL COUNTY HEALTH 072904 07/29/04 01 POLICE-EXAM 01-210-62-00-5429 00302668 08/24/04 250.00 PSYCHOLOGICAL TESTING INVOICE TOTAL: 250.00 VENDOR TOTAL: 250.00 KCREC KENDALL COUNTY RECORD 69 06/30/04 01 ADMIN-EMPLOYMENT ADS 01-110-65-00-5810 08/24/04 368.44 PUBLISHING & ADVERTISING 02 BLDG & ZONING-LEGAL NOTICES 01-220-65-00-5810 250.80 PUBLISHING & ADVERTISING 03 PUBLIC HEARINGS ** COMMENT ** INVOICE TOTAL: 619.24 VENDOR TOTAL: 619.24 • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT KENPR KENDALL PRINTING 12314 07/30/04 01 ADMIN-BUSINESS CARDS BLDG DEPT 01-110-65-00-5809 00102156 08/24/04 375.82 PRINTING & COPYING INVOICE TOTAL: 375.82 12344 08/06/04 01 ADMIN-2 BXS BUSINESS CARDS 01-110-65-00-5809 00102168 08/24/04 79.00 PRINTING & COPYING 02 500 EA-DEPUTY & ACCTG CLERKS ** COMMENT ** INVOICE TOTAL: 79.00 VENDOR TOTAL: 454.82 KOPY KOPY KAT COPIER 78401 07/28/04 01 ADMIN-18 CASES PAPER 01-110-65-00-5802 00102165 08/24/04 450.90 OFFICE SUPPLIES INVOICE TOTAL: 450.90 78418 07/30/04 01 ENGINEERING-COPY CHGS 5/1-7/30 01-150-65-00-5809 08/24/04 220.63 PRINTING & COPYING 02 BLDG & ZONING-COPY CHARGES 01-220-65-00-5809 94.56 PRINTING & COPYING 03 5/1-7/30 - 31,519 COPIES ** COMMENT ** INVOICE TOTAL: 315.19 78419 07/30/04 01 ADMIN-COPY CHARGES 5/1-7/30 01-110-65-00-5809 08/24/04 1,199.26 PRINTING & COPYING 02 119,926 COPIES ** COMMENT ** INVOICE TOTAL: 1,199.26 78420 07/30/04 01 WATER OP-COPY CHARGES-PW 51-000-62-00-5401 08/24/04 28.31 CONTRACUAL SERVICES INVOICE TOTAL: 28.31 78423 07/30/04 01 POLICE-COPIER RENT 01-210-62-00-5410 08/24/04 288.50 MAINT-OFFICE EQUIPMENT INVOICE TOTAL: 288.50 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT KOPY KOPY KAT COPIER 78425 07/30/04 01 POLICE-COPY CHARGES 01-210-62-00-5410 08/24/04 39.92 MAINT-OFFICE EQUIPMENT INVOICE TOTAL: 39.92 78427 07/30/04 01 POLICE-COLOR COPY CHGS 01-210-65-00-5810 08/24/04 268.00 PUBLISHING & ADVERTISING 02 POLICE-COLOR COPY CHGS 01-210-65-00-5809 38.88 PRINTING & COPYING 03 ADMIN-COLOR COPY CHGS 01-110-65-00-5809 354.30 PRINTING & COPYING 04 7,442 B .08 & 6,582 B .01 ** COMMENT ** INVOICE TOTAL: 661.18 VENDOR TOTAL: 2,983.26 KRAFT KRAFT PAPER SALES COMPANY INC 242349-OOA 05/06/04 01 SEWER OPERATIONS-5 SQUEEGEES 52-000-65-00-5805 00102067 08/24/04 26.25 SHOP SUPPLIES 02 SEWER OPERATIONS-WASP SPRAY 52-000-75-00-7004 23.16 SAFETY EQUIPMENT 03 POLICE-2 CASES KLEENEX 01-210-65-00-5804 23.90 OPERATING SUPPLIES INVOICE TOTAL: 73.31 242350-OOA 05/06/04 01 SEWER OPERATIONS-2CS DIAL SOAP 52-000-65-00-5805 00102068 08/24/04 18.41 SHOP SUPPLIES 02 POLICE-11 BOTTLES & TRIGGERS 01-210-65-00-5804 2.75 OPERATING SUPPLIES INVOICE TOTAL: 21.16 242350-01 05/28/04 01 SEWER OPERATIONS-4GL HAND SOAP 52-000-65-00-5805 00102068 08/24/04 40.08 SHOP SUPPLIES INVOICE TOTAL: 40.08 VENDOR TOTAL: 134.55 • • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 15:09:40 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MACKPUMP MACK PUMP AND EQUIPMENT CO INC 054801 08/03/04 01 SEWER OPERATIONS-1 SUMP PUMP 52-000-62-00-5422 00201565 08/24/04 988.00 LIFT STATION MAINTENANCE 02 GAWN LANE-LIFT STATION ** COMMENT ** INVOICE TOTAL: 988.00 VENDOR TOTAL: 988.00 MENLAND MENARDS - YORKVILLE 18177 07/28/04 01 STREETS-3-4PK AA BATTERIES & 01-410-65-00-5804 08/24/04 12.53 OPERATING SUPPLIES 02 2-1PK V BATTERY ** COMMENT ** INVOICE TOTAL: 12.53 18599 07/30/04 01 SEWER OP-QTY 3-3/8" RATCHETS 52-000-65-00-5815 00202031 08/24/04 17.93 HAND TOOLS INVOICE TOTAL: 17.93 19009 08/01/04 01 POLICE-2 GAL CAR WASH & 01-210-65-00-5804 08/24/04 6.79 OPERATING SUPPLIES 02 1 BLK MAGIC TIRE WET ** COMMENT ** INVOICE TOTAL: 6.79 19209 08/02/04 01 SEWER OP-PAPER TOWELS & TISSUE 52-000-65-00-5805 00202031 08/24/04 43.98 SHOP SUPPLIES INVOICE TOTAL: 43.98 19418 08/03/04 01 STREETS-2-4" ROLLER FRAMES & 01-410-65-00-5804 08/24/04 11.68 OPERATING SUPPLIES 02 2-4" HANDCRAFT SYNPOLY & ** COMMENT ** 03 2-3PC WOOD EXTENPOLE ** COMMENT ** INVOICE TOTAL: 11.68 19420 08/03/04 01 SEWER OP-CLEANING SUPPLIES 52-000-65-00-5805 00202031 08/24/04 38.13 SHOP SUPPLIES DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MENLAND MENARDS - YORKVILLE 19420 08/03/04 02 2 BUCKETS,PUTTY KNIFE,SPONGES, ** COMMENT ** 00202031 08/24/04 03 SPACKLE & CLEANERS ** COMMENT ** INVOICE TOTAL: 38.13 19423 08/03/04 01 WATER OP-WATER RESISTANT TIMER 51-000-65-00-5804 08/24/04 27.59 OPERATING SUPPLIES 02 TOWELS,BATTERIES & CLEAN WIPES ** COMMENT ** INVOICE TOTAL: 27.59 19471 08/03/04 01 SEWER OP-PAINT & SUPPLIES 52-000-65-00-5805 00202031 08/24/04 82.12 SHOP SUPPLIES INVOICE TOTAL: 82.12 19612 08/04/04 01 STREETS-3 GAL TANK SPRAYER & 01-410-65-00-5804 08/24/04 47.74 OPERATING SUPPLIES 02 2 SHOVELS ** COMMENT ** INVOICE TOTAL: 47.74 19617 08/04/04 01 ENGINEERING-TIMER ** CREDIT 01-150-65-00-5801 08/24/04 -17.90 ENGINEERING SUPPLIES INVOICE TOTAL: -17.90 19631 08/04/04 01 WATER OP-CLEANING SUPPLIES & 51-000-65-00-5804 08/24/04 19.53 OPERATING SUPPLIES 02 IRON HOLD BAGS ** COMMENT ** INVOICE TOTAL: 19.53 19671 08/04/04 01 WATER OP-40' GREEN CORD 51-000-65-00-5804 08/24/04 3.99 OPERATING SUPPLIES INVOICE TOTAL: 3.99 19819 08/05/04 01 WATER OP-8 PK AA BATTERIES 51-000-65-00-5804 08/24/04 6.79 OPERATING SUPPLIES INVOICE TOTAL: 6.79 • • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MENLAND MENARDS - YORKVILLE 20043 08/06/04 01 WATER OP-4PK AAA BATTERIES 51-000-65-00-5804 08/24/04 3.41 OPERATING SUPPLIES 02 DUCT SEALING COMPOUND ** COMMENT ** INVOICE TOTAL: 3.41 20085 08/06/04 01 WATER OP-8 GAVL COUPLINGS 51-000-65-00-5804 08/24/04 15.92 OPERATING SUPPLIES INVOICE TOTAL: 15.92 VENDOR TOTAL: 320.23 MIDAM MID AMERICAN WATER 130164A 07/26/04 01 WATER OP-6 TAPPING GREASE 51-000-65-00-5804 00201942 08/24/04 120.00 OPERATING SUPPLIES INVOICE TOTAL: 120.00 VENDOR TOTAL: 120.00 MOOREJ MOORE, JOE 080204 08/04/04 01 ADMIN-VISION ASSISTANCE 01-110-50-00-5205 08/24/04 20.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 20.00 080404 08/04/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 39.11 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 39.11 VENDOR TOTAL: 59.11 MSI MUNICIPAL SOFTWARE INC. 19551 08/02/04 01 ADMIN-1 DAY ON-SITE TRAINING 01-110-64-00-5604 08/24/04 199.00 TRAINING & CONFERENCES INVOICE TOTAL: 199.00 VENDOR TOTAL: 199.00 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MUNCLRK MUNICIPAL CLERKS OF ILLINOIS 081204 08/12/04 01 ADMIN-CLERK DUES 01-110-64-00-5600 08/24/04 20.00 DUES 02 ADMIN-MUNICIPAL CLERK MANUAL 01-110-65-00-5804 40.00 OPERATING SUPPLIES INVOICE TOTAL: 60.00 VENDOR TOTAL: 60.00 NANCO NANCO SALES COMPANY, INC. 4034 08/06/04 01 ADMIN-1000 CUPS 01-110-65-00-5804 08/24/04 22.43 OPERATING SUPPLIES 02 POLICE-1000 CUPS 01-210-65-00-5804 22.43 OPERATING SUPPLIES INVOICE TOTAL: 44.86 VENDOR TOTAL: 44.86 NATLWTR NATIONAL WATERWORKS, INC. 1487114 07/23/04 01 WATER OP-RUBBER METER WASHERS 51-000-75-00-7508 00020141 08/24/04 163.11 METERS & PARTS 02 1000 GAUGE WIRE ** COMMENT ** INVOICE TOTAL: 163.11 1504517 07/21/04 01 WATER OP-METER PARTS 51-000-75-00-7508 00201941 08/24/04 27.96 METERS & PARTS INVOICE TOTAL: 27.96 1506206 07/22/04 01 WATER OP-ADAPTERS 51-000-75-00-7508 00201941 08/24/04 56.00 METERS & PARTS INVOICE TOTAL: 56.00 1511285 07/22/04 01 WATER OP-FLANGES 51-000-75-00-7508 00201941 08/24/04 27.93 METERS & PARTS INVOICE TOTAL: 27.93 • • • • . • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT NATLWTR NATIONAL WATERWORKS, INC. 1511378 07/29/04 01 WATER OP-CK VALVE GLOBE 51-000-75-00-7508 00201941 08/24/04 730.00 METERS & PARTS INVOICE TOTAL: 730.00 1523042 07/30/04 01 WATER OP-METERS & PARTS 51-000-75-00-7508 00201941 08/24/04 7,993.36 METERS & PARTS INVOICE TOTAL: 7,993.36 1523758 07/30/04 01 WATER OP-CURB BOX LIDS 51-000-75-00-7508 00201941 08/24/04 116.55 METERS & PARTS INVOICE TOTAL: 116.55 VENDOR TOTAL: 9,114.91 NEBS NEBS 9920320241-3 08/04/04 01 ADMIN-PAYROLL CHECKS 01-110-65-00-5809 00102167 08/24/04 164.41 PRINTING & COPYING INVOICE TOTAL: 164.41 VENDOR TOTAL: 164.41 NEENAH NEENAH FOUNDRY CO. 745693 07/26/04 01 STREETS-2-4" FRAME, 2-7" FRAME 01-410-62-00-5420 00202037 08/24/04 506.00 MAINTENANCE-STORM SEWER 02 & 2 OPEN LIDS/GRATES ** COMMENT ** INVOICE TOTAL: 506.00 VENDOR TOTAL: 506.00 NELSON NELSON ENTERPRISES, INC. 1227-0001 07/31/04 01 ADMIN-ANNUAL EVENTS WSPY-FM 01-110-65-00-5810 00102038 08/24/04 305.00 PUBLISHING & ADVERTISING INVOICE TOTAL: 305.00 VENDOR TOTAL: 305.00 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT NICOR NICOR GAS 080504-3500 08/05/04 01 ADMIN-6/7-8/5 SERVICES 01-110-78-00-9002 08/24/04 109.11 NICOR GAS INVOICE TOTAL: 109.11 080604-4730 08/06/04 01 ADMIN-6/8-8/6 SERVICES 01-110-78-00-9002 08/24/04 48.84 NICOR GAS INVOICE TOTAL: 48.84 080704-1401 08/07/04 01 ADMIN-6/8-8/07 SERVICES 01-110-78-00-9002 08/24/04 135.63 NICOR GAS INVOICE TOTAL: 135.63 VENDOR TOTAL: 293.58 NORWALK NORWALK TANK CO 93400 08/05/04 01 STREETS-1-48" FES GRATE 01-410-62-00-5420 00202030 08/24/04 518.00 MAINTENANCE-STORM SEWER INVOICE TOTAL: 518.00 VENDOR TOTAL: 518.00 OFFWORK OFFICE WORKS 57866I 08/09/04 01 POLICE-12 INK CARTRIDGES, 12PK 01-210-65-00-5802 00302681 08/24/04 179.53 OFFICE SUPPLIES 02 PENS, 3PK PEN REFILLS ** COMMENT ** INVOICE TOTAL: 179.53 VENDOR TOTAL: 179.53 OHERRCOM RAY O'HERRON COMPANY 20504 07/30/04 01 POLICE-BOOTS-SGT HILT 01-210-62-00-5421 00302674 08/24/04 50.00 WEARING APPAREL INVOICE TOTAL: 50.00 VENDOR TOTAL: 50.00 • • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ORRK KATHLEEN FIELD ORR & ASSOC. 11332 08/01/04 01 FOX INDUSTRIAL-2002 & 2003 85-000-78-00-9010 08/24/04 232.50 RESERVE-FUTURE BOND PYMTS 02 ANNUAL TIF REPORTS ** COMMENT ** INVOICE TOTAL: 232.50 VENDOR TOTAL: 232.50 PLECKT PLECKHAM, TRACI 080604 08/06/04 01 ADMIN-DENTAL ASSISTANCE 01-110-50-00-5205 08/24/04 359.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 359.00 VENDOR TOTAL: 359.00 POSTNET POSTNET IL 124 13206 06/24/04 01 ENGINEERING-BLUE PRINTS 01-150-65-00-5809 08/24/04 23.30 PRINTING & COPYING INVOICE TOTAL: 23.30 13311 06/29/04 01 SEWER OP-BLUE PRINTS 52-000-65-00-5804 08/24/04 8.00 OPERATING SUPPLIES INVOICE TOTAL: 8.00 14160 08/04/04 01 ENGINEERING-BLUE PRINTS 01-150-65-00-5809 08/24/04 6.00 PRINTING & COPYING INVOICE TOTAL: 6.00 14229 08/06/04 01 ADMIN-BLUE PRINTS 01-110-65-00-5809 08/24/04 8.00 PRINTING & COPYING INVOICE TOTAL: 8.00 14256 08/09/04 01 ENGINEERING-BLUE PRINTS 01-150-65-00-5809 08/24/04 7.00 PRINTING & COPYING INVOICE TOTAL: 7.00 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT POSTNET POSTNET IL 124 14291 08/10/04 01 ENGINEERING-BLUE PRINTS 01-150-65-00-5809 08/24/04 13.00 PRINTING & COPYING INVOICE TOTAL: 13.00 VENDOR TOTAL: 65.30 PRELUBE PRECISION LUBE 211619 07/06/04 01 POLICE-OIL CHANGE Mil 01-210-62-00-5409 00302615 08/24/04 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 212233 07/20/04 01 POLICE-OIL CHANGE M8 01-210-62-00-5409 00302615 08/24/04 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 212438 07/26/04 01 POLICE-OIL CHANGE M-16 01-210-62-00-5409 00302615 08/24/04 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 212574 07/29/04 01 POLICE-OIL CHANGE M15 01-210-62-00-5409 00302615 08/24/04 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 VENDOR TOTAL: 80.00 PYRAMID PYRAMID SCHOOL PRODUCTS S1003175.001 04/05/04 01 POLICE-5 STOPWATCHES 01-210-65-00-5804 00102092 08/24/04 59.45 OPERATING SUPPLIES INVOICE TOTAL: 59.45 VENDOR TOTAL: 59.45 4UILL QUILL CORPORATION 1020662 07/26/04 01 ADMIN-2 INK CARTRIDGES, 01-110-65-00-5802 00102062 08/24/04 123.66 OFFICE SUPPLIES • • • . . DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT QUILL QUILL CORPORATION 1020662 07/26/04 02 2 RIBBON SPOOLS, SORTER ** COMMENT ** 00102062 08/24/04 03 & WIRE LETTER TRAY ** COMMENT ** 04 WATER OP-MEMO BOOK 51-000-65-00-5804 7.64 OPERATING SUPPLIES INVOICE TOTAL: 131.30 1080576 07/28/04 01 ADMIN-FILE POCKETS,CALCULATOR 01-110-65-00-5802 08/24/04 79.18 OFFICE SUPPLIES 02 ROLLS,BINDING SPIRALS & PAPER ** COMMENT ** INVOICE TOTAL: 79.18 1254589 08/05/04 01 ADMIN-BANKERS BXS,POST-ITS, 01-110-65-00-5802 00102171 08/24/04 80.50 OFFICE SUPPLIES 02 ADD MACHINE TAPE,BINDER CLIPS, ** COMMENT ** 03 MARKERS ** COMMENT ** 04 WATER-WIRE ORGANIZER 51-000-65-00-5804 4.04 OPERATING SUPPLIES INVOICE TOTAL: 84.54 1279639 08/06/04 01 ADMIN-FILE ORGANIZER 01-110-65-00-5802 00102171 08/24/04 11.68 OFFICE SUPPLIES 02 WATER OP-FILE ORGANIZER 51-000-65-00-5804 5.84 OPERATING SUPPLIES INVOICE TOTAL: 17.52 1293256 08/09/04 01 ADMIN-KEY TAGS 01-110-65-00-5802 00102171 08/24/04 10.78 OFFICE SUPPLIES INVOICE TOTAL: 10.78 240166 08/06/04 01 WATER OP-WIRE ORGANIZER-CREDIT 51-000-65-00-5804 00102171 08/24/04 -4.04 OPERATING SUPPLIES 02 ADMIN-WIRE ORGANIZER - CREDIT 01-110-65-00-5802 -8.08 OFFICE SUPPLIES INVOICE TOTAL: -12.12 DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT QUILL QUILL CORPORATION 9831090 07/22/04 01 ENGEERING-1 DZ PENS 01-150-65-00-5802 00102162 08/24/04 13.49 OFFICE SUPPLIES INVOICE TOTAL: 13.49 9843557 07/22/04 01 ENGINEERING-CLIPS, DESK TRAY & 01-150-65-00-5802 00102162 08/24/04 96.04 OFFICE SUPPLIES 02 3 TWIN PK OF REMFG HPC ** COMMENT ** INVOICE TOTAL: 96.04 VENDOR TOTAL: 420.73 SALISM SAILSBURY, MARGARET 5852-23 08/01/04 01 STREETS-CLEAN PW 01-410-62-00-5401 08/24/04 50.00 CONTRACTUAL SERVICES INVOICE TOTAL: 50.00 5852-24 08/07/04 01 STREETS-CLEAN PW 01-410-62-00-5401 08/24/04 50.00 CONTRACTUAL SERVICES INVOICE TOTAL: 50.00 VENDOR TOTAL: 100.00 SBC SBC 630553114107 07/25/04 01 POLICE-FAX LINE 01-210-62-00-5436 08/24/04 40.15 TELEPHONE INVOICE TOTAL: 40.15 630553121007 07/25/04 01 WATER OPERATIONS-LIFT STATIONS 51-000-62-00-5436 08/24/04 21.52 TELEPHONE INVOICE TOTAL: 21.52 630553157707 07/25/04 01 WATER OPERATIONS-LIFT STATION 51-000-62-00-5436 08/24/04 38.72 TELEPHONE INVOICE TOTAL: 38.72 • • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 27 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SBC SBC 630553170307 07/25/04 01 WATER OP-LIFT STATION 51-000-62-00-5436 08/24/04 19.97 TELEPHONE INVOICE TOTAL: 19.97 630553434907 07/25/04 01 ADMIN-7/25-8/24 CHARGES 01-110-62-00-5436 08/24/04 933.03 TELEPHONE 02 POLICE-7/25-8/24 CHARGES 01-210-62-00-5436 933.03 TELEPHONE 03 WATER OP-7/25-8/24 CHARGES 51-000-62-00-5436 933.02 TELEPHONE INVOICE TOTAL: 2,799.08 630553508307 07/25/04 01 WATER OPERATIONS-PUMP HOUSE 51-000-62-00-5436 08/24/04 29.28 TELEPHONE INVOICE TOTAL: 29.28 630553542607 07/25/04 01 WATER OPERATIONS-PUMP HOUSE 51-000-62-00-5436 08/24/04 70.49 TELEPHONE INVOICE TOTAL: 70.49 630553652207 07/25/04 01 POLICE-7/25-8/24 CHARGES 01-210-62-00-5436 08/24/04 19.17 TELEPHONE INVOICE TOTAL: 19.17 630553757507 07/25/04 01 ADMIN-FAX LINE 01-110-62-00-5436 08/24/04 90.71 TELEPHONE INVOICE TOTAL: 90.71 630553901607 07/25/04 01 POLICE-7/25-8/24 CHARGES 01-210-62-00-5436 08/24/04 58.23 TELEPHONE INVOICE TOTAL: 58.23 630882841207 07/25/04 01 WATER OP-7/25-8/24 CHARGES 51-000-62-00-5436 08/24/04 46.55 TELEPHONE DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 28 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SBC SBC 630882841207 07/25/04 02 LIFT STATION @ KYLANS RIDGE ** COMMENT ** 08/24/04 INVOICE TOTAL: 46.55 VENDOR TOTAL: 3,233.87 SCHILLL SCHILLINGER, LISA 080904 08/09/04 01 POLICE-NATIONAL NIGHT OUT GIVE 01-210-64-00-5606 00302683 08/24/04 184.01 COMMUNITY RELATIONS 02 AWAYS ** COMMENT ** INVOICE TOTAL: 184.01 VENDOR TOTAL: 184.01 SCHOPPE SCHOPPE DESIGN ASSOC. 11069 07/27/04 01 HEARLAND PROF BLDG II 01-000-13-00-1372 08/24/04 296.00 A/R - OTHER 02 REVIEW LANDSCAPE PLANS ** COMMENT ** INVOICE TOTAL: 296.00 VENDOR TOTAL: 296.00 SENSUS SENSUS METERING SYSTEMS ZZ50010678 08/03/04 01 WATER OPERATIONS-BATTERIES FOR 51-000-62-00-5411 00102172 08/24/04 218.83 MAINTENANCE-COMPUTERS 02 HAND HELDS ** COMMENT ** INVOICE TOTAL: 218.83 VENDOR TOTAL: 218.83 SEYFARTH SEYFARTH, SHAW, FAIRWEATHER 1024522 07/31/04 01 ADMIN-HR LEGAL SERVICES 01-110-61-00-5300 08/24/04 775.73 LEGAL SERVICES 02 POLICE-LEGAL SERVICES 01-210-61-00-5300 180.00 LEGAL SERVICES INVOICE TOTAL: 955.73 VENDOR TOTAL: 955.73 • • • • . . DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 29 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR ## DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SLEEZJ SLEEZER, JOHN 081004 08/10/04 01 ADMIN-VISION ASSISTANCE 01-110-50-00-5205 08/24/04 40.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 40.00 VENDOR TOTAL: 40.00 SOFT SOFTWARE PERFORMANCE 108295 07/28/04 01 POLICE-HP DC5000 WORKSTATION 01-210-75-00-7002 00302664 08/24/04 999.00 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 999.00 108296 07/28/04 01 POLICE-17" FLAT PANEL MONITOR 01-210-75-00-7002 00302665 08/24/04 529.00 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 529.00 108303 08/05/04 01 POLICE-6 PATCH CABLES 01-210-62-00-5411 08/24/04 67.70 MAINTENANCE - COMPUTERS INVOICE TOTAL: 67.70 VENDOR TOTAL: 1,595.70 SUBCHNEW SUBURBAN CHICAGO NEWSPAPERS AD 063004 06/30/04 01 BLDG & ZONING-LEGAL NOTICE 01-220-65-00-5810 08/24/04 368.16 PUBLISHING & ADVERTISING INVOICE TOTAL: 368.16 VENDOR TOTAL: 368.16 SWITHINS SWITHIN, SUE 080304 08/03/04 01 ADMIN-VISION ASSISTANCE 01-110-50-00-5205 08/24/04 261.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 261.00 VENDOR TOTAL: 261.00 THEODORE THEODORE POLYGRAPH SERVICES DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 30 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT THEODORE THEODORE POLYGRAPH SERVICES 14527 08/02/04 01 POLICE-POLYGRAPH FOR APPLICANT 01-210-62-00-5429 00302680 08/24/04 125.00 PSYCHOLOGICAL TESTING INVOICE TOTAL: 125.00 VENDOR TOTAL: 125.00 THOMAS THOMAS ALARM SYSTEMS 08020403 08/02/04 01 ADMIN-INSTALL SURVEILLANCE 01-110-65-00-5800 00302676 08/24/04 2,200.00 CONTINGENCIES 02 SYSTEM @ POLICE DEPT ** COMMENT ** INVOICE TOTAL: 2,200.00 VENDOR TOTAL: 2,200.00 THOML LORI THOMAS 081104 08/11/04 01 ADMIN-VISION ASSISTANCE 01-110-50-00-5205 08/24/04 60.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 60.00 VENDOR TOTAL: 60.00 TRINITY TRINITY COMMUNICATIONS N3226 07/12/04 01 WATER OP-NSP SERVICE 51-000-62-00-5438 00020140 08/24/04 35.00 CELLULAR TELEPHONE INVOICE TOTAL: 35.00 VENDOR TOTAL: 35.00 ULRICH ULRICH CHEMICAL, INC. 140452 07/29/04 01 WATER OP-CHLORINE LIQUID 51-000-65-00-5820 00201939 08/24/04 768.85 CHEMICALS INVOICE TOTAL: 768.85 140453 07/29/04 01 WATER OP-CHLORINE LIQUID 51-000-65-00-5820 00201939 08/24/04 207.00 CHEMICALS INVOICE TOTAL: 207.00 VENDOR TOTAL: 975.85 i • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 31 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT UNIFIED UNIFIED SUPPLY 0092700-IN 06/17/04 01 WATER OP-SPLIT BOLTS COPPER 51-000-65-00-5804 08/24/04 88.57 OPERATING SUPPLIES INVOICE TOTAL: 88.57 VENDOR TOTAL: 88.57 UNIQPRD UNIQUE PRODUCTS & SERVICE 129511 08/10/04 01 POLICE-15 CASES PAPER 01-210-65-00-5802 00302669 08/24/04 442.50 OFFICE SUPPLIES INVOICE TOTAL: 442.50 VENDOR TOTAL: 442.50 UPPER UPPER CRUST CATERING INC 289 08/04/04 01 POLICE-CPA CLASS 30 MEALS 01-210-64-00-5606 00302679 08/24/04 262.50 COMMUNITY RELATIONS INVOICE TOTAL: 262.50 VENDOR TOTAL: 262.50 UPS UNITED PARCEL SERVICE 00004296X2314 07/31/04 01 WATER OPERATIONS-4 PKGS 51-000-65-00-5808 08/24/04 102.97 POSTAGE & SHIPPING INVOICE TOTAL: 102.97 VENDOR TOTAL: 102.97 UPSIL UPS 00004296X2324 08/07/04 01 WATER OP-4 PKGS 51-000-65-00-5808 08/24/04 138.40 POSTAGE & SHIPPING INVOICE TOTAL: 138.40 VENDOR TOTAL: 138.40 VESCO VESCO DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 32 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT VESCO VESCO R23678 08/09/04 01 ENGINEERING-RIVERFRONT PARK 01-150-65-00-5809 08/24/04 8.00 PRINTING & COPYING 02 PLAT OF SURVEY ** COMMENT ** INVOICE TOTAL: 8.00 VENDOR TOTAL: 8.00 WASTE WASTE MANAGEMENT 2138167-2011-3 08/01/04 01 HEALTH & SANITATION-JULY SVCS 01-540-62-00-5442 08/24/04 40,732.69 GARBAGE SERVICES INVOICE TOTAL: 40,732.69 VENDOR TOTAL: 40,732.69 WHOLTIRE WHOLESALE TIRE 104217 06/15/04 01 POLICE-1 BELT LABOR & MATL M-9 01-210-62-00-5409 08/24/04 78.91 MAINTENANCE - VEHICLES INVOICE TOTAL: 78.91 104860 07/27/04 01 POLICE-1 NEW TIRE M-16 01-210-62-00-5409 00302628 08/24/04 145.95 MAINTENANCE - VEHICLES INVOICE TOTAL: 145.95 104966 08/05/04 01 POLICE-REPLACE SWITCH M-11 01-210-62-00-5409 08/24/04 69.80 MAINTENANCE - VEHICLES INVOICE TOTAL: 69.80 VENDOR TOTAL: 294.66 WIREWIZ WIRE WIZARD OF ILLINOIS, INC PC4849 08/03/04 01 WATER OP-SERVICE CALL TO 51-000-62-00-5413 00202034 08/24/04 65.00 MAINTENANCE-CONTROL SYSTEM 02 REPAIR DOOR CONTACT N NORTH ** COMMENT ** 03 WATER TOWER ** COMMENT ** INVOICE TOTAL: 65.00 VENDOR TOTAL: 65.00 • • • • • • DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 33 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT WSTILUNV WESTERN ILLINOIS UNIVERSITY FALL04 08/02/04 01 POLICE-FALL 04 TUITION 01-210-64-00-5608 08/24/04 69.00 TUITION REIMBURSEMENT INVOICE TOTAL: 69.00 VENDOR TOTAL: 69.00 WYETH WYETH, HEITZ & BROMBEREK 080104 08/01/04 01 SWANSON PROJECT 01-000-13-00-1372 08/24/04 680.00 AIR - OTHER INVOICE TOTAL: 680.00 VENDOR TOTAL: 680.00 YOPDPET YORKVILLE POLICE DEPARTMENT 080904 08/09/04 01 POLICE-FOX VALLEY TROPHY 01-210-65-00-5804 08/24/04 20.00 OPERATING SUPPLIES 02 EPA CLASS AWARD ** COMMENT ** INVOICE TOTAL: 20.00 VENDOR TOTAL: 20.00 YOPOSTW YORKVILLE POSTMASTER 072904A 07/29/04 01 WATER OPERATIONS-UTILITY BILLS 51-000-65-00-5808 08/24/04 700.00 POSTAGE & SHIPPING INVOICE TOTAL: 700.00 VENDOR TOTAL: 700.00 YORKACE YORKVILLE ACE & RADIO SHACK 077919 08/04/04 01 ENGINEERING-2 LCD TIMERS 01-150-65-00-5801 08/24/04 29.98 ENGINEERING SUPPLIES INVOICE TOTAL: 29.98 VENDOR TOTAL: 29.98 YRKAUTO YORKVILLE AUTO PARTS DATE: 08/13/04 UNITED CITY OF YORKVILLE PAGE: 34 TIME: 15:09:41 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 08/24/2004 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT YRKAUTO YORKVILLE AUTO PARTS 656186 07/02/04 01 SEWER OP-CLEANERS 52-000-65-00-5804 08/24/04 27.05 OPERATING SUPPLIES 02 JULY 4TH PARADE SUPPLIES ** COMMENT ** INVOICE TOTAL: 27.05 657890 07/15/04 01 SEWER OP-VALCON TRUCK 52-000-65-00-5804 08/24/04 12.59 OPERATING SUPPLIES INVOICE TOTAL: 12.59 658592 07/20/04 01 STREETS-BATTERY 01-410-62-00-5409 08/24/04 39.95 MAINTENANCE-VEHICLES INVOICE TOTAL: 39.95 658691 07/21/04 01 SEWER OP-PARTS 52-000-65-00-5804 08/24/04 5.60 OPERATING SUPPLIES INVOICE TOTAL: 5.60 658994 07/23/04 01 STREETS-CLEANING SUPPLIES 01-410-62-00-5409 08/24/04 3.99 MAINTENANCE-VEHICLES INVOICE TOTAL: 3.99 VENDOR TOTAL: 89.18 ZBSUPPLY ZB SUPPLY COMPANY 59077 05/27/04 01 ADMIN-DOOR STOP,LINERS & 01-110-65-00-5804 08/24/04 105.33 OPERATING SUPPLIES 02 KLEAN CARTRIDGES ** COMMENT ** INVOICE TOTAL: 105.33 61319 08/05/04 01 ADMIN-CLEANING SUPPLIES 01-110-65-00-5804 00102166 08/24/04 131.42 OPERATING SUPPLIES INVOICE TOTAL: 131.42 VENDOR TOTAL: 236.75 TOTAL ALL INVOICES: 658,264.36 • • • 0 . . UNITED CITY OF YORKVILLE PAYROLL SUMMARY PAY PERIOD ENDING 08/07/04 SOCIAL REGULAR OVERTIME TOTAL SECURITY IMRF TOTALS ADMINISTRATION $17,837.06 $0.00 $17,837.06 $1,364.53 $1,637.60 $20,839.19 ENGINEERING $9,240.90 $41.13 $9,282.03 $710.06 $934.70 $10,926.79 POLICE $45,598.49 $377.22 $45,975.71 $3,517.17 $287.47 $49,780.35 PUBLIC WORKS $18,815.03 $837.43 $19,652.46 $1,503.45 $1,799.14 $22,955.05 LIBRARY $5,283.93 $0.00 $5,283.93 $404.20 $330.62 $6,018.75 RECREATION $10,114.47 $0.00 $10,114.47 $773.77 $635.12 $11,523.36 PARKS $12,748.84 $102.86 $12,851.70 $983.15 $951.00 $14,785.85 TOTALS $119,638.72 $1,358.64 $120,997.36 $9,256.33 $6,575.65 $136,829.34 TOTAL INVOICES 8/24/2004 $658,264.36 TOTAL PAYROLL 8/7/2004 $136,829.34 TOTAL DISBURSEMENTS $795,093.70 , . 13 Cii. • A- 2 0 United City of Yorkville 0, li Uialm EST --, 1836 County Seat of Kendall County --- __ 800 Game Farm Road i 0Yorkville, Illinois 60560 0 Phone:630-553-4350 " CaulSew _., Fax:630-553-7575 7 - APPLICATION VARIANCE REQUEST Date of Submission: 6. /V , 1. Name of Petitioner(s): ) Address: /--;,'5 .'-'_. `, 1 "71.---, ,4,,, i k-,,, y.:,-, 1,,-, v , f!,.- IL 6..f. Phone Number: 6.,.3(‘: - c'S S 3-- 2 7 7 5. Fax Number: 1,'3C' -,5-`2;-?,' - )(C•/ 2. Name of holder of legal title, if different from#1: I 3. If legal title is held in a land trust, list the names of all holders of any beneficial interest therein: 4. a. Street address and physical location of subject property: _}.> ,.) L ‘,(.:'f ,-,, /IA:'.; LL lLc / t-/-• , ,/,._ -1.', 44-- ,i b. Proposed name of subdivision(if any): c. Legal description of property fbr which zoning variance is sought: (If more space is needed, attach as "Exhibit A".) d. Kendall County Parcel Number(s) of property for which variance is sought: 5. Names and addresses of any adjoining or contiguous landowners and property owners within 250' of subject parcel for which variance is requested entitled to notice of petition under any applicable City ordinance or State Statute: (Attach a separate list as "Exhibit B".) 6. Sate the variance requested and the City ordinance including the section numbers to be varied: '` - ii - q '1r- - ii - 7 ') — -- Page 1 of 3 United City of Yorkville Variance Request Application Revix : 2/27;04 7. Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: —77c,.4 ,4.4;,/ { D cif Attorney: Name: --- Address: Address: Phone Number: Fax Number: 8. Submit application with a filing fee in the amount of$85.00. Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. 9. Submit 35 copies of each of the application, proposed drawings, location map, site plan, and any other pertinent materials to the Clerk's Office. Large items must be folded to fit in a 10" x 13" envelope. In witness whereof the following petitioner(s) have submitted this application under oath and verily that to the best of their knowledge its contents are true and correct: Pet it_ione (s) (Legal prgperty owners signature must appear on this application.) Subscribed and sworn before me this 1'4, day of :,,,-.v; , 200 =r . Notary Public ;AL SEJV SURRA'i . .'UBL:C g t ec F Notary Stamp THIS APPLICATION MUST BE NOTARIZED. Page 2 of 3 United City of Yorkville Variance Request Application Revised: 2/27/04 VARIANCE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees and all pertinent materials to the Deputy Clerk. Upon receipt the variance request will be forwarded to the Zoning Official for review and to coordinate setting a meeting date for the public hearing in front of the Zoning Board of Appeals. Note: You must present your request at each of the meetings below as indicated. Step 2: Zoning Board of Appeals: The Zoning Board of Appeals meets on an as needed basis in the City Council Chambers. The Zoning Board of Appeals will make its recommendation to the City Council in writing within 30 days of the public hearing. The Zoning Board of Appeals consists of 7 members appointed by the Mayor. A Public Hearing will he held at this time for the variance request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 250 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. Step 3: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The request will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 4: City Council: The City Council meets the second and 'fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is vvhere all City Council voting takes place. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. Date: i 4 --- Page 3 of United City of Yorkville Variance Request Application Revised: 2/27/04 I Y • ,3Mz4� s..} � -n } oak Aq ' atf, y{.., :5 aM�4'l,�Vp4 mak'°, ,14•1 .411 , United City of Yorkville EST.% 1836 County Seat of Kendall County 800 Game Farm Road V) Yorkville, Illinois 60560 111 �' - Q Phone:6'30-553-4350 **? Fax:630-553-7575 ELLE ‘‘' August 9, 2004 TO: Committee of the Whole A,FROM: Anna B. Kurtzman, AICP '"'' SUBJECT: Zoning Variance Request 135 E. Veterans Parkway ZBA 2004-11 ZBA ACTION/RECOMMENDATION: Based upon Section 10-14-5(D) of the Municipal Code, there are certain occasions when the ZBA's actions are final and other occasions when their actions are considered to be advisory to the City Council. The following outlines the applicant's request and the ZBA's actions concerning the request. 1. Increase the number of signs located on a multi-tenant building from one per tenant to two for Duy's Shoes (Section 8-11-4C-3b) —The ZBA voted 4-0 to recommend approval of this variance request. 2. Increase the maximum amount of allowable wall signage from 10% to 15% (Section 8-11-7D)—The ZBA voted 4-0 to recommend approval of this request. REQUEST: The applicant's, Duy's Shoes & Sportsware, building is located at 135 E. Veterans Parkway. They are seeking a total of 2 variances: 1. Increasing the number of wall signs on a multi-tenant building from one (I) per tenant to two (2) (for a total of three signs for the two tenant building) (Section 8- 11-4C.3.b), and 2. Increase the maximum size of a wall sign from 10% of the facade to 15% of the facade (Section 8-11-7.d). TECHNICAL REVIEW: The subject property is located on the north side of Veterans Parkway, approximately 282 feet east of Bridge Street. The subject property consists of approximately 0.5 acres, which is zoned B-3. It is improved with a building used for two retail businesses and a parking lot located to the south of the building. The subject property is surrounded by the following properties: ..... . ......- Committee of the Whole 135 Veterans Parkway—ZBA 2004-11 August 9, 2004 Page 2 of 3 Zoning Use North B-3 Retail South B-3 Retail East B-3 Retail West B-3 Retail Based upon information provided by the applicant and scaling the photo attached to the application, it appears that the entire building is 100 feet wide by 15 feet high for a total of 1500 sq ft. Ten percent of this facade is 150 sq ft. The existing Duy sign is 98 sq ft and the Up Country sign is approximately 54 sq ft. The proposed sign is 73 sq ft. This will be a total of 225 sq ft of signage, which will cover 15% of the entire facade. STANDARDS FOR GRANTING A VARIANCE: Section 8-11-11Fof the Municipal Code states: "The zoning board of appeals shall require from the applicants such sketches, drawings, or photographs as shall be necessary to indicate the present condition of the property or sign and the condition of the property or sign after the variation is granted. The zoning board of appeals may impose reasonable restrictions or conditions which the applicant shall be required to observe if the variance is granted. In considering the applications for variance, the zoning board of appeals shall consider: 1. any unique physical property of the land involved— a. Number of signs on a Multi-tenant building— The ZBA indicated that, in their opinion, this standard does not apply to this case. b. Increase signage area from 10% to 15% - ditto 2. the available locations for adequate signing on the property, a. Number of signs on a Multi-tenant building— The ZBA indicated that the proposed sign would be placed in a good location. b. Increase signage area from 10% to 15% - The ZBA indicated that, in their opinion, this standard does not apply to this case. 3. the effect of the proposed sign on pedestrian and motor traffic, a. Number of signs on a Multi-tenant building— The ZBA noted that the proposed sign should not have an adverse impact on the public as no illumination of the sign was proposed. b. Increase signage area from 10% to 15% - The ZBA indicated that, in their opinion, this standard does not apply to this case. Committee of the Whole 135 Veterans Parkway—ZBA 2004-11 August 9, 2004 Page 3 of 3 4. the cost to the applicant of complying with this chapter as opposed to the detriment, if any, a. Number of signs on a Multi-tenant building—In the opinion of the ZBA, this standard does not apply to this case. b. Increase signage area from 10% to 15%-ditto 5. to the public from the granting of the variance, and a. Number of signs on a Multi-tenant building— The ZBA determined that the number of tenant signs on this building would not create any harm to the public. b. Increase signage area from 10% to 15%-The ZBA noted that as no one from the public spoke for or against the proposal. As a result, the ZBA determined that the additional signage would not be detrimental to the public. 6. general intent of this chapter. a. Number of signs on a Multi-tenant building— The ZBA indicated that the variance is in keeping with the intent of the ordinance. b. Increase signage area from 10% to 15%-Ditto. /abk Attachments C: T.Duy Filename: C:ADocuments and Settings\Anna\My Documents\ZBA\Duy-135 Vetems\8-9-04COWmemo.doc Ni- ' i .-13' 6-/T\\\ • United City of Yorkville �i�l�D.rr+ � EST. _ � 1836 County Seat of Kendall County 800 Game Farm Road _- U? Yorkville, Illinois 60560 8 II G��\ Q Phone:630-553-4350 -P ;-- v Fax:630-553-7575 L/4LE `\- PC # t t. ,i, • . --_. APPLICATION VARIANCE REQUEST Date of Submission: 6/23/04 1. Name of PetitionerS : Beaver Street, LLC by Verne L. Henne, Manager ( ) Address: P.O. Box 51 Yorkville, IL 60560 Phone Number: 553-5203 Fax Number: 553-5582 2. Name of holder of legal title, if different from#1: 3. If legal title is held in a land trust, list the names of all holders of any beneficial interest therein: 4. a. Street address and physical location of subject property: 106 Beaver Street b. Proposed name of subdivision (if any): c. Legal description of property for which zoning variance is sought: Lot 2, Block 2 of Fox Industrial Park, Unit 1, in the United City of Yorkville, Kendall County, Illinois (If more space is needed, attach as "Exhibit A".) d. Kendall County Parcel Number(s) of property for which variance is sought: 05-04-151-001 5. Names and addresses of any adjoining or contiguous landowners and property owners within 250' of subject parcel for which variance is requested entitled to notice of petition under any applicable City ordinance or State Statute: (Attach a separate list as "Exhibit B".) 6. State the variance requested and the City ordinance including the section numbers to be Varied: 10-8A-4A reduce front yard setback from 25 to 2' and 10-11-3E requesting parking within required front yard. Page 1 of 3 United City of Yorkville Variance Request Application Revised: 2/27/04 7. Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Verne L. Henne P.O. Box 51 Yorkville, IL 60560 Phone: 630-553-5203 Fax: 630-553-5582 Attorney: Name: Law Offices of Daniel J. Kramer Address: 1107A S. Bridge Street Yorkville, IL 60560 Phone Number: 630-553-9500 Fax Number: 630-553-5764 8. Submit application with a filing fee in the amount of$85.00. Note: Owner/DeveIoper will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. 9. Submit 35 copies of each of the application, proposed drawings, location map, site plan, and any other pertinent materials to the Clerk's Office. Large items must be folded to fit in a 10" x 13" envelope. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct: Petitioner(s) (Legal pro lefty owners signature must appear on this application.) Cji.4.--L—t. 4.6, Subscribed and sworn before me this 23rd day of June , 200 4 i, . . .. OFFICIAL SEAL Notary Public SANDRA L BELL NOTARY FUBUC,STATE OF ILLINOIS MY COMMISSION EXPIRES:I I/05/05 Notary Stamp THIS APPLICATION MUST BE NOTARIZED. Page 2 of 3 United City of Yorkville Variance Request Application Revised: 2/27/04 VARIANCE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees and all pertinent materials to the Deputy Clerk. Upon receipt the variance request will be forwarded to the Zoning Official for review and to coordinate setting a meeting date for the public hearing in front of the Zoning Board of Appeals. Note: You must present your request at each of the meetings below as indicated Step 2: Zoning Board of Appeals: The Zoning Board of Appeals meets on an as needed basis in the City Council Chambers. The Zoning Board of Appeals will make its recommendation to the City Council in writing within 30 days of the public hearing. The Zoning Board of Appeals consists of 7 members appointed by the Mayor. A Public Hearing will be held at this time for the variance request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 250 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and peimanent parcel numbers of all parties that were notified. Step 3: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The request will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 4: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkv/ e, Illinois 6 560. Date: 6/23/04 Page 3 of 3 United City of Yorkvilie Variance Request Application Revised: 2/27/04 SURROUNDING PROPERTY WITHIN 250 FEET A 05-04-151-004 I 05-05-229-009 1207 Badger St 1256 Bridge St S. 1s`Nat Bk of DeKalb Trustl796 Steven Heubel CIO Don Burks 1256 Bridge St. S. 1207 Badger S Yorkville, IL 60560 Yorkville, IL 60560 g 05-05-229-008 05-04-151-005 1266 Bridge St S. 1209 Badger St Oakwood Building & Land Corp Mark R. O'Malley Living Trust 302 Oakwood St 91 Lillian Lane Yorkville, IL 60560 Yorkville, IL 60560 /(' 05-05-229-005 C 05-04-152-001 1286 Bridge St S. 202 Beaver St Narvick Brothers Lumber Co. Philip F. Lovetere Trust 1037 Armstrong St. C/O Tiem Engineering Corp Morris, IL 60450 P.O. Box 790 Yorkville, IL 60560 05-04-104-010, 008 109 Beaver St. V 05-04-152-002 John R Steinwart Trust 204 Beaver St 109 Beaver St Old 2nd Bank Trust 3907 Yorkville, IL 60560 C/O U& R Krueger 74 Woodenbridge Drive k/4 05-05-228-005, 006, 007 Yorkville, IL 60560 103 Beaver St E. Bristol-Kendall Fire District E 05-04-152-011 103 Beaver St. 1206 Badger St Yorkville, IL 60560 Robert F. Baker 1206 Badger St. A/ 05-04-104-049 Yorkville, IL 60560 109 Beaver St Meadowvale Inc F 05-04-152-012 109 Beaver St E. 1208 Badger St Baumann Handling Systems Inc 1208 Badger St Q 05-04-104-048 Yorkville, IL 60560 205 Beaver St MOC Development LLC 05-04-152-013 301 Somonauk St E. 1210 Badger St Yorkville, IL 60560 Laidlaw Transit Inc. 1240 Diehl Rd East Ste 104 P 05-04-104-050 Naperville, IL 60503 201 Beaver St HMargret E. Knell 05-05-229-010 1011 Game Farm Road 1264 Bridge St S. Yorkville, IL 60560 Nineteen Filly-nine LLC 11 Crestwood Dr Oswego, IL 60543 40 V0 -Y ---.. Soo- �— $ _ F ~ � / ,--7oo \ b' 800 3 t� v 133 GP \ 1 1 .r IL°Cx7 �op _ -'oo— 1 I I ;00-- I j W ' '' / N Qsn - ,Abo_ Q o 7 Soo- Sketch of Part of Lot 2 Block 2 Fox Industrial Park Unit 1 Yorkvil/e Kendal/ County Illinois Beaver' Street X67p.9 X67p 57 _ - N '-T672g7 �' f, 6,2.4,,f-_f-T---,6,7,.„ 1(6)46 '672.0 d priye , propose CA6 I 0 31 '61-6' Asphalt I \ 25' Building Setback Line — — I ri — I — 1" — 30' 671.g8 X .674.Q ;'6,3.° X672.$ X673.0 8 Existing Co Existing Building F.`h > F c 10' Utility Easement Benchmark=Top nut on , Hydrant at Southwest corner of Beaver and Badger Sts. E/ev. = 670.24 ti Prepared by. James M. 0/son Associates, Ltd. 107 West Madison Street ,X Yorkville, Illinois 60560 May 14, 2004 Henne No. 8731 D C/,.`O United City of Yorkville County Seat of Kendall County EST. 1836 800 Game Farm Road Ci) Yorkville, Illinois 60560 Q o1�e 0 Phone:630-553-4350 Ke ae� o Mr Fax:630-553-7575 `ELLE ‘‘' August 9, 2004 TO: Commi4tee of the Whole FROM: Anna B. Kurtzman, AICP SUBJECT: Zoning Variance Request 106 Beaver St ZBA 2004-12 ZBA ACTION/RECOMMENDATION: Based upon Section 10-14-5(D) of the Municipal Code, there are certain occasions when the ZBA's actions are final and other occasions when their actions are considered to be advisory to the City Council. The following outlines the applicant's request and the ZBA's actions concerning the request. 1. Seeking to have parking located in the required front yard (Section 10-11-3E) The ZBA voted 4-0 to recommend approval of this variance request. 2. Reducing the front yard setback from 25 feet to 2 feet (Section 10-8A-4A) —The applicant indicated that this request was placed on the application in error. At the request of the applicant, no action was taken on this request. REQUEST: The applicant's, Beaver Street LLC, building is located at 106 Beaver Street. They are seeking a total of 2 variances: 1. Reducing the front yard setback from 25 feet to 2 feet (Section 10-8A-4A) (reducing the required front yard by 92%), and. 2. Requesting permission to park in the required front yard (Section 10-11-3E). TECHNICAL REVIEW: The subject property is located at the southwest corner of Beaver Street and Badger Street and consists of approximately 0.9 acres, which is zoned M-1. It is improved with an existing industrial building and parking located to the east of the building. The subject property is surrounded by the following properties: Zoning Use North M-1 Industrial South M-1 Industrial East M-1 Industrial West M-1 Industrial Committee of the Whole 106 Beaver Street—ZBA 2004-12 August 9, 2004 Page 2 of 2 Staff notes that the application indicates that the variances are being sought for 106 Beaver Street, with a Property Identification Number(PIN) of 05-04-151-001. Prior to filing the application, staff discussed with Mr. Verne Henne, the fact that his company owes a total of three adjacent lots, with the building extending across these lot lines. As such, staff considers these three lots to be a single zoning lot. As a result, in staff's opinion, the variances are being sought for a total of three PINS: 05-04-151-001, 05-04-151-002 and 05-04-151-003. STANDARDS FOR GRANTING A VARIANCE: Section 10-14-5(C) of the Municipal Code indicates that the Zoning Board of Appeals shall not vary (or make a recommendation to vary) the regulations of the Zoning Code unless it has made findings based upon the evidence presented to them for each specific case based upon the following: 1. Because the particular physical surroundings, shape or topographical 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. The ZBA indicated that, in their opinion, this standard does not apply to this property. 2. The conditions upon which the petition for a variation is based are unique to the property for which the variation is sought and are not applicable, generally, to other property within the same zoning classification. The ZBA indicated that there are unique conditions to the property that are not generally applicable to other properties that are zoned M-1. 3. The alleged difficulty or hardship is caused by this Title and has not been created by any person presently having an interest in the property. The ZBA noted that the current owner had indicated that he did not own or have any investment in the property when the property was developed. 4. The granting of the variation will not be detrimental to the public welfare or injurious to other property or improvements in the neighborhood in which the property is located. The ZBA determined that placing parking in the required front yard would not be detrimental to the public welfare or create problems for the development of other properties within the neighborhood. 5. The proposed variation will not impair an adequate supply of light and air to adjacent property, or substantially increase the congestion in the public streets, or increase the danger to the public safety, or substantially diminish or impair property values within the neighborhood. The ZBA indicated that placing parking in the required front yard would not impair property values in the area. iabk Attachments C: V.Henne Filename: C:ADocuments and Settings\Anna\Mv Documents ZBA\Verne-106 Beaver\8-9-04COWmemo.doc �/{pal j �`� 0 `�® United City of Yorkville Memorandum ' @ ' 800 Game Farm Road EST.% ` 1836 Yorkville, Illinois 60560 .� Telephone: 630-553-4350 o moo ` Fax: 630-553-7575 Kendal Co <CE <�y4 Subject: Municipal Facilities Master Plan Finalist Notes from City Administration After re-reviewing all of the RFQs presented by BCA, Yas, and Williams, as well as reviewing surveys that were sent to various municipalities and organizations, the city administration has a more informed opinion about each of the competing companies. Surveys were sent out to all communities and organizations that had projects that were similar in nature to our own. For each company, three surveys were returned, and none offered any information that would deter us from hiring any of the three. Yas/Fischel Despite Yas/Fischel's work on many high-importance projects, we did not find that they had much experience with city-wide Master Facilities Plans. This in addition with even less experience in Parks & Recreation buildings and parks, as well as Public Works buildings, gives the impression that they may not have done work on the same scale and scope as ours. They have designed and built many individual buildings, but have done limited large-scale planning. Williams Architects Williams has extensive experience with master plans for Parks & Recreation departments, as well as Police buildings and Village halls. They have done less with city wide planning, downtown redevelopment, etc. They may be able to provide many of the individual pieces to our plan, but they do not have an overwhelming city Master plan history. Burnidge Cassell Associates BCA has extensive experience with city wide Master Facilities Plans, and Master Plans. They have listed a quality reference for each individual project we are looking to do, also. In addition, they have listed a multi-faceted team of companies to aid in design and building of parks, downtowns, city buildings, police buildings, riverfront redevelopment, etc. Based on the received surveys and the RFQ information, staff feels that all of the companies are capable of providing a satisfactory product. However, we are recommending BCA as the preferred choice based on experience and feedback received. Their overall package of abilities fits best with the range of projects that Yorkville will be faced with in the future. YDRKVILLE PARKS d RECREATION Yorkville Parks&Recreation Department 908 Game Farm Rd. Yorkville, IL 60560 630.553.4357 630.553.4360 fax e-mail: b , . Administrative Office 301 E Hydraulic Street Yorkville, IL 60560 630.553.4341 630.553.4347 Memo To: Art Prochaska, Mayor From: Laura J. Brown, Executive Director Date: August 4, 2004 Cc: Tony Graff, Administrator Re: COW -August 17, 2004 The attached reports are the final summary of school district facility use for the fiscal year 2003-2004 (Fall 2003 through Summer 2004). In addition, is the calendar and building use requests for FY 2004 — 2005 we have submitted to the school district for approval with the passage of the School / City three year agreement. Suggested motion: To accept as information only. 1 Yorkville Recreation Department - School District Facility Calendar 2003-2004 I rev. 05/04/04 final FALL 2003 Program Facility Room Dates Day(s) Times Weeks Total Hour Class Canceled Youth Tum YMS Back Gym 9/15 - 12/ Every MAN 5 -7:15 p 15 33.75 Girls Bask:YMS Main Gym 10/18 - 12/Every Sat 9-12 noon 7 21 Girls Bask:YMS Main Gym 10/14 - 11/ Every M,T, 7-9p 7 42 Adult Oil R YMS Art Room 9/13, 10/4, Saturdays 8-4:30p 3 24 x Faux Finis!YMS I.A. Sept. 27 Sat. 9 - 11a 1 2 x Home Mair YMS I.A. Changed to Sat. 9- 10.3 1 1.5 x Men's Basi YMS Gym 11/1,8,15,2 Sat. 12 -4p 20 80 12/6,13,27,1/3,10,17, 24,31,2/7,14,21,28 Financial P YMS Classroom Nov. 6 Thursday 6:30 -8:00 1 1.5 x Internet Fo YHS Compt. Lai Changed tt Sat. 9-11a 1 2 Tax Prepar YHS Lrg. In.Rm Nov. 18 Tuesday 7:00-8:00 1 1 x S.W.A.T. V Track 9/1 - 11/2.Mon. 4:30 -5:15 13 13 Youth Athl:CCIS Gym 9/10 - 11/1 Every Wed 4:30 -6:15 11 19.25 Chess For CCIS LC 10/14 - 11/ Every Tue:3:30 -4:30 6 6 x Activity Clu CCIS Gym Oct. - May Every 1st ar 3-5p 16 32 Women's E CCIS Gym 11/5,12,19 Wed. 7 -8p 3 3 x Yoga / Pil YGS Gym 9/8 - 11/2.Mon. /Wed 6- 7.3p FALL SUB TOTAL cancelled changed 106 282 WINTER 2003-2004 Youth Tum YMS Back Gym 1/12 - 3/1 Every M,W 6:30 -9:00 8 29.5 1 Karate YMS Wrest. Rm 1/13,20,27 Tues 6:30 -7:30 12 12 Boys Baski YMS Main Gym 1/5 -3/19 Every M,T, 7-9p 9 54 Boys Baski YMS Main Gym 1/10- 3/20 Every Sat. 9-12 noon 9 27 Open Gym YMS Both Gyms 12/3-3/17 Every Wed 7-9p 12 24 Lil' Chefs YMS Living Skill:2/9 -2/23 Every Mon 4-5p 3 3 x Calligraphy YMS Classroom 2/12,19,26 Thurs 7 - 8 p 3 3 x Adult Draw YHS Art Room 1/5,12,19,2 Mon 6:30 -8:00 4 6 Intro. To M YHS Band Rm 1/17 - 3/6 Sat 9 - 11 a 8 16 x Sports Inst YGS Gym 1/17 -3/20 Every Sat 10 - Noon 10 40 Yoga/ Pila YGS Gym 12/1 - 2/2 Mon/Wed 6 -7.3p 12 54 Boys &Girl CCIS Gym 1/10- 3/20 Every Sat. 9a-5p 10 80 Boys & Gir CCIS Gym 1/5 -3/20 Every M,T, 4:30-8:30p 10 160 Chess For CCIS LC 1/20 -2/24 Every Tue:3:30 -4:30 6 6 x Sports Inst YGS Gym 1/26 -2/23 Every Wed 3-5p 10 40 Women's E CCIS Gym 12/3 - 1/28 Every Wed 7-8p 7 7 x 3/2,9,16,23,30, 4/6 Winter Soc BGS Gym 1/17-2/21 Every Sat. 9-11a 6 12 x B-Ball Holi(YMS Both Gyms 12-22,23,2 M,T,Fri 5-8p 2 15 12-27,1-3 Sat. 9-2p 2 10 Intro. To CI YHS Lab 28-Feb Sat. 8.3 - 11.3a 1 3 WINTER SUB TOTAL cancelled changed 144 601.5 SPRING 2004 Youth Tum YMS Wrestling 3/18-5/20 Every M,W 5 -7:15 p 15 33.75 Adult Paint YMS Art Room 3/27 4/3,11 Sat. 9- 11a 3 12 x Kids On St YHS Cafetorium 3/13-4/17 Every Sat. 10 - 11 a 6 6 x Youth Dray YHS Art Room 4/17-5/8 Every Tue;6-7p 8 8 x Sports Inst YGS Gym 3/27-4/24 Every Sat 10- Noon 10 40 Yoga/ Pile YGS Gym 3/1 - 6/3 Mon /Wed 6 -7.3p 12 54 Sports Inst CCIS Gym 3/29-4/26 Every Wed 3-5p 10 40 Organizing YMS Class 25-Mar Th 6.3-8.3 1 2 Organizing YMS Class 10-May Mon 6.3 -8.3 1 2 Faux Finist YMS Class 17-Apr Sat 8.3 - 10.3a 1 2 SPRING SUB TOTAL cancelled changed 67 199.75 SUMMER 2004 S.W.A.T. V Track June 7 - F Mon 9-10, 4-5 p Kiddie Can YGS Caft./Gym 6/21 -25, 7 M, W, F 9-12 noon 2 18 Tennis Car YHS Courts 7/6 -7/30 Every T,W;8-12 noon 4 64 Sports Car YMS Cafet./Gyrr 6/14,16,21,T, Th 9 - 11a 2 8 x SUMMER SUB TOTAL 8 90 TOTAL 325 1173.25 Beecher Community Bldg. RecTrac Page: 1 RunOate:07/20/04 SEPTEMBER 2 0 0 4 CALENDAR Run Time: 10:54A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:00A-10:OOA CCGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P CCGS Full Gym 107101-2(Indoor Floor Hock 19 20 21 22 23 24 25 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA CCGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P CCGS Full Gym 107101-2(Indoor Floor Hock 26 27 28 29 30 1 2 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA CCGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P CCGS Full Gym 107101-2(Indoor Floor Hock �i' Beecher Community Bldg. RecTrac Page: 1 RunDate:07/20/04 SEPTEMBER 2004 CALENDAR Run Time: 10:54A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:00A-10:00A COGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P COGS Full Gym 107101-2(Indoor Floor Hock 19 20 21 22 23 24 25 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA COGS Full Gym COGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P COGS Full Gym 107101-2(Indoor Floor Hock 26 27 28 29 30 1 2 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA COGS Full Gym COGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P COGS Full Gym 107101-2(Indoor Floor Hock Beecher Community Bldg. RecTrac Page: 1 Ru Date:07/20/04 OCTOBER 2004 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 Indoor Floor Hockey 9:OOA-10:OOA CCGS Full Gym 107102-1 (Indoor Floor Hock 3 4 5 6 7 8 9 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA CCGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P CCGS Full Gym 107101-2(Indoor Floor Hock 10 11 12 13 14 15 16 Indoor Floor Hockey Indoor Floor Hockey 4:45P-5:45P 9:OOA-10:OOA CCGS Full Gym CCGS Full Gym 107101-2(Indoor Floor Hock 107102-1 (Indoor Floor Hock 17 18 19 20 21 22 23 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA CCGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Indoor Floor Hockey 4:45P-5:45P CCGS Full Gym 107101-2(Indoor Floor Hock 24 25 26 27 28 29 30 Indoor Floor Hockey Indoor Floor Hockey 3:30P-4:30P 9:OOA-10:OOA CCGS Full Gym CCGS Full Gym 107101-1 (Indoor Floor Hock 107102-1 (Indoor Floor Hock Beecher Community Bldg. RecTrac Page: 2 RurrDate:07/20/04 OCTOBER 2004 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Indoor Floor Hockey 4:45P-5:45P CCGS Full Gym 107101-2(Indoor Floor Hock 31 1 2 3 4 5 6 Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 JANUARY 2005 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 9 10 11 12 13 14 15 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:OOP 5:00P-9:OOP 5:00P-9:00P 5:00P-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 16 17 18 19 20 21 22 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:OOP CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 23 24 25 26 27 28 29 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:OOP-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 30 31 1 2 3 4 5 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:OOP-9:00P 5:00P-9:00P 5:00P-9:OOP 5:00P-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball Beecher Community Bldg. RecTrac Page: 1 RunDate: 07/20/04 FEBRUARY 2005 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:OOP 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 6 7 8 9 10 11 12 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 13 14 15 16 17 18 19 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:OOP 5:00P-9:00P 5:OOP-9:00P 5:00P-9:00P 5:00P-9:00P COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 20 21 22 23 24 25 26 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 27 28 1 2 3 4 5 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:OOP-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:OOP COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym COGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball Beecher Community Bldg. RecTrac Page: 1 Awl Dae:07/20/04 MARCH 2 0 0 5 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P COGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 6 7 8 9 10 11 12 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res Program Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 4:00P-6:00P 5:00P-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym COGS Classroom CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-9(Facility Res Progr 200000-1 (Facility Res B-ball Facility Res B-ball 5:OOP-9:00P CCGS Full Gym 200000-1 (Facility Res B-ball 13 14 15 16 17 18 19 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res Program Facility Res B-ball 5:00P-9:00P 5:OOP-9:00P 5:00P-9:OOP 4:OOP-6:00P 5:00P-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Classroom CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-9(Facility Res Progr 200000-1 (Facility Res B-ball Facility Res B-ball 5:OOP-9:00P CCGS Full Gym 200000-1 (Facility Res B-ball 20 21 22 23 24 25 26 Facility Res B-ball Facility Res B-ball Facility Res B-ball Facility Res Program Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 5:00P-9:00P 4:00P-6:00P 5:00P-9:00P CCGS Full Gym CCGS Full Gym CCGS Full Gym CCGS Classroom CCGS Full Gym 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-1 (Facility Res B-ball 200000-9(Facility Res Progr 200000-1 (Facility Res B-ball Facility Res B-ball 5:00P-9:00P CCGS Full Gym 200000-1 (Facility Res B-ball 77 98 70 9n 'i1 1 7 Beecher Community Bldg. RecTrac Page: 2 .i(urr[Ake:07/20/04 MARCH 2 0 0 5 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Facility Res Program Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P 4:00P-6:00P CCGS Full Gym CCGS Full Gym CCGS Classroom 200000-5(Facility Res Progr 200000-7(Facility Res Progr 200000-9(Facility Res Progr Beecher Community Bldg. RecTrac Page: 1 Rurr Date: 07/20/04 APRIL 2 0 0 5 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 Facility Res Program Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P 4:00P-6:00P CCGS Full Gym COGS Full Gym CCGS Classroom 200000-5(Facility Res Progr 200000-7(Facility Res Progr 200000-9(Facility Res Progr 10 11 12 13 14 15 16 Facility Res Program Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P 4:00P-6:00P CCGS Full Gym CCGS Full Gym COGS Classroom 200000-5(Facility Res Progr 200000-7(Facility Res Progr 200000-9(Facility Res Progr 17 18 19 20 21 22 23 Facility Res Program Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P 4:00P-6:00P CCGS Full Gym COGS Full Gym COGS Classroom 200000-5(Facility Res Progr 200000-7(Facility Res Progr 200000-9(Facility Res Progr 24 25 26 27 28 29 30 Facility Res Program Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P 4:00P-6:00P COGS Full Gym COGS Full Gym COGS Classroom 200000-5(Facility Res Progr 200000-7(Facility Res Progr 200000-9(Facility Res Progr Beecher Community Bldg. RecTrac Page: 1 Rurr Date: 07/20/04 MAY 2 0 0 5 CALENDAR Run Time: 10:55A Circle Center Grade User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P COGS Full Gym COGS Full Gym 200000-5(Facility Res Progr 200000-7(Facility Res Progr 8 9 10 11 12 13 14 Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:00P COGS Full Gym COGS Full Gym 200000-5(Facility Res Progr 200000-7(Facility Res Progr 15 16 17 18 19 20 21 Facility Res Program Facility Res Program 3:00P-7:OOP 3:30P-7:OOP COGS Full Gym COGS Full Gym 200000-5(Facility Res Progr 200000-7(Facility Res Progr 22 23 24 25 26 27 28 Facility Res Program Facility Res Program 3:00P-7:00P 3:30P-7:OOP COGS Full Gym COGS Full Gym 200000-5(Facility Res Progr 200000-7(Facility Res Progr 29 30 31 1 2 3 4 Beecher Cgmmunity Bldg. RecTrac Page: 1 RunDate: 07/20/04 SEPTEMBER 2004 CALENDAR Run Time: 10:57A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 Basketball Skills an 1:00P-1:45P YG Gym 102105-1 (Basketball Skills a Floor Hockey Skills 2:OOP-2:45P YG Gym 102107-1 (Floor Hockey Skill Arena Flag Football 3:00P-3:45P YG Gym 102109-1 (Arena Flag Footbs 19 20 21 22 23 24 25 Basketball Skills an 1:00P-1:45P YG Gym 102105-1 (Basketball Skills a Floor Hockey Skills 2:00P-2:45P YG Gym 102107-1 (Floor Hockey Skill Arena Flag Football 3:00P-3:45P YG Gym 102109-1 (Arena Flag Footbs 26 27 28 29 30 1 2 Beecher Community Bldg. ReCTraC Page: 1 Run Date:07/20/04 OCTOBER 2 0 0 4 CALENDAR Run Time: 10:57A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 Basketball Skills an 1:00P-1:45P YG Gym 102105-1 (Basketball Skills a Floor Hockey Skills 2:00P-2:45P YG Gym 102107-1 (Floor Hockey Skill Arena Flag Football 3:00P-3:45P YG Gym 102109-1 (Arena Flag Footbe 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 1 2 3 4 5 6 Lil Sportsters Arena Flag Football Lil'Hoops Stars 3:30P-4:30P 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba 102001-2(Lil'Hoops Stars) Lil'Hoops Stars Basketball Skills an Lil Hockey Stick 4:30P-5:15P 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Lil Hockey Stick Floor Hockey Skills Lil Sportsters 5:30P-6:15P 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 NOVEMBER 2 0 0 4 CALENDAR Run Time: 10:57A ' Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 Lil Sportsters Arena Flag Football LiI'Hoops Stars 3:30P-4:30P 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba 102001-2(Lil'Hoops Stars) Lil'Hoops Stars Basketball Skills an Lil Hockey Stick 4:30P-5:15P 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Lil Hockey Stick Floor Hockey Skills Lil Sportsters 5:30P-6:15P 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) 7 8 9 10 11 12 13 Lil Sportsters Lil'Hoops Stars 3:30P-4:30P 9:OOA-9:45A YG Gym YG Gym 126103-1 (Lil Sportsters) 102001-2(Lir Hoops Stars) LiI'Hoops Stars Lil Hockey Stick 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 107103-2(Lil Hockey Stick) Lil Hockey Stick Lil Sportsters 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym 107103-1 (Lil Hockey Stick) 126103-2(Lil Sportsters) 14 15 16 17 18 19 20 Lil Sportsters Arena Flag Football LiI'Hoops Stars 3:30P-4:30P 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba 102001-2(Lir Hoops Stars) Beecher Community Bldg. RecTrac Page: 2 Run Date:07/20/04 NOVEMBER 2 0 0 4 CALENDAR Run Time: 10:57A s Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Lil'Hoops Stars Basketball Skills an Lil Hockey Stick 4:30P-5:15P 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Lil Hockey Stick Floor Hockey Skills Lil Sportsters 5:30P-6:15P 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) 21 22 23 24 25 26 27 Lil Sportsters Arena Flag Football 3:30P-4:30P 3:30P-4:15P YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba Lil'Hoops Stars Basketball Skills an 4:30P-5:15P 4:30P-5:15P YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 102104-1 (Basketball Skills a Lil Hockey Stick Floor Hockey Skills 5:30P-6:15P 5:30P-6:15P YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102106-1 (Floor Hockey Skill 28 29 30 1 2 3 4 Lil Sportsters Arena Flag Football Lil'Hoops Stars 3:30P-4:30P 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba 102001-2(Lil'Hoops Stars) Lil'Hoops Stars Basketball Skills an Lil Hockey Stick 4:30P-5:15P 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Lil Hockey Stick Floor Hockey Skills Lil Sportsters 5:30P-6:15P 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) Beecher Community Bldg. RecTrac Page: 1 Run Date:;.:7/20/04 DECEMBER 2 0 0 4 CALENDAR Run Time: 10:57A Yorkville Grade Scho User: SCH Sunday MondayTuesday Wednesday Thursday Friday Saturday 1 2 3 4 Arena Flag Football Lil'Hoops Stars 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym 102108-1 (Arena Flag Footba 102001-2(Lil'Hoops Stars) Basketball Skills an Lil Hockey Stick 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Floor Hockey Skills Lil Sportsters 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) 5 6 7 8 9 10 11 Lil Sportsters Arena Flag Football Lil'Hoops Stars 3:30P-4:30P 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba 102001-2(Lil'Hoops Stars) Lil'Hoops Stars Basketball Skills an Lil Hockey Stick 4:30P-5:15P 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym YG Gym 102001-1 (Lil'Hoops Stars) 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Lil Hockey Stick Floor Hockey Skills Lil Sportsters 5:30P-6:15P 5:30P-6:15P 11:OOA-11:45A YG Gym YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) 12 13 14 15 16 17 18 Lil Sportsters Arena Flag Football Lil'Hoops Stars 3:30P-4:30P 3:30P-4:15P 9:OOA-9:45A YG Gym YG Gym YG Gym 126103-1 (Lil Sportsters) 102108-1 (Arena Flag Footba 102001-2(Lil'Hoops Stars) Beecher Community Bldg. RecTrac Page: 2 Run Date: 07/201.Q4 DECEMBER 2004 CALENDAR Run Time: 10:57A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Lil Hockey Stick Basketball Skills an Lil Hockey Stick 5:30P-6:15P 4:30P-5:15P 10:OOA-10:45A YG Gym YG Gym YG Gym 107103-1 (Lil Hockey Stick) 102104-1 (Basketball Skills a 107103-2(Lil Hockey Stick) Floor Hockey Skills Lil Sportsters 5:30P-6:15P 11:00A-11:45A YG Gym YG Gym 102106-1 (Floor Hockey Skill 126103-2(Lil Sportsters) 19 20 21 22 23 24 25 26 27 28 29 30 31 1 Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 JANUARY 2 0 0 5 CALENDAR Run Time: 10:56A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 9 10 11 12 13 14 15 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 16 17 18 19 20 21 22 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 23 24 25 26 27 28 29 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 30 31 1 2 3 4 5 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:OOA-12:OOP YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog Beecher Community Bldg.. RecTrac Page: 1 Run Date: 07/20/04 FEBRUARY 2005 CALENDAR Run Time: 10:56A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 6 7 8 9 10 11 12 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 13 14 15 16 17 18 19 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 20 21 22 23 24 25 26 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 27 28 1 2 3 4 5 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog Beecher Gommunity Bldg. RecTrac Page: 1 Run Date: 07/20/04 MARCH 2 0 0 5 CALENDAR Run Time: 10:56A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:0OA-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 6 7 8 9 10 11 12 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:OOA-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 13 14 15 16 17 18 19 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 20 21 22 23 24 25 26 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 27 28 29 30 31 1 2 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 APRIL 2 0 0 5 CALENDAR Run Time: 10:56A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 Facility Res Program 9:00A-12:00P YG Gym 200000-11 (Facility Res Prog 3 4 5 6 7 8 9 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 10 11 12 13 14 15 16 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:OOA-12:OOP YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 17 18 19 20 21 22 23 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 24 25 26 27 28 29 30 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog , Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 MAY 2 0 0 5 CALENDAR Run Time: 10:56A Yorkville Grade Scho User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 8 9 10 11 12 13 14 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:00A-12:00P YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 15 16 17 18 19 20 21 Facility Reservation Facility Reservation Facility Res Program 3:30P-6:30P 3:30P-6:30P 9:OOA-12:OOP YG Gym YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 200000-11 (Facility Res Prog 22 23 24 25 26 27 28 Facility Reservation Facility Reservation 3:30P-6:30P 3:30P-6:30P YG Gym YG Gym 200000-10(Facility Reservati 200000-10(Facility Reservati 29 30 31 1 2 3 4 Beeches Community Bldg. RecTrac Page: 1 Run Date:07/20/04 SEPTEMBER 2004 CALENDAR Run Time: 10:59A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 12 13 14 15 16 17 18 Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Beecher Community Bldg. RecTrac Page: 2 Run Date:07/ 0/04 SEPTEMBER 2004 CALENDAR Run Time: 10:59A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 19 20 21 22 23 24 25 Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 7R 97 7R 99 '9 1 7 Beecher Community Bldg. RecTrac Page: 3 Run Date:07V20/04 SEPTEMBER 2004 CALENDAR Run Time: 10:59A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) Beecher Community Bldg. RecTrac Page: 3 11 Run Date: 07/20/04 OCTOBER 2004 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Pre-Karate Beginner 7th Girls Basketball 4:50P-5:35P 9:00A-12:00P YMS Back Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 102201-1 (7th Girls Basketba Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 31 1 2 3 4 5 6 Pre-Karate Beginner 7th Girls Basketball 4:50P-5:35P 9:OOA-12:OOP YMS Back Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 102201-1 (7th Girls Basketba Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Beecher Community Bldg. RecTrac Page: 4 RunDate:07/20/04 OCTOBER 2004 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) Beecher Community Bldg. RecTraC Page: 1 Run Date:07/20/04 OCTOBER 2004 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 10 11 12 13 14 15 16 Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Beecher Community Bldg. RecTrac Page: 2 Run Date:07/20/04 OCTOBER 2004 CALENDAR Run Time: 11:OOA Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 17 18 19 20 21 22 23 Pre-Karate Beginner 4:50P-5:35P YMS Back Gym 113100-1 (Pre-Karate Beginn Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 74 25 9R 97 9R 9Q 3n Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 NOVEMBER 2 0 0 4 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 Pre-Karate Beginner 7th Girls Basketball 4:50P-5:35P 9:OOA-12:OOP YMS Back Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 102201-1 (7th Girls Basketba Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 7 8 9 10 11 12 13 Pre-Karate Beginner 7th Girls Basketball 4:50P-5:35P 9:00A-12:00P YMS Back Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 102201-1 (7th Girls Basketba • Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Beecher Community Bldg. RecTrac Page: 2 Run Date:07/20/04 NOVEMBER 2 0 0 4 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 14 15 16 17 18 19 20 Pre-Karate Beginner 7th Girls Basketball 4:50P-5:35P 9:00A-12:00P YMS Back Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 102201-1 (7th Girls Basketba Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 21 22 23 24 25 26 27 Pre-Karate Beginner 7th Girls Basketball 4:50P-5:35P 9:00A-12:00P YMS Back Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 102201-1 (7th Girls Basketba Beecher Community Bldg. RecTrac Page: 4 Run Date: 07/20/04 NOVEMBER 2004 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) Beecher Community Bldg. RecTraC Page: 3 Run Date:07/20/04 NOVEMBER 2004 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 28 29 30 1 2 3 4 Pre-Karate Beginner Facility Res Open Gy 7th Girls Basketball 4:50P-5:35P 7:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 200000-12(Facility Res Ope 102201-1 (7th Girls Basketba Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/Z'0/04 DECEMBER 2004 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 Facility Res Open Gy 7th Girls Basketball 7:00P-9:00P 9:OOA-12:00P YMS Front Gym YMS Front Gym 200000-12(Facility Res Ope 102201-1 (7th Girls Basketba 5 6 7 8 9 10 11 Pre-Karate Beginner Facility Res Open Gy 7th Girls Basketball 4:50P-5:35P 7:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Front Gym 113100-1 (Pre-Karate Beginn 200000-12(Facility Res Ope 102201-1 (7th Girls Basketba Pre-Karate Cont 5:40P-6:25P YMS Back Gym 113100-2(Pre-Karate Cont) Karate Youth Beginne 6:30P-7:25P YMS Back Gym 113200-1 (Karate Youth Begi Karate Youth Cont 7:30P-8:25P YMS Back Gym 113200-2(Karate Youth Cont Karate Adult 8:30P-9:25P YMS Back Gym 113400-1 (Karate Adult) 12 13 14 15 16 17 18 Facility Res Open Gy 7th Girls Basketball 7:00P-9:00P 9:00A-12:00P YMS Front Gym YMS Front Gym 200000-12(Facility Res Ope 102201-1 (7th Girls Basketba 19 911 21 27 91 74 2� Beecher Community Bldg. RecTrac Page: 2 Run Date:07/20/04 DECEMBER 2 0 0 4 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Facility Res Open Gy 7:OOP-9:00P YMS Front Gym 200000-12(Facility Res Ope 26 27 28 29 30 31 1 Facility Res Open Gy 7:00P-9:00P YMS Front Gym 200000-12(Facility Res Ope Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 JANUARY 2005 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:OOA-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 9 10 11 12 13 14 15 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:OOA-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 16 17 18 19 20 21 22 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:OOA-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 23 24 25 26 27 28 29 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:OOA-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 30 31 1 2 3 4 5 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:OOP-9:00P 7:00P-9:OOP 5:00P-9:00P 9:OOA-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball Beecher Community Bldg. RecTrac Page: 1 RunDate:07/20/04 FEBRUARY 2005 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:OOP-9:00P 5:00P-9:00P 9:OOA-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 6 7 8 9 10 11 12 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 13 14 15 16 17 18 19 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:OOP-9:00P 7:00P-9:00P 5:OOP-9:00P 9:OOA-12:OOP YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 20 21 22 23 24 25 26 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:OOA-12:OOP YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 27 28 1 2 3 4 5 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:0OP 7:00P-9:00P 5:OOP-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 MARCH 2 0 0 5 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 6 7 8 9 10 11 12 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 13 14 15 16 17 18 19 Facility Res Program Facility Res Open Gy Facility Res Program Facility Res B-ball 5:00P-9:00P 7:00P-9:00P 5:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Front Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-12(Facility Res Ope 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 20 21 22 23 24 25 26 Facility Res Program Facility Res Program Facility Res B-ball 5:00P-9:00P 5:00P-9:00P 9:00A-12:00P YMS Back Gym YMS Back Gym YMS Front Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 200000-3(Facility Res B-ball 27 28 29 30 31 1 2 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 APRIL 2 0 0 5 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 10 11 12 13 14 15 16 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 17 18 19 20 21 22 23 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 24 25 26 27 28 29 30 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 MAY 2 0 0 5 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 8 9 10 11 12 13 14 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 15 16 17 18 19 20 21 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 22 23 24 25 26 27 28 Facility Res Program Facility Res Program 5:00P-9:00P 5:00P-9:00P YMS Back Gym YMS Back Gym 200000-6(Facility Res Progr 200000-15(Facility Res Prog 29 30 31 1 2 3 4 Beechzr Community Bldg. ReCTraC Page: 1 Run Date: 07/20/04 JUNE 2 0 0 5 CALENDAR Run Time: 11:00A Yorkville Middle Sch User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 BeeUter Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 SEPTEMBER 2004 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:00P 5:00P-6:OOP Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 TumblBeg 11-up Ses1 TumbNov 11-up Ses1 6:15P-7:15P 6:15P-7:15P Full Gym Full Gym 114101-1 (TumbiBeg 11-up 114106-1 (TumbNov 11-up 19 20 21 22 23 24 25 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:OOP 5:00P-6:00P Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 TumbiBeg 11-up Ses1 TumbNov 11-up Ses1 6:15P-7:15P 6:15P-7:15P Full Gym Full Gym 114101-1 (TumbiBeg 11-up 114106-1 (TumbNov 11-up 26 27 28 29 30 1 2 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:00P 5:OOP-6:00P Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 TumblBeg 11-up Ses1 TumbNov 11-up Ses1 6:15P-7:15P 6:15P-7:15P Full Gym Full Gym 114101-1 (TumbiBeg 11-up 114106-1 (TumbNov 11-up Beecher Community Bldg. RecTrac Page: 1 Run Date:i7/20/04 OCTOBER 2 0 0 4 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:00P 5:00P-6:00P Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 TumblBeg 11-up Ses1 TumbNov 11-up Ses1 6:15P-7:15P 6:15P-7:15P Full Gym Full Gym 114101-1 (TumblBeg 11-up 114106-1 (TumbNov 11-up 10 11 12 13 14 15 16 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:00P 5:OOP-6:00P Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 Coed Volleyball TumbNov 11-up Ses1 6:30P-7:30P 6:15P-7:15P Yorkville Intermedia Full Gym 103400-1 (Coed Volleyball) 114106-1 (TumbNov 11-up 17 18 19 20 21 22 23 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:00P 5:OOP-6:OOP Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 Coed Volleyball TumbNov 11-up Ses1 6:30P-7:30P 6:15P-7:15P Yorkville Intermedia Full Gym 103400-1 (Coed Volleyball) 114106-1 (TumbNov 11-up 24 25 26 27 28 29 30 TumbBeg 6-10 Ses1 Turn Novice 6-10 Ses1 5:00P-6:00P 5:00P-6:00P Full Gym Full Gym 114102-1 (TumbBeg 6-10 Se 114105-1 (Turn Novice 6-10 Beecher Community Bldg. RecTrac Page: 2 Run Date: 07/20/04 OCTOBER 2004 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coed Volleyball TumbNov 11-up Ses1 6:30P-7:30P 6:15P-7:15P Yorkville Intermedia Full Gym 103400-1 (Coed Volleyball) 114106-1 (TumbNov 11-up 31 1 2 3 4 5 6 TumbBeg 6-10 Ses2 Nerf Days TumNovic 6-10 Ses2 5:00P-6:OOP 3:30P-4:30P 5:00P-6:00P Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Nerf Days) 114105-2(TumNovic 6-10 Se Coed Volleyball Nerf Days Tum Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Nerf Days) 114106-2(Turn Novic 11-up Beecher Community Bldg. RecTrac Page: 1 RunDate:07/20/04 NOVEMBER 2004 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 TumbBeg 6-10 Ses2 Neil Days TumNovic 6-10 Ses2 5:OOP-6:00P 3:30P-4:30P 5:OOP-6:00P Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Neil Days) 114105-2(TumNovic 6-10 Se Coed Volleyball Nerf Days Turn Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Nerf Days) 114106-2(Turn Novic 11-up 7 8 9 10 11 12 13 TumbBeg 6-10 Ses2 Neil Days TumNovic 6-10 Ses2 5:OOP-6:00P 3:30P-4:30P 5:00P-6:00P Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Nerf Days) 114105-2(TumNovic 6-10 Se Coed Volleyball Nerf Days Turn Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Neil Days) 114106-2(Turn Novic 11-up 14 15 16 17 18 19 20 TumbBeg 6-10 Ses2 Nerf Days TumNovic 6-10 Ses2 5:00P-6:00P 3:30P-4:30P 5:00P-6:00P Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Neil Days) 114105-2(TumNovic 6-10 Se Coed Volleyball Neil Days Turn Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P 1 Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Neil Days) 114106-2(Turn Novic 11-up 21 22 23 24 25 26 27 TumbBeg 6-10 Ses2 Nerf Days TumNovic 6-10 Ses2 5:00P-6:00P 3:30P-4:30P 5:00P-6:OOP Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Nerf Days) 114105-2(TumNovic 6-10 Se BeecrerCommunity Bldg. RecTrac Page: 2 Run Date:07/20/04 NOVEMBER 2 0 0 4 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday Coed Volleyball Nerf Days Turn Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Nerf Days) 114106-2(Turn Novic 11-up 28 29 30 1 2 3 4 TumbBeg 6-10 Ses2 Nerf Days TumNovic 6-10 Ses2 5:00P-6:00P 3:30P-4:30P 5:00P-6:00P Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Nerf Days) 114105-2(TumNovic 6-10 Se Coed Volleyball Nerf Days Turn Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Nerf Days) 114106-2(Turn Novic 11-up Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 DECEMBER 2004 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 TumNovic 6-10 Ses2 5:OOP-6:OOP Full Gym 114105-2(TumNovic 6-10 Se Turn Novic 11-up Ses2 6:15P-7:15P Full Gym 114106-2(Turn Novic 11-up 5 6 7 8 9 10 11 TumbBeg 6-10 Ses2 Nerf Days TumNovic 6-10 Ses2 5:00P-6:00P 3:30P-4:30P 5:00P-6:00P Full Gym Full Gym Full Gym 114102-2(TumbBeg 6-10 S 126101-1 (Nerf Days) 114105-2(TumNovic 6-10 Se Coed Volleyball Nerf Days Turn Novic 11-up Ses2 6:30P-7:30P 4:45P-5:45P 6:15P-7:15P I Yorkville Intermedia Full Gym Full Gym 103400-1 (Coed Volleyball) 126102-1 (Nerf Days) 114106-2(Turn Novic 11-up 12 13 14 15 16 17 18 TumbBeg 6-10 Ses2 TumNovic 6-10 Ses2 5:00P-6:00P 5:00P-6:00P Full Gym Full Gym 114102-2(TumbBeg 6-10 S 114105-2(TumNovic 6-10 Se Coed Volleyball Turn Novic 11-up Ses2 6:30P-7:30P 6:15P-7:15P Yorkville Intermedia Full Gym 103400-1 (Coed Volleyball) 114106-2(Turn Novic 11-up 19 20 21 22 23 24 25 Coed Volleyball 6:30P-7:30P Yorkville Intermedia 103400-1 (Coed Volleyball) 26 27 28 29 30 31 1 Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 JANUARY 2005 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:OOP 9:00A-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 9 10 11 12 13 14 15 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:OOP 3:30P-8:00P 3:30P-5:00P 9:00A-5:OOP Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 16 17 18 19 20 21 22 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 23 24 25 26 27 28 29 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 30 31 1 2 3 4 5 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball Beecher Community Bldg. RecTrac Page: 1 Run Date: 07/20/04 FEBRUARY 2005 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 6 7 8 9 10 11 12 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:OOP 3:30P-5:OOP 9:OOA-5:OOP Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 13 14 15 16 17 18 19 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-BOOP 3:30P-5:OOP 9.00A-S.00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 20 21 22 23 24 25 26 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 27 28 1 2 3 4 5 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:OOP 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 MARCH 2 0 0 5 CALENDAR Run Time: 10:59A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 6 7 8 9 10 11 12 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:OOP 3:30P-5:00P 9:OOA-5:OOP Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 13 14 15 16 17 18 19 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball _� 20 21 22 23 24 25 26 Facility Res Program Facility Res Program Facility Res Activit Facility Res B-ball 3:30P-8:00P 3:30P-8:OOP 3:30P-5:00P 9:OOA-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia Full Gym 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 200000-2(Facility Res B-ball 27 28 29 30 31 1 2 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:00P 3:30P-5:OOP Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 APRIL 2005 CALENDAR Run Time: 10:58A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 10 11 12 13 14 15 16 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 17 18 19 20 21 22 23 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:OOP 3:30P-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(FacilityRes Pro 200000-14(FacilityRes Pro 2 9 00000-13(FacilityRes Activ 9 24 25 26 27 28 29 30 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:00P 3:30P-5:OOP Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 MAY 2005 CALENDAR Run Time: 10:58A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 8 9 10 11 12 13 14 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:OOP 3:30P-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 15 16 17 18 19 20 21 Facility Res Program Facility Res Program Facility Res Activit 3:30P-8:00P 3:30P-8:00P 3:30P-5:00P Yorkville Intermedia Yorkville Intermedia Yorkville Intermedia 200000-14(Facility Res Prog 200000-14(Facility Res Prog 200000-13(Facility Res Activ 22 23 24 25 26 27 28 29 30 31 1 2 3 4 Beecher Community Bldg. RecTrac Page: 1 Run Date:07/20/04 JUNE 2 0 0 5 CALENDAR Run Time: 10:58A Yorkville Intermed User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 1 2 Beecher Community Bldg. RecTrac Page: 1 RunDate:07/20/04 OCTOBER 2004 CALENDAR Run Time: 10:57A Yorkville High Schoo User: SCH Sunday Monday Tuesday Wednesday Thursday Friday Saturday 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 Internet For Seniors 9:OOA-11:00A YHS Computer Lab 117500-1 (Internet For Senio 24 25 26 27 28 29 30 31 1 2 3 4 5 6 08/16/2004 16 26 FAX 630 553 5764 DANIEL J KRAMER 0 002/003 ?�,c�o C/rr , : ., United City of Yorkville �d ``�' Cotmry sear of Kendall County eer. '"�!.�+ex 800 Game Farm Road "`� (/J Yorkville,Illinois 80560 0 0 ( ;,- O Phone:630-553-4350 1/ �� Fax:630-553-7575 ilL tE `�' gust 16,2004 Laura Brown Director of Parks and Recreation United City of Yorkville I 800 Game Farm Road - Yorkville,IL 60560 RE: United City of Yorkville—Preschool Contract Dear Laura: Please be advised that I have reviewed the Contract forwarded to my office regarding the above referenced matter. At this time I do believe that the City's interests are protected and that the document is in an acceptable form. Should you have any questions please feel free to contact me. Very Truly Yours, *Nb`Daniel . amer, - Attorney at Law - DJK/cth kEb AGREEMENT UNITED CITY OF YORKVILLE YORKVILLE PARKS AND RECREATION DEPARTMENT And YORKVILLE CONGREGATIONAL UNITED CHURCH OF CHRIST This agreement is made and entered into this day of 2004, by and between THE UNITED CITY OF YORKVILLE an Illinois municipal corporation (the "city"), and the YORKVILLE, CONGREGATIONAL UNITED CHURCH OF CHRIST an Illinois not-for-profit corporation(the"Organization"). WITNESSETH WHEREAS, the Organization is the owner of classroom space which the City wishes to utilize for recreational programs with the prior written permission from the Organization and the Organization wishes to accommodate the City's use of the classroom space on the terms and conditions set forth herein. NOW, TH F;REFORE, in consideration of the covenants and agreements hereinafter contained, it is mutually agreed by and between the parties hereto as follows: 1. Use of Classroom by the City. The Organization agrees to permit the Parks and Recreation Department of the City("Parks&Rec. Dept.")to utilize Organization facilities, as designated by the Council of Organization for Parks&Rec. Dept. sponsored activities during mutually agreed upon dates and times when the facilities are not required for the Organization's purposes. The Parks&Rec. Dept. will have the first right of use of Organization's facilities for the purpose of a preschool program as a result of this agreement. The Parks &Rec. Dept. personnel and program participants shall be entitled to reasonable modes of ingress and egress into and from the south end of the facility, and use of the Organization's parking facilities during those times when the Parks&Rec. Dept. utilizes Organization's facilities. 2. Scheduling Use Of Facilities And Grounds. To facilitate the scheduling of the Parks&Recreation Department use of designated facilities and grounds by both parties representatives or staff of the Organization and the Parks & Recreation Department will meet annually, or more frequently as may be needed, to develop a master scheduling calendar for the upcoming school year. 3. Fees for Use. The City agrees to adhere to the approved policies. Furthermore, by using the building space of the Organization, the City agrees to adhere to all use policies and procedures while in the building and grounds of the Organization. a. The City agrees to compensation for use of the facilities, and grounds as described herein. It will be the responsibility of the City utilizing the organization's property and facilities to return the condition of the facility or property to the same state it was found. b. The Organization will provide Parks and Recreation Department staff with two keys to the designated facility, building or area to allow access without the need of having additional personnel present. Each party hereto, will be responsible for securing the facility, building or area upon leaving. 1 4. Maintenance Standards. In agreeing to use the Organization Buildings, the City agrees to participate in completing the routine maintenance items while using the building.. • Inspect the building and grounds prior to use daily • Return the condition of the facility or property to the same state it was found • Immediately reporting of any damages and/or maintenance concerns to the Organization. • The City agrees to assist with snow removal of the entrance areas and parking lot during the times of operation of City sponsored programs. 5. Periodic Review Of Agreement. a. The Organization and the City recognize and understand that this Agreement provides for the optimum use of the physical facilities being provided. It is therefore recognized by both the Organization and the City that there will be a need from time to time, for periodic review and modification of the schedule set forth after formal adoption and execution of this Agreement. Such reviews shall take place as needed, at the request of either the Organization or the City. b. The parties agree that this Agreement shall be in full force and effect for a period of one(1) year. This Agreement maybe reviewed by the parties annually at which time any Agreement may be extended for an additional one (1)year period. Notwithstanding the foregoing provision, six(6) months prior to the anniversary date of this agreement, the Organization and City staff and/or committee will meet to evaluate the terms of the agreement and feasibility of continued agreements and expenses. 6. Holdharmless And Indemnification. The City shall indemnify and hold the Organization harmless for any and all claims and causes of action that arise during the course of facility use by the City, or City employees, agents or Departments there of. 7. No Alteration. The City shall not make structural improvements, changes or alteration to the Facility without first obtaining the written consent of the Organization. Any improvements to the Organization's building will be through a donation to the Organization, and therefore become the property of the Organization. 8. No Assignment. The City shall not assign it interest in this Agreement without obtaining the written consent and approval of the Organization. 9. Binding upon successors. This Agreement shall be binding upon the successors and assigns of the parties hereto. 10. Integration Of All Terms Into Agreement. This Agreement contains all of the terms, conditions and agreements between the parties hereto and no amendments, additions or changes hereto shall be valid unless attached hereto in writing and signed by the City and the Organization. 2 IN WITNESS W H N:REOF, the parties hereto have, the day and year first above written, signed and executed this Agreement by virtue of authority given and granted by the respective corporate authorities of the parties hereto. THE UNITED CITY OF YORKVILLE By: Mayor, United City of Yorkville By: Park and Recreation Board YORKVILLE CONGREGATIONAL UNITED CHURCH OF CHRIST By: Pastor Church Moderator Attest: Representative 3 Attachment AGREEMENT UNITED CITY OF YORKVILLE YORKVILLE PARKS AND RECREATION DEPARTMENT And YORKVILLE CONGREGATIONAL UNITED CHURCH OF CHRIST $400.00 per month donation for building use for the operation of the preschool program. The parties agree that this Agreement shall be in full force and effect for a period of one (1) year. This Agreement maybe reviewed by the parties annually at which time any Agreement may be extended for an additional one (1)year period. Notwithstanding the foregoing provision, six(6) months prior to the anniversary date of this agreement, the Organization and City staff and/or committee will meet to evaluate the terms of the agreement and feasibility of continued agreements and expenses. P ch `�sD CIa.4 United City of Yorkville o► County Seat of Kendall County "c 800 Game Farm Road ES.' .41 1 " Yorkville, Illinois 60560 fir^ �;: co Phone: 630-553-4350 p r F F= - 0 ,�� Fax 630-553-7575 -4(Le ‘!` REQUEST FOR PROPOSAL SITE PLANNING AND ARCHITECTURAL SERVICE FOR DESIGN OF A NEW PARK MAINTENANCE FACILITY The United City of Yorkville, IL (City) is seeking proposals from a qualified architectural/ engineering firm to undertake design and development of site planning for new park maintenance facility. The facility will be located on a site owned by the City in a recently annexed residential neighborhood, in the geographic region of commercial areas. The City's schedule is to have plans and specification ready for contractor bidding no later than February 15, 2005. The RFP is present as outlined below: I. Background II. Scope of Services III. Proposal Format & Content IV. Evaluation Criteria and Selection Process V. Submittal Requirements I. Background The United City of Yorkville is a rapidly growing community in Kendall County in northeast Illinois with a population of approximately 9,000, founded in the 1830's. Yorkville is the county seat and is located on the Fox River. Yorkville is served by Illinois State and County Highways 47, 34, 126, 71, and 30 and the Burlington Northern Santa Fe railroad. At current rates, the population of Yorkville is expected to triple in the next 10 years. Park owned land has grown from 50 acres to close to 500 acres. The Parks Department has shared facility space with the Public Works Department. This overcrowding situation has been taxing for both departments. The current site limitations do not accommodate the office space or garage space for the current staff, vehicles or equipment. The new two-acre site is adjacent to a new 5-acre proposed public park and will centralize the parks department and equipment in a highly visible and easily accessible location. United City of Yorkville Request for Proposal August 2004 Page 2 The Mayor, City Council and Park Board are now seeking the services of an experienced architectural/engineering firm to proceed with site planning for the new park maintenance facility and completion of architectural plans and specifications. II. Scope of Services The project consists of furnishing all labor, materials, supervision and travel to undertake and complete the following: A. Space needs assessment 1. Interview necessary staff and apply professional knowledge and standards to determine current and future space needs for the following • Offices, work space and meeting areas for the Park and Planning staff • Garage and storage areas for all the parks vehicles and maintenance needs • Storage areas for the Public Works streets area maintenance needs 2. Determine appropriate space for offices, work areas, locker rooms and break areas. 3. Determine the appropriate size for garage, storage, and maintenance yard. B. Design 1. Conduct on site analysis and review material on file with the City(building codes and standards)to determine location, façade, and building/zoning requirements for a free standing building/garage. 2. Prepare preliminary site plan showing layout of building, parking areas, public areas, private maintenance area and uses for the overall site. 3. Prepare detailed construction drawing for a one or two story Parks Department office building, pre-engineered steel garage, maintenance yard with privacy fencing, and designed to accommodate the office and activities identified above. Future Services The selected consultant may be retained by the United City of Yorkville construction management services for the parks facility project with the scope of work to be defined and contracts negotiated prior to the time any work is commenced. III. Proposal Format and Content Proposals are to follow the format and are to contain information listed in this section. In order to be responsive, proposal must address all the items listed in this section. A. Letter of transmittal introducing firm and nature of proposal. B. Narrative items 1. Brief resumes' of principal-in-charge and key technical/professional personnel to be assigned to the project. Discuss experience and how 2 United City of Yorkville Request for Proposal August 2004 Page 3 experience will be applied to this project. 2. Program of work satisfying the requirement of the Scope of Services section. Program should include a Completion Schedule (bar chart) and a Work Plan identifying discrete tasks and outlining: • Activity/task description • Person completing the task • Deliverable C. Prior Work A copy(s) of work from not more than two similar projects complete by your firm. D. References Provide name and telephone numbers of three references who will attest to your firm's ability to undertake and complete projects similar to this on time and within budget. IV. Evaluation Criteria and Selection Process Consultant selection and award of contract will be make on the basis of the respondent receiving the most points based on the following: A. Qualifications of the firm (Staff strength& Similarity of projects) 40 points available B. Program of Work and general approach -40 points available C. General knowledge of the Yorkville Community— 5 points available D. Past performance/references— 15 points available V. Submittal Twelve copies of the proposal are due in the office of the United City of Yorkville - City Clerk no later than 3:00 p.m. on September 17, 2004. Proposals are to be submitted in a sealed envelope and marked"UNITED CITY OF YORKVILLE - SITE PLANNING AND ARCHITECTURAL SERVICE FOR DESIGN OF A NEW PARK MAINTENANCE FACILITY". Proposals submitted by any means other than mailing, courier, or hand delivery will not be accepted. Submittal and hand delivery address: City Clerk UNTIED CITY OF YORKVILLE 800 Game Farm Road Yorkville, Illinois 60560 All contacts, and questions with regard to the RFP shall be directed as follows: Laura J. Brown, Executive Director United City of Yorkville/Park and Recreation Department 630-553-4341 3 UNITED CITY OF YORKVILLE To: Dan Kramer, City Attorney Attention: Kelly Kramer t From: Joe Wywrot, City Engineer B Subject: Windett Ridge -NiCor Ease nt R : est Date: August 10, 2004 NiCor recently submitted a pei mit request to the city for a large gas main that would run parallel to the Corn Ed right-of-way through Windett Ridge. The alignment they chose was along the east side of the ROW and very close to the deep sanitary interceptor sewer that was constructed recently, therefore I asked them to move their gas main to the west side of the Corn Ed ROW. They are willing to do that, but need easements across two parcels in Windett Ridge. The first parcel is the future commercial property currently owned by Wiseman-Hughes. Wiseman-Hughes has granted that easement (see attached grant of easement for Parcel 1). The second parcel is open space where a detention basin is located. That parcel has a stormwater management easement located over it, but does not have a public utility and drainage easement. The provisions of the stormwater management easement (attached) allow the city to assign easement rights to allow construction of structures and appurtenances as may be deemed necessary by the city. Does the authority granted through the stormwater management easement allow us to grant easement rights to NiCor? Wiseman-Hughes is the current owner of the second parcel, and has granted an easement to NiCor (see attached grant of easement for Parcel 2). Since Wiseman-Hughes has already granted an easement, does the city need to do anything at all? If we do need to assign rights to NiCor, would that assignment need to be approved by City Council? There is language in the easement provisions that give the City Engineer authority to allow certain things, but I don't believe it extends to an assignment of rights. This gas main needs to be constructed before homes in Windett Ridge can get gas service. If this item needs to be approved bey City Council, I would like to put it on the Committee of the Whole agenda of August 17 , so your timely review of this matter is appreciated. If you need additional information regarding this matter, please call me or Alice Johnson (Real Estate agent for NiCor) at (630) 983-8676 Ext.2979. Cc: Tony Graff, City Administrator Liz D'Anna, Deputy City Clerk _ . _. _. . __... , ,. n ,r. =r-c,vrc oNivtv'vAYS AND WALKWAYS, BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL, RETENTION POND OR MECHANICAL EQUIPMENT. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER, UPON WRITTEN REQUEST, STORMWATER MANAGEMENT EASEMENT PROVISIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS AND ASSIGNS, OVER ALL OF THE AREAS MARKED "STORMWATER MANAGEMENT EASEMENT' (abbreviated S.M.E.) ON THE PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE. AND AUTHORITY TO SURVEY. CONSTRUCT, • RECONSTRUCT, REPAIR. INSPECT. MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS. SANITARY SEWERS, WATER MAINS. ELECTRIC AND COMMUNICATION CABLES. CONNECTIONS; DITCHES. SWALES, AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SAID CITY. OVER, UPON, -ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH .THE RIGHT OF 'ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT TO DO ANY OF THE ABOVE-WORK. THE RIGHT IS ALSO GRANTED TO CUT --DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON THE EASEMENT THAT INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREA SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME MAY BE USED FOR PURPO§ THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR THE OWNER OF THE PROPERTY SHS REMAIN RESPONSIBLE FOR THE MAINTENANCE OF THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED CITY OF YORKVILLE. PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS THE UNITED CITY OF YORKVILLE, ITS SUCCESSORS, LICENSEES AND ASSIGNS, ARE HEREBY GIVEN EASEMENT RIGHTS OVER ALL AREAS ON THE PLAT MARKED 'PEDESTRIAN EASEMENT'. "BIKE TRAIL EASEMENT", 'PEDESTRIAN AND BIKE TRAIL EASEMENT' OR "STORMWATER MANAGEMENT EASEMENT', TO CONSTRUCT, INSTALL., RECONSTRUCT, REPAIR, REMOVE. REPLACE, INSPECT, MAINTAIN AND OPERATE PEDESTRIAN AND BICYCLE TRAILS, PAVED OR UNPAVED; FOR THE USE AND ENJOYMENT OF THE GENERAL PUBLIC. THE,ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM. OR REMOVE ANY TREES; SHRUBS OR OTHER PLANTS WITHIN THE EASEMENT AREAS HEREIN GRANTED WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION. REPAIR. REMOVAL, REPLACEMENT, INSPECTION. MAINTENANCE AND OPERATION THEREOF. NO TEMPORARY OR PERMANENT BUILDINGS, STRUCTURES OR OBSTRUCTIONS SHALL BE PLACED ON OR OVER SAID EASEMENTS THAT INTERFERE WITH THE RIGHTS HEREIN GRANTED 'OUNTY RECORDER CERTIFICATE ;TATE OF ILLINOIS ) _` ' L 7 ) SS K 5 .�. " ;OUNTY OF KENDALL ) V` T�l 3 Y 'HIS INSTRUMENT WAS FILED FOR RECORD IN THE i3- ECORDER'S OFFICE OF KENDALL '� " t OUNTY, IL INOIS ON THE f 3 DAY OF P`6 8 2000AT 3 , I5- )'CLOCK r M. AND WAS RFC C RnFn it Rnni< ' - - { �1 Nicor Gas Mailing Address Phone 630 983-8676 0 A s 1844 Ferry Road P.O.Ecx 190 interne: www.Acor.ccm Naperville,IL 60563-9600 Aurora,IL 60507-C190 August 9, 2004 United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 Subject: Reconfigure Natural Gas Facilities to West side of Corn Ed R.O.W. in Windett Ridge Subdivision Unit 1 Dear Mr. Wywrot, Per your request Nicor Gas has reconfigured the proposed 8" natural gas main from the East Side of the Corn Ed R.O.W. to the West Side. There are two areas that are not covered by a Public Utility Easement. Wiseman-Hughs has granted Nicor Gas the necessary easements to install the main for these two areas. However, Lot E (Storm Water Management Easement) specifically requires Written Consent from the City Engineer for the United City of Yorkville. The parcel of land the 8-inch gas main is to be installed in on Lot E is; A ten (10) foot strip of land running North to South for a distance of approximately 387.26 feet, West of and adjacent to the Commonwealth Edison 50 foot R.O.W. Recorded in Deed Record 66 Page 287 situated in the West Half of Section 9, Township 36 North, Range 7 East of the Third Principal Meridian, Kendall Township, Kendall County, Illinois, said strip of land is depicted on Exhibit "A" Dated July 27, 2004 and attached hereto and made a part hereof; A second set of drawings is attached that show where the new gas main will be installed. This second set of drawings is labeled Exhibit B. You can see that the new gas main is to be installed within the 10-foot wide easement. If approved by City Engineer for the United City of Yorkville, Nicor Gas covenants and agrees to: 1) perfoinn all such work in a good and workmanlike manner and to restore all that portion of Lot E of Windett Ridge Subdivision Unit 1 Recorded February 13, 2004 as Document No. 200400003630 impacted and/or disturbed by Nicor Gas during the reconfiguration of the gas main to a condition as good as or better than that which existed prior to Nicor Gas entering said property; and 2) save,protect and indemnify The United City of Yorkville its lessees, licensees, mortgagees, successors and assigns (collectively, the "Indemnitees") and hold each of them and their respective partners, officers, directors, agents, employees and affiliates hamiless from any and all claims, actions, losses, costs, expenses or damages, including reasonable attorneys' fees, whenever asserted, that may be asserted against or incurred by any or all of the Indemnitees arising out of or as a result of Nicor Gas' use of the Easement Premises. If approved, please sign below. Thank you for your help and cooperation in this matter. Very truly yours, `. Alice Johnson Real Estate Agent Consent is hereby given to install gas main in Lot E Windett Ridge Subdivision Unit One, as described above. Signature Print name Title Date 7 Y ♦ 191.?9_— ,—.4.- ' W -, LO-T Q 00Ro orenOWd revrd 66 atPade X87 d ' •• : _ 6 .,,-.0, Redd Deed •��0001�, C10'pU•&o .ous Known as FoxanI way s � 6 ,... .�Ap1d IllnolsUnlon Ra3 o 115 N al g • Q \\\ w Wa ,/off6 \°per \\ �i10 N \ots-; • \ i .-67.61 v_„ \ W E • F /�, /? '6>\\\ • ''- Q • \ 0 0 U oQ� U) • \ �4' X y 4. \ N \ Qw cj ` 3p S \• P 5'� '� \\ �z m n n4 OT .°) 1%,'"' F< BO'�° , w / we ! 4, 40- �a c / \ Bu C o t,' \ I• v., O !el V m''i p F' / O n c I U �` —3.° ObT 7/ u P !� -0 \ °s`s �` \\ • �r Moo—fp--os .-4e w��—'_�6£' �•srN • 6 m 19 --. 11 \\\ z�r � t'•-• ti a o� 6 4,62• °c� I n �g m o� % • ✓ \\\ , I so,.-..,4____, 5_."E___6 QJ'��6' �� • • oda JOGo \\ ` 14 ,00 �c l• \\ ��%�993�0 a GaJ� �• \ rl lN, / 6 e' .cc) I M ( 111 .a U N� �� n ( w \ � / �Ro �� cL I m �f \fes -A a — -- -- -- --i-- -- -- —._. ___ --_ -- -- -- --- -- _-- -- -- -- T — -- -- --- — -. UEXIST! iG R.O.W. _ __ _EXISTING R.O.W. \ N 1111111 } W O Z1 o tr J LY T 0 C_3 v (_ O tttt _ _I 1 EXISTING R.O.W. -EXISTING R.0_W. 64 I / ---1 \ \-- ' H tWn 1 ,--3 ; \ l V -- , U --..1r 1 w I` Q a f �� a_ C3 CY O a T p�. O n. �Yiy �,1} 'Sr O (TJ / COMMONWELTH EDISON R.O.W. 4I (PREVIOUS KNOWN AS FOX AND ILLINOIS UNION RAILWAY R.O.L) 7 , / , o� �f's tip, �I I �'�� W \ ,, \\, LO 01� �� , -rt/ -0 (---) s. 2 \ \ .,,, _../ \ / / _. .._."/ / ri /...c-) o � N I I -- 1;1'3'T / -i_ ____ � SIX- ----- � ---- D �NJl ----— — 0 _ z z / s rel 0 �• �NI1513 — N l_ 1‘.,U1 1 c_- °-\ . D -19 OD M 19 FOX C) k, 0AND ILLINOIS UNION RAIL c W AY { Pv c, I ui i-11 fn OD 0 COMMO NWELTH EDISON R.O.W. • (PREVIOUS KNOWN AS FOX AND ILLINOIS UNION RAILWAY R.O.F.) Sec 9 T36N R7E 3rd PM Kendall Twp. Kendall Co. Central File# WO 134326 Pd. 1 PIN GRANT OF EASEMENT TO NICOR GAS WISEMAN-HUGHES ENTERPRISES INC., its successors and assigns (hereinafter"Grantor"), for and in consideration of the sum of Ten and 00/100 dollars ($10.00) and other good and valuable considerations, in hand paid by NICOR GAS COMPANY, an Illinois corporation, doing business as NICOR GAS COMPANY (hereinafter "Grantee"), the sufficiency thereof and receipt of which is hereby acknowledged, does hereby give and grant unto said Grantee, its successors and assigns, a perpetual easement and right-of-way for the purpose of constructing, laying, installing, maintaining, operating, renewing, replacing and removing natural gas mains, and any necessary natural gas facilities appurtenant thereto (hereinafter individually or collectively referred to as "Grantee's Facilities") in, upon, under, along and across the following described property (hereinafter"Easement Premises"): A ten (10) foot strip of land running North to South for a distance of approximately 735.57 feet, West of and adjacent to the Commonwealth Edison fifty 50 foot R.O.W. Recorded in Deed Record 66 Page 287 situated in the West Half of Section 9, Township 36 North, Range 7 East of the Third Principal Meridian, Kendall Township, Kendall County, Illinois, said strip of land is depicted on Exhibit"A" Dated July 27, 2004 attached hereto and made a part hereof; together with reasonable right of access thereto for said purposes. Grantee shall restore all that portion of Grantor's property impacted, damaged and/or disturbed by Grantee during the original installation of Grantee's facilities on Grantor's property, and also during any subsequent maintenance, repair, replacement or removal of Grantee's facilities on Grantor's property, all to a condition as good as or better than that which existed prior to Grantee entering Grantor's property. Grantor reserves the right to use the easement property in any manner not inconsistent with the rights granted herein, including, without limitation, the right to construct a parking lot and landscape, with the exception of trees in the Easement Premises. If Grantee, for whatever reason, does not commence construction of the gas main on the Easement Premise within six months of the date of this easement, then the right, title and interest of the Grantee its successors and assigns in the easement created under this instrument shall become extinguished and revert to the Grantor, and Grantor's successors and assigns. IN W TNESS WHEREOF, Grantor and Grantee have hereunto set their hands and seals this day of v(��- A. D. 2004. OEti1 E RrPRi �s GarPor$t\ c; l 5 SEAL a FO• WISE • — S: ATTEST: ./ililillinnstattO#`� 41/ ,,-_,111) - Si; ature "•gna re Print Name Print Name UlLe PVt9s'lo,en -k-- seci7eIan Title Title u STATE OF ILLINOIS ) �p ) SS COUNTY OF , [ a ) DyI Do/ I ei ; a Notary Public in and for said Countyin the State aforesaid, do hereby certify that v aAQ S P. JV• ,Vice President of WISEMAN - HUGHES, and \..) 04n Kul ezeik s (il , Secretary of said Company,personally known to me to be the same persons whose names are subscribed to the foregoing instrument as such Vice President and Assistant Secretary, respectively, appeared before me this day in person, and acknowledged that they signed and delivered said instrument as their own free and voluntary act and as the free and voluntary act of said Company, for the uses and purposes therein set forth; and said Assistant Secretary did also then and there acknowledge that he, as custodian of the corporate seal of said Company, did affix said corporate seal of said Company to said instrument as his own free and voluntary act, and as the free and voluntary act of said Company, for the uses and purposes therein set forth. Given under my hand and notarial seal this fes"day of CA , A.D., 2004. 'OFFICIAL SEAL' Dyani Dohlen Total Public I y Notary Public,State of Illinois My Commission Expires 5/08/06 This Document Prepared By: Property Address: Nicor Gas Commercial Lot Real Estate Department(AJ) Windette Ridge P.O. Box 190 Yorkville, IT Aurora, Illinois 60507 EXHIBIT"A" DATED 07/27/04 • II I I it\te I— I 10' It 1 n o . 4 t- COMMERCIASITE 73557' I' d L I ' o -""{ HATCMARKS INDICATE f' H I NICOR EASEMENT 10'X 735.57' 10' -1f-(-- , i II 1 _L_ �I T D It 1, Y Section 9 T36N—R7E Kendall Township Kendall County Sec 9 T36N R7E 3rd PM Kendall Twp. Kendall Co. Central File# W0 134326 Pc' 2 PIN GRANT OF EASEMENT TO NICOR GAS WISEMAN-HUGHES ENTERPRISES INC., its successors and assigns (hereinafter"Grantor"), for and in consideration of the sum of Ten and 00/100 dollars ($10.00) and other good and valuable considerations, in hand paid by NICOR GAS COMPANY, an Illinois corporation, doing business as NICOR GAS COMPANY (hereinafter "Grantee"), the sufficiency thereof and receipt of which is hereby acknowledged, does hereby give and grant unto said Grantee, its successors and assigns, a perpetual easement and right-of-way for the purpose of constructing, laying, installing, maintaining, operating, renewing, replacing and removing natural gas mains, and any necessary natural gas facilities appurtenant thereto (hereinafter individually or collectively referred to as "Grantee's Facilities") in, upon, under, along and across the following described property (hereinafter "Easement Premises"): A ten (10) foot strip of land running North to South for a distance of approximately 387.26 feet, West of and adjacent to the Commonwealth Edison 50 foot R.O.W. Recorded in Deed Record 66 Page 287 situated in the West Half of Section 9, Township 36 North, Range 7 East of the Third Principal Meridian, Kendall Township, Kendall County, Illinois, said strip of land is depicted on Exhibit "A" Dated July 27, 2004 and attached hereto and made a part hereof; together with reasonable right of access thereto for said purposes. Grantee shall restore all that portion of Grantor's property impacted, damaged and/or disturbed by Grantee during the original installation of Grantee's facilities on Grantor's property, and also during any subsequent maintenance, repair, replacement or removal of Grantee's facilities on Grantor's property, all to a condition as good as or better than that which existed prior to Grantee entering Grantor's property. If Grantee, for whatever reason, does not commence construction of the gas main on the Easement Premise within six months of the date of this easement, then the right, title and interest of the Grantee its successors and assigns in the easement created under this instrument shall become extinguished and revert to the Grantor, and Grantor's successors and assigns. ENNESS WHEREOF, Grantor and Grantee have hereunto set their hands and seals this day of V% U , A. D., 2004. Li 0t ►Ntg N1ERP/jr<5 <4:r s .,.�, ,.` J . /iy / .� i : orPorao W SEAL.= FO• t', ISEMAN— , HES: ATTEST: %�• ..��C�N�'S.:,'o'�\ il milli •i „112_ IIP ��fiarrrn ►tttt�� Sian. ure gi ature dovvv) 7 , J v. o llIn U. Cz Print Name Print Name U 1U_ 't o eA eCk� Title Title STATE OF TT.LINOIS ) ) SS COUNTY OF • T e ' ) i I cc,A t Do\al , a Notary Public in and for said County, in the State aforesaid, do hereby certify that a sP , Vice President of WISEMAN - HUGHES, and 0 Y ► i fczeu44,i , Secretary of said Company, personally known to me to be the same persons whose names are subscribed to the foregoing instrument as such Vice President and Assistant Secretary, respectively, appeared before me this day in person, and acknowledged that they signed and delivered said instrument as their own free and voluntary act and as the free and voluntary act of said Company, for the uses and purposes therein set forth; and said Assistant Secretary did also then and there acknowledge that he, as custodian of the corporate seal of said Company, did affix said corporate seal of said Company to said instrument as his own free and voluntary act, and as the free and voluntary act of said Company, for the uses and purposes therein set forth. A Given under my hand and notarial seal this day of i. , A.D., 2004. ice. iii `OFFICIAL SEAL" Dyani Dohlen otary Public Notary Public,State of Illinois My Commission Expires 5/08/06 This Document Prepared By: Property Address: Nicor Gas Lot E Real Estate Department(AJ) Windett Ridge P.O. Box 190 Yorkville, IL Aurora, Illinois 60507 f*, 19 .49_ • ' ailway R,0•W•) LOT Q Prevloua Known e . and�ilinole Unlon •• Commonweal R0 o�rded R peed l�®oord 66 at Rag .000016*PIS . 60 R.O.W. AR,O.sn, 1 0 ii. 'i\\. N ��s A \� h�\ N V\ \ 1V .g�'Si Wi 4' 0 �L \\ . �, /� ?�\\`\ \\ ''''41 g g ro a \ w \ N UCG Q)'•cki or ~ 4/ P'// ,> C z7' 4 jos oe, \ oti2 I — �s� `� • \ . I s M 4i �,��1NN � \ ��i.S 01 N o°I 4.621 I m \\\ �'' \ g'34_55"E 1 ��, ‘4,g2:..." i �� \• ISO! a 1 b °yk moi, w� ul c.,?G \ ——j q�,00 �� C�3i%i9g'DE a o0lL :: r\ 1\ / 6e' 1 UNITI-D CITY OF YORKVILLI-4, 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 13ez it aacicii~citz 4/ 1Itez Way VOI,? Cit o Ute 2 fit / o, o,i/ccT3414 ,91.(W dit,641/4 ia-iic2#v Vara uiirta/ '/taaa.ec/cwZ4Wily/rdc m G(9,titc621-fr4J r4, aa?/ate/ a, , , aa/.11,063el�,ue v a4ne z dea; 1,e/as 1/o�trYs 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. IDOT: 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. Richt-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 fmal 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. Sewace 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 I000ADT. 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 intensively developed 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 informal 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 final 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: I. 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 final 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 shall be 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 fmal 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 LNFORMATION 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 stot Hu 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 detentioniretention 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 1/2 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 Yorkville "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 defmite 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 Yorkville, a construction guarantee in the form of an Irrevocable Letter of Credit or irrevocable bond, payable to the United City of Yorkville, 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 Yorkville 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 'A) 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 Watermain 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—ADMIlNISTRATION 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 CERTIFICATE 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 1'h 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, fine, 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 conform 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 1/4 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 defoiuied 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-arounds 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 Sub grade 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. Major 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 (5%) 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 uniform,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 Department 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 Depai lucent, 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 permits 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 noisnal 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 perfossu nonual 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 S300.00 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 150/55/D, 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 burn continuously for at least 48 hours. During this bum 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 storm 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 storm 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 sto fir 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 storm 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,m 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 II) 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 Yorkville 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 storm water storage areas must have containment for twelve inches of additional stout' 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 stoi in 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 break points. 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 permit. 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 permit 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 storm 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 confoi u 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-1 3 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. 92 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 watennain 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 permit 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, intermediate, and ultimate flow rates from the tributary area, at a velocity of between 3.0 and 6.0 feet per second. Material shall be watermain 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-1 5 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 determined 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 deteiruining 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 fmal 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 fmal 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 fmal 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 fmal 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 PARKING LOT PAVING ALL DRIVEWAYS AND PARKING LOTS SHALL BE PAVED AS PER THE FOLLOWING SPECIFICATIONS: I. 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- . A17EST: City Clerk SEAL RICHARD STICKA WANDA OHARE VALERIE BURD LARRY KOT MARTY MUNNS PAUL JAMES JOE BESCO ROSE SPEARS S-21 Exhibit 2 .2R ti ', t QJ 37/tItLyi VIY0f UNITED CITY OF YORKVILLE PARK AND RECREATION DEPARTMENT PARKS DEPARTMENT PARK DEVELOPMENT STANDARDS June 1, 2003 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 - Stormwater 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 / 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 23 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 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 tel ins 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 preservation 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 % 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 %2 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. 1 - 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. 1 7. Adjoining Developments: Whenever possible, the dedicated parcel shall be combined with dedications from adjoining developments. 3.2. Timing of Dedication and Acceptance 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, buriedor 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 feet 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 /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 1 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. Desion 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. B. 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 all 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. . • June 1, 2003 PARK DEVELOPMENT STANDARDS- Pg. 13 / i \':" ;#00200waestemanftk.... '\\(«\ / i 20'MINIMUM i 12'MINIMUM q \ I 50'BUFFER(PATH OCCURS) 30'BUFFER(NO PATH \ z } UJ � B'WIDE AREA WITH 2-5%SLOPE) +� w O O a Hd VARYING SLOPES 1.5%-20%(5:1) a / O cf I / 1 UNDULATING SHORELINE / _ POND 2 ACRE MIN. / 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- RETENTION/DETENTION PONDS N.T.S. June 1, 2003 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 NVetlands/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% 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. June 1, 2003 PARK DEVELOPMENT 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 tackifies 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 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. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 17 h,r 1 2nnn PARK DEVELOPMENT STANDARDS - Pg. 18 l - • June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg- 19 3.10.2.5. Mulching /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 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. 4 'nn' PARK DEVELOPMENT STANDARDS - Pg. 20 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 800 feet. S CONCRETE PAVING 2'AGGREGATE BASE COURSE(MIN.) WELL COMPACTED SUBSOIL FREE OF TOPSOIL FraWeeTOWCe1e' ."W; \(\Y\/\-\ \�'/\// CONCRETE REQUIRED AGGREGATE SHOULDER r CLASS I BITUMINOUS SURFACE COURSE B'AGGREGATE BASE COURSE WELL COMPACTED SUBSOIL FREE OF TOPSOIL 5 OZ.GEOTEXTILE FABRIC VARIE ////'//W// /V//'i/V /�/�/V.// //\/V/ y \ ,/`/ /\ \ \ \y//\/``-`\/ BITUMINOUS ASPHALT 1 Z LIMESTONE SCREENINGS 1- S"AGGREGATE BASE COURSE WELL COMPACTED SUBSOIL FREE OF TOPSOIL 1 v \rittaAtriV.Zit.;WO tri \///\_ ripr �aN,rf6/01.1p •.•iWiN�/«pJN�•fI�M�MV j `// LIMESTONE SCREENING 1 SIDEWALK / TRAIL SECTIONS N.T.S. , __ A ,,,,,, PARK DEVELOPMENT STANDARDS - Pg. 21 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. —#a REINF.BARS W/SLIP DOWELS AT EXPAN.JT. 5'11-IICK CONCRE I E Z'THICK COMPACTED GRANULAR BASE(MIN.) ;T LAYER OF ENGINEERED WOOD FIBERS WELL COMPACTED SUBSOIL FREE OF TOPSOIL a'LAYER OF ROUNDED WASHED GRAVEL CONTROL JOINT FILTER FABRJC Win a ON OA'-:''.: .:'.... :. . '''d W I LI \\j\\j\�\\�\\\\j\�. /\////\\�\/VIM ' /N\// /\/ /\//\\// /\\ i. � �I�l \\/, 4'PEP,FERATED DRAIN TILE TRANSITION EDGE RETAINING CURB PLAYGROUND DETAILS N.T.S. June 1, 2003 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 lett to the developer, or homeowners association. See the following • suggested language: 1. In order to assist the future Homeowners 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. �„no nnna PARK DEVELOPMENT STANDARDS - Pg. 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. [his 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.) 20113 PARK DEVELOPMENT STANDARDS - Pg. 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 IEPA 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. 1 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 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.) 1 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 i I J ,nP I 7n03 PARK DEVELOPMENT STANDARDS - Pg. 27 i RESOLUTION No. A RESOLUTION PROVIDING FOR A FEASIBILITY STUDY AND REPORT WITH RESPECT TO THE DESIGNATION OF AN AREA AS A TAX INCREMENT FINANCING REDEVELOPMENT PROJECT AREA WHEREAS, the United City of Yorkville, Kendall County, Illinois (the "City"), desires to conduct a feasibility study of certain property described and depicted on Exhibit A attached to this Resolution and located within the City (such property is referred to in this Resolution as the "Area") in order to determine the eligibility of the Area as a "redevelopment project area" pursuant to the provisions of the Tax Increment Allocation Redevelopment Act, 65 ILCS 5/11- 74.4-1 et seq., (the"Act"); and, WHEREAS, the City desires URS/TPAP of Chicago, Illinois, to undertake a study and to prepare a report with respect to whether the Area demonstrates factors that adversely impact on real property in the Area and whether or not the area qualifies as a "redevelopment project area" pursuant to the Act. NOW, THEREFORE, BE IT RESOLVED by the Mayor and City Council of the United City of Yorkville, Kendall County, Illinois, as follows: Section 1. The recitals contained in the preambles to this Resolution are incorporated in this Resolution as if set out fully herein. Section 2. The Mayor of the City is hereby authorized and directed to direct URS/TPAP to undertake a feasibility study to determine the eligibility of the Area as a redevelopment project area under the Act due to factors that adversely impact on real property in the Area and to certify the existence of such conditions; and, if eligible, to proceed to draft a "redevelopment plan and project" which address such adverse factors.. Section 3. Pursuant to the Act, once the City adopts tax increment financing, all real estate tax revenue attributable to any increase in the assessment of property included in a "redevelopment project area" is distributed to the City for reinvestment in the Area for certain purposes permitted by the Act. Section 4. The City Council hereby agrees to reimburse itself for the costs incurred in connection with the feasibility study and report in the event the Act is adopted by the City for the Area and incremental real estate taxes are available for payment of such costs pursuant to the Act. Section S. The City Council also agrees to reimburse certain redevelopment project costs as defined by the Act from incremental real estate taxes in the Special Tax Allocation Fund as defined by the Act, in the event the Act is adopted for the Area and such costs advance the redevelopment plan and project for the redevelopment project area. Such redevelopment project costs may include costs of studies, surveys, plans, architectural and engineering services, acquisition of land, rehabilitation of existing buildings, construction of public works and such other items as permitted by the Act. Section 6. The City Clerk shall cause copies of this Resolution to be mailed to all taxing districts that would be affected by such designation in accordance with the provisions of Section 11-74.4-4.1 of the Act and direct that any and all questions, comments, suggestions or requests for information be directed to: Tony Gaff, City Administrator 800 Game Farm Road Yorkville, Illinois 60560 Section 7. This Resolution shall be in full force and effect from and after its passage and approval. PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois, this day of August, 2004. APPROVED: Mayor Attest: City Clerk yo fl ismdyiprzse Exhibit A Legal Description Sent By: TRILAND; 708 531 8217; 17 Aug'04 3:23PM;Job 133;Page 2/2 EXHIBIT "A" LEGAL DESCRIPTION LOT 7 (EXCEPT THAT PART DESCRIBED AS FOLLOWS: COMMENCING AT THE MOST EASETERLY SOUTHEAST CORNER OF SAID LOT 7, THENCE NORTH 80 DEGREES, 58 MINUTES, 11 SECONDS WEST ALONG SOUTHERLY LINE 309.0 FEET TO A SOUTHEAST CORNER OF SAID LOT 7 FOR A POINT OF BEGINNING; THENCE SOUTH 80 DEGREES, 58 MINUTES 11 EAST ALONG SAID SOUTHERLY LINE 309.0 FEET TO A SOUTHEAST CORNER OF SAID LOT 7, THENCE NORTH 04 DEGREES, 45 MINUTES EAST ALONG AN EASTERLY LINE OF SAID LOT 7, 90.0 FEET; THENCE NORTH 80 DEGREES, 58 MINUTES, 11 SECONDS WEST 140.35 FEET; THENCE SOUTH 70 DEGREES, 02 MINUTES 02 SECONDS, WEST 185.15 FEET TO THE POINT OF BEGINNING; AND ALSO EXCEPTING THAT PART AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE SOUTHERNMOST LINE OF LOT 6 OF SAID RESUBDIVISION WITH THE WESTERLY LINE OF ILLINOIS ROUTE NO. 47; THENCE SOUTH 69 DEGREES, 59 MINUTES 14 SECONDS WEST ALONG SAID SOUTHERNMOST LINE 230.45 FEET TO THE SOUTHERNMOST CORNER OF SAID LOT 6; THENCE SOUTH 19 DEGREES, 57 MINUTES, 46 SECONDS EAST 192,30 FEET; THENCE NORTH 70 DEGREES, 02 MINUTES, 14 SECONDS EAST 141.82 FEET TO SAID WESTERLY LINE; THENCE NORTII 04 DEGREES, 45 MINUTES, 00 SECONDS EAST ALONG SAID WESTERLY LINE 211,98 FEET TO THE POINT OF BEGINNING) OF THE RESUBDIVISION OF PART OF BLOCK 1, COUNTRYSIDE CENTER, UNIT NO. 1, YORKVILLE, ILLINOIS, IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS. PIN: 02-28-104-015 A-1 A r-. I J��° C`r 0 United City of Yorkville Memorandum ��cccc �., i-��T 800 Game Farm Road EST. '_;.1836 Yorkville, Illinois, 60560 IS �, Telephone: 630-553-4350 pt<<E ��2° Fax: 630-553-7575 s Date: August 10, 2004 To: Administration Committee From: Traci Pleckham - Finance Director CC: Administrator Graff, Treasurer Powell Subject: 2005 IMRF Contribution Rate Attached please find notification from IMRF which states that the City is currently over-funded in the Employer Regular Reserve Account and offers 4 Options to the City. Upon review, I am recommending to select Option 2 which is the following: • By using the over-funded amount in the Regular Reserve, pay off the Early Retirement Incentive Reserve account liability of $489,014. • Amortize over-funded amounts over 27 years. (Any shorter amortization schedule could result in a sharp rate adjustment in the following years.) • The 2005 employer contribution rate would be 8.14% (currently 10.02%). Notification to IMRF via letter is required by August 31, 2004. A City Council vote is not necessary for IMRF. Upon consensus from Administration Committee, as Authorized Agent I could notify IMRF of the recommended Option. Illinois Municipal Retirement Fund MDrake Oak Brook Plaza Suite 500 2211 York Road Oak Brook IL 60523-2337 RService Representatives 1-800-ASK-IMRF(1-800-275-4673) Fwww.imrf.org May 20,2004 CITY OF YORKVILLE Employer#0165R KIMBERLY A.KING,DEPUTY TREASURER 800 GAME FARM ROAD YORKVILLE IL 60560 Dear Authorized Agent: The previously mailed 2005 Advance Rate Notice reflects IMRF's standard rate-making policy for overfunded employers. We are offering you the option to use your overfunded amount in your retirement reserve to pay off the ERI liability for your employer and/or reduce your retirement rate to a minimum rate that will maintain 100 percent funding. Balance as of December 31,2003 Overfunded Amount $709,894 ERI Liability $489,014 Overfunded Amount Shown on GASB Statement 27 $220,880 The ERI liability shown above is the liability as of December 31, 2003 and does not reflect any subsequent adjustments or payments. You have a choice You may select a rate based on either of the following calculations: 1. Overfunded amounts amortized over 27 years and continue with established amortization of ERI liability, or 2. Overfunded amounts amortized over 27 years and payoff of ERI liability,or 3. Overfunded amounts amortized over 5 years and payoff of EM liability 4. Overfunded amounts amortized over 5 years and not payoff the EM liability. The retirement rate is re-calculated based on the reduction of regular assets used to payoff the ERI balance. Options three and four will produce more volatile rates in general because increases in your pension liabilities will flow through to your rate sooner. You will also be using up the overfunded amount sooner and your potential investment earnings on those amounts will be reduced. The impact of these alternatives on your IMRF employer contribution rate is shown in the table below. Rate Option 1 ' Option 2 Option 3 Option 4 27-year 27-year 5-year amortization, 5-year amortization amortization amortization, payoff of ERI liability without payoff of ERI payoff ERI liability liability Normal Cost 7..61% 7.61% 7.61% 7.61% Funding Adjustment <2.25%> <0.44%> <1.71%> <7.61%> Net Retirement 5.36% 7.17% 5.90% 0.00% Disability 0.21% 0.21% 0.21% 0.21% Death benefits 0.14% 0.14% 0.14% 0.14% Supplemental Retirement 0.62% 0.62% 0.62% 0.62% EM 6.41% 0.00% 0.00% 6.41% Total 12.74% 8.14% 6.87% 7.38% Note: All options apply to calendar year 2005 employer rates. Please note that once the overfunded amounts are used up, your rate will return to the normal cost rate plus amortization of any unfunded amounts. The estimated overfunding could increase/decrease more rapidly if the following factors change: IMRF's current investment assumption vary significantly, benefit improvements, your member demographic data vary significantly,or the current actuarial assumptions change. Implementation of the Option: You must send us written notification of your decision by August 31, 2004. Upon receiving this notification, we will adjust your 2005 rate accordingly and send you a verification of your choice. You will receive formal notification of that rate in November 2004. Your 2004 rate is not impacted by this choice. If you choose to pay off your ERI liability, we will transfer sufficient assets from your retirement reserve account to pay off the ERI liability as of December 31g after we post your December 2004 payroll report. Upon completion of the transfer(approximately February/March 1st)you will receive a confirmation of the transfer and may be eligible to offer another ERI program. If you do not have a SLEP or ECO plan with an ERI liability,you will have the ability to offer another ERI program. If we do not hear from you, you will keep the rate shown as option 1 and continue to pay an ERI rate for 2005 and subsequent years until the ERI liability is paid off. You may not offer another ERI program until the current liability and any other plan ERI liability is paid. If you have any questions regarding these options or if you do not receive a confirmation of your decision by September 30, 2004, please contact me at (630) 706-4246. Our fax line is (630) 368- 5398. Sincerely, 1 ' Audrey Brown Employer/Member Relations Unit Supervisor