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Committee of the Whole Packet 2005 01-04-05 .,ti0 c,r� United City of Yorkville - County Seat of Kendall County �'` 800 Game Farm Road EST L1836 Yorkville, Illinois, 60560 PTelephone: 630-553-4350 � 1 L p Fax: 630-553-7575 '!^L " `° " ,,e.,,,\ .... www.yorkville.il.us <CE ��y AGENDA COMMITTEE OF THE WHOLE Tuesday, January 4, 2005 7:00 p.m. City Conference Room Revised: 12/30/04 Public Hearing: None Presentations: 1. PC 2004-28 Corneil's Crossing Concept Plan - Plan Comm 12/8/04 Detail Board Report (Bill List): Items Recommended by Committee for Consent Agenda: None Mayor: 1. Temporary Sanitary Sewer Lift Station Agreement with MPI-2 Yorkville Central 2. Coffee with the Mayor: January 8th at Union Bank, 208 E. Veterans Parkway from 9:00 - 11:00 a.m. City Attorney: 1. Oversizing and Recapture Agreement for Heartland and Heartland Circle Subdivisions Economic Development Committee: 1. Prairie Meadows - Backup Special Service Tax Area a. Ordinance Establishing Special Tax Service Area b. Enabling Ordinance to Create Special Service Area for Menard, Inc. c. Consent to Creation of Special Service Tax Area Page 2 Committee of the Whole January 4, 2005 Park Board: 1. No Report. Public Works Committee: 1. Lot 134 Kylyn's Ridge - Ratify Plat of Dedication 2. Rob Roy Creek Interceptor Contract #1 - Change Order #1 - PW 12/27/04 3. Prairie Meadows IDOT Highway Permit Application and Resolution - PW 12/27/04 4. Plat of Vacation for 514 W. Washington - PW 12/27/04 5. Deuchler Engineering Agreement for West Branch of Rob Roy Creek Interceptor - PW 12/27/04 6. Well #7 Well House & Treatment Facility - Change Order #5 - PW 12/27/04 7. Fox Highlands Subdivision - Bond Reduction #2 - PW 12/27/04 8. Fox Hill Unit 7 - Letter of Credit Reduction #1 - PW 12/27/04 9. Windett Ridge Subdivision - Onsite Work Bond Reduction #2 - PW 12/27/04 Public Safety Committee: 1. Ordinance Prohibiting the Sale of Fireworks - PS 12/9/04 2. Request for Supervisor's Position - PS 12/9/04 Administration Committee: 1. Administration Office Workstation Purchase Additional Business: DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 1 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT AATC AURORA AREA TOURISM COUNCIL 113004-SUPERB 12/28/04 01 ADMIN - SUPER 8 NOV 04 TAX 01-110-65-00-5844 01/11/05 1,237.93 MARKETING - HOTEL TAX INVOICE TOTAL: 1,237.93 VENDOR TOTAL: 1,237.93 AMOCO BP AMOCO OIL COMPANY 5902007656412 12/07/04 01 POLICE - MONTHLY FUEL 01-210-65-00-5812 01/11/05 3,121.25 GASOLINE INVOICE TOTAL: 3,121.25 VENDOR TOTAL: 3,121.25 AROLAB ARRO LABORATORY, INC. 33297 11/19/04 01 WATER OP - SAMPLES 51-000-65-00-5822 00202158 01/11/05 350.00 WATER SAMPLES INVOICE TOTAL: 350.00 33337 11/30/04 01 WATER OP - SAMPLES 51-000-65-00-5822 00202158 01/11/05 60.00 WATER SAMPLES INVOICE TOTAL: 60.00 33363 12/10/04 01 WATER OP - SAMPLES 51-000-65-00-5822 00202158 01/11/05 90.00 WATER SAMPLES INVOICE TOTAL: 90.00 VENDOR TOTAL: 500.00 ATT AT&T 121304-8412 12/13/04 01 WATER OP - MONTHLY LONG DIST 51-000-62-00-5436 01/11/05 24.99 TELEPHONE INVOICE TOTAL: 24.99 VENDOR TOTAL: 24.99 AURBLA AURORA BLACKTOP P1 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 2 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT AURBLA AURORA BLACKTOP 15096 12/07/04 01 MFT - HOT MIX 15-000-75-00-7111 00202283 01/11/05 113.67 HOT PATCH INVOICE TOTAL: 113.67 VENDOR TOTAL: 113.67 BCBS BLUE CROSS BLUE SHIELD 121504 12/15/04 01 ADMIN - JAN 2005 CHARGES 01-110-50-00-5203 01/11/05 47,845.42 BENEFITS - HEALTH INSURANC INVOICE TOTAL: 47,845.42 VENDOR TOTAL: 47,845.42 BFJ BF&J TRUCKING 120904 12/09/04 01 WATER OP - 2 LOADS OF PEA ROCK 51-000-65-00-5804 00202153 01/11/05 105.00 OPERATING SUPPLIES INVOICE TOTAL: 105.00 VENDOR TOTAL: 105.00 BUSCHD DARRELL BUSCH 122904 12/29/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 01/11/05 709.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 709.00 VENDOR TOTAL: 709.00 CARGIL CARGILL, INC 1140521 10/26/04 01 WATER OP - SALT FOR H2O 51-000-62-00-5407 00202269 01/11/05 1,221.85 TREATMENT FACILITIES O&M 02 TREATMENT ** COMMENT ** INVOICE TOTAL: 1,221.85 1143127 10/28/04 01 WATER OP - SALT FOR WATER 51-000-62-00-5407 00202269 01/11/05 1,212.41 TREATMENT FACILITIES O&M P2 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 3 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT CARGIL CARGILL, INC 1143127 10/28/04 02 TREATMENT ** COMMENT ** 00202269 01/11/05 INVOICE TOTAL: 1,212.41 VENDOR TOTAL: 2,434.26 CDWG CDW GOVERNMENT INC. PZ76042 12/10/04 01 ADMIN - HP4250N LASER JET 01-110-75-00-7002 00102230 01/11/05 1,221.83 COMPUTER EQUIP & SOFTWARE 02 PRINTER ACCOUNTING CLERK ** COMMENT ** INVOICE TOTAL: 1,221.83 VENDOR TOTAL: 1,221.83 CENTSALT CENTRAL SALT, L.L.C. 23306 12/29/04 01 MFT - BULK ROCK SALT 15-000-65-00-5818 00202288 01/11/05 3,853.42 SALT INVOICE TOTAL: 3,853.42 24003 12/09/04 01 MFT - BULK ROCK SALT 15-000-65-00-5818 00202268 01/11/05 6,217.93 SALT INVOICE TOTAL: 6,217.93 24600 12/23/04 01 MFT - BULK ROCK SALT 15-000-65-00-5818 00202288 01/11/05 3,091.24 SALT INVOICE TOTAL: 3,091.24 VENDOR TOTAL: 13,162.59 COLUMBIA COLUMBIA PIPE & SUPPLY CO 6393232 12/29/04 01 SEWER OP - PVC UNION BALL 52-000-62-00-5422 00202176 01/11/05 180.96 LIFT STATION MAINTENANCE 02 SEWER OP - PVC NIPPLES FOR 52-000-62-00-5422 13.04 LIFT STATION MAINTENANCE 03 PUMPS ON GENERATORS ** COMMENT ** INVOICE TOTAL: 194.00 VENDOR TOTAL: 194.00 P3 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 4 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT COMDIR COMMUNICATIONS DIRECT INC 66764 12/15/04 01 POLICE - REPAIR MIC, LIGHT 01-210-62-00-5409 00302830 01/11/05 137.50 MAINTENANCE - VEHICLES INVOICE TOTAL: 137.50 66825 12/15/04 01 POLICE - BULB, CONNECTOR 01-210-62-00-5409 00302830 01/11/05 320.65 MAINTENANCE - VEHICLES 02 CABLE, FLASHLIGHT CHARGER ** COMMENT ** INVOICE TOTAL: 320.65 VENDOR TOTAL: 458.15 COMED COMMONWEALTH EDISON 112904-6018 11/29/04 01 STREETS - OCT 27 - NOV 29 01-410-62-00-5435 00202270 01/11/05 131.99 ELECTRICITY INVOICE TOTAL: 131.99 120104-2114 12/01/04 01 STREETS - OCT 29 - DEC 1 01-410-62-00-5435 00202270 01/11/05 291.80 ELECTRICITY INVOICE TOTAL: 291.80 120104-4009 12/01/04 01 STREETS - OCT 28 - DEC 1 01-410-62-00-5435 00202270 01/11/05 151.95 ELECTRICITY INVOICE TOTAL: 151.95 120104-6081 12/01/04 01 STREETS - OCT 20 - DEC 1 01-410-62-00-5435 00202270 01/11/05 356.42 ELECTRICITY INVOICE TOTAL: 356.42 120104-9019 12/01/04 01 STREETS - OCT 29 - DEC 1 01-410-62-00-5435 00202270 01/11/05 26.90 ELECTRICITY INVOICE TOTAL: 26.90 120204-4029 12/02/04 01 STREETS - OCT 29 - DEC 1 01-410-62-00-5435 00202270 01/11/05 3.25 ELECTRICITY INVOICE TOTAL: 3.25 P4 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 5 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT COMED COMMONWEALTH EDISON 121704-4370 12/17/04 01 SEWER OP - MONTHLY CHARGES 52-000-62-00-5435 00202289 01/11/05 56.48 ELECTRICITY INVOICE TOTAL: 56.48 122004-6017 12/20/04 01 STREETS - MONTHLY CHARGES 01-410-62-00-5435 00202289 01/11/05 2.20 ELECTRICITY INVOICE TOTAL: 2.20 122104-1000 12/21/04 01 STREETS - ST. LIGHT ELEC. 01-410-62-00-5435 00202289 01/11/05 1,656.22 ELECTRICITY INVOICE TOTAL: 1, 656.22 VENDOR TOTAL: 2, 677.21 CSIDEVET COUNTRYSIDE VETERINARY CLINIC 120904 12/21/04 01 POLICE - K-9 OPERATION, 01-210-65-00-5804 00302833 01/11/05 312.02 OPERATING SUPPLIES 02 HOSPITALIZATION, MEDICINE, ** COMMENT ** 03 RABIES TAG ** COMMENT ** INVOICE TOTAL: 312.02 VENDOR TOTAL: 312.02 DIRT DIRT, INC. 2 12/15/04 01 SEWER OP - BLACK DIRT 52-000-65-00-5804 00202281 01/11/05 48.00 OPERATING SUPPLIES INVOICE TOTAL: 48.00 VENDOR TOTAL: 48.00 DLT DLT SOLUTIONS, INC. 210891 12/08/04 01 ENG - MAP 3D SUB RENEWAL 01-150-62-00-5411 01/11/05 254.33 MAINTENANCE-COMPUTERS INVOICE TOTAL: 254.33 VENDOR TOTAL: 254.33 P5 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 6 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DOORS DOORS BY RUSS, INC. 108283 12/15/04 01 MUNICIPAL BLDG - REPAIR OF 16-000-75-00-7203 00202280 01/11/05 150.00 BLDG IMPROVEMENTS-PUBLIC W 02 SHOP DOOR ** COMMENT ** INVOICE TOTAL: 150.00 VENDOR TOTAL: 150.00 EEI ENGINEERING ENTERPRISES, INC. 30837 11/30/04 01 WATER IMPROV - SE WATER 41-000-61-00-5301 01/11/05 862.50 ENGINEERING - GENERAL SERV 02 WORKS SYSTEM PLAN ** COMMENT ** INVOICE TOTAL: 862.50 VENDOR TOTAL: 862.50 FVTA FOX VALLEY TROPHY & AWARDS 19057 12/22/04 01 ADMIN - CLOCK & ENGRAVING 01-110-64-00-5607 01/11/05 48.55 PUBLIC RELATIONS 02 ADMIN - NAME PLATE 01-110-65-00-5804 6.00 OPERATING SUPPLIES INVOICE TOTAL: 54.55 VENDOR TOTAL: 54.55 GALLS GALL'S INC. 57466229000010 12/22/04 01 POLICE - PEPPER FOAM 01-210-62-00-5421 01/11/05 43.48 WEARING APPAREL INVOICE TOTAL: 43.48 VENDOR TOTAL: 43.48 GENEVA GENEVA CONSTUCTION 46938 12/08/04 01 MFT - COLD PATCH 15-000-75-00-7110 00202279 01/11/05 366.30 COLD PATCH INVOICE TOTAL: 366.30 VENDOR TOTAL: 366.30 P6 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 7 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT GFOA GOVERNMENT FINANCE OFFICERS 2432155 12/15/04 01 ADMIN-GFOA 6/04 BUDGET SEMINAR 01-110-64-00-5604 01/11/05 295.00 TRAINING & CONFERENCES INVOICE TOTAL: 295.00 VENDOR TOTAL: 295.00 GRTAMLES GREATAMERICA LEASING CORP. 4299904 12/22/04 01 ADMIN - ADMIN COPIER LEASE 01-110-62-00-5412 01/11/05 1,616.00 MAINTENANCE - PHOTOCOPIERS 02 WATER OP - PW COPIER LEASE 51-000-65-00-5809 140.00 PRINTING & COPYING INVOICE TOTAL: 1,756.00 VENDOR TOTAL: 1,756.00 ICE ICE MOUNTAIN 04L0118718238 12/10/04 01 ADMIN - WATER 01-110-65-00-5804 01/11/05 140.25 OPERATING SUPPLIES INVOICE TOTAL: 140.25 VENDOR TOTAL: 140.25 ILDIVIAI ILLINOIS DIVISION IAI 05DUES-635 11/17/04 01 POLICE - ANNUAL MEMBERSHIP 01-210-64-00-5600 01/11/05 20.00 DUES INVOICE TOTAL: 20.00 VENDOR TOTAL: 20.00 ILEPAPMT ILLINOIS ENVIRONMENTAL 121604 12/16/04 01 DEBT SVC - WATER REVOLVING 42-000-66-00-6050 01/11/05 19,489.99 LOAN PAYMENT-SANITARY SIPH 02 FUND WASTEWATER LOAN PYMT ** COMMENT ** INVOICE TOTAL: 19,489.99 VENDOR TOTAL: 19,489.99 P7 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 8 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ILMUNLEG ILLINOIS MUNICIPAL LEAGUE 510 12/22/04 01 ADMIN - EMPLOYMENT AD POSTING 01-110-65-00-5810 01/11/05 20.00 PUBLISHING & ADVERTISING INVOICE TOTAL: 20.00 VENDOR TOTAL: 20.00 ILSTATPD ILLINOIS STATE POLICE 113004 11/30/04 01 ADMIN - BACKGROUND CHECK 01-110-65-00-5800 01/11/05 10.00 CONTINGENCIES INVOICE TOTAL: 10.00 VENDOR TOTAL: 10.00 ILTREAS TREASURER, STATE OF ILLINOIS 021238 12/17/04 01 POLICE - ALERTS 01-210-62-00-5441 00302827 01/11/05 1,562.00 MTD-ALERTS FEE • INVOICE TOTAL: 1,562.00 VENDOR TOTAL: 1,562.00 INDOFF INDOFF INC. 331328 12/16/04 01 POLICE CAP - LOCKERS 20-000-75-00-7001 01/11/05 677.80 EQUIPMENT INVOICE TOTAL: 677.80 VENDOR TOTAL: 677.80 JULIE JULIE, INC. 11-04-1718 12/01/04 01 WATER OP - NOVEMBER LOCATING 51-000-61-00-5303 00202282 01/11/05 510.40 JULIE SERVICE 02 SERVICE COST ** COMMENT ** INVOICE TOTAL: 510.40 VENDOR TOTAL: 510.40 KCREC KENDALL COUNTY RECORD P8 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 9 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT KCREC KENDALL COUNTY RECORD 68A 11/30/04 01 BLDG/ZONE - LEGAL NOTICE 01-220-65-00-5810 01/11/05 215.20 PUBLISHING & ADVERTISING 02 ADMIN - LEGAL NOTICE 01-110-65-00-5810 329.60 PUBLISHING & ADVERTISING INVOICE TOTAL: 544.80 VENDOR TOTAL: 544.80 KENDTOW KENDALL COUNTY TOWING & REPAIR 120704 12/07/04 01 POLICE - M3 TOW TO LANDMARK 01-210-62-00-5409 00302823 01/11/05 75.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 75.00 VENDOR TOTAL: 75.00 KIESLERS KIESLER'S POLICE SUPPLY INC. 00571403 12/13/04 01 POLICE - MOUNTAIN SLING 20-000-65-00-5811 00302914 01/11/05 303.30 LETHAL/NON-LETHAL WEAPONS INVOICE TOTAL: 303.30 VENDOR TOTAL: 303.30 KOPY KOPY KAT COPIER 109054 10/07/04 01 ADMIN - 22 CASES OF PAPER 01-110-65-00-5804 00102198 01/11/05 632.50 OPERATING SUPPLIES INVOICE TOTAL: 632.50 VENDOR TOTAL: 632.50 KRAMD KRAMER, DANIEL 122104 12/21/04 01 ADMIN - VISION REIMBURSEMENT 01-110-50-00-5205 01/11/05 674.99 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 674.99 VENDOR TOTAL: 674.99 P9 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 10 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT KUSTOM KUSTOM SIGNAL, INC. 217989 12/10/04 01 POLICE - SURETALK BASE 01-210-62-00-5409 00302831 01/11/05 108.30 MAINTENANCE - VEHICLES INVOICE TOTAL: 108.30 VENDOR TOTAL: 108.30 LANDMRK LANDMARK AUTOMOTIVE 120704 12/07/04 01 POLICE - FUEL PUMP & FILTER 01-210-62-00-5409 00302824 01/11/05 322.86 MAINTENANCE - VEHICLES INVOICE TOTAL: 322.86 120904 12/09/04 01 POLICE - BRAKES & ROTARS 01-210-62-00-5409 00302825 01/11/05 295.33 MAINTENANCE - VEHICLES INVOICE TOTAL: 295.33 121604 12/16/04 01 POLICE - M-1 COOLANT & 01-210-62-00-5409 00302822 01/11/05 247.55 MAINTENANCE - VEHICLES 02 STEERING ** COMMENT ** INVOICE TOTAL: 247.55 122004 12/20/04 01 POLICE - FILTER & OIL, REPAIR 01-210-62-00-5409 01/11/05 69.93 MAINTENANCE - VEHICLES 02 OIL LEAK ** COMMENT ** INVOICE TOTAL: 69.93 VENDOR TOTAL: 935.67 LAWSON LAWSON PRODUCTS 2683517 12/02/04 01 STREETS - CLIPS, TIES, GLOVES, 01-410-65-00-5804 00202271 01/11/05 109.70 OPERATING SUPPLIES 02 BOLTS, AIR GUN, DRILL KIT, ** COMMENT ** 03 NUTS, SCREWDRIVER SET ** COMMENT ** INVOICE TOTAL: 109.70 2688511 12/03/04 01 STREETS - CLIPS TIES, GLOVES 01-410-65-00-5804 00202271 01/11/05 842.36 OPERATING SUPPLIES P 1 0 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 11 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT LAWSON LAWSON PRODUCTS 2688511 12/03/04 02 BOLTS, AIR GUN, DRILL KIT ** COMMENT ** 00202271 01/11/05 INVOICE TOTAL: 842.36 VENDOR TOTAL: 952.06 LEPPERTL LAURA LEPPERT 3 12/01/04 01 ADMIN - ADMIN COMM MINUTES 01-110-62-00-5401 01/11/05 65.00 CONTRACTUAL SERVICES INVOICE TOTAL: 65.00 5 12/15/04 01 ADMIN - PUBLIC WORKS MINUTES 01-110-62-00-5401 01/11/05 60.00 CONTRACTUAL SERVICES INVOICE TOTAL: 60.00 VENDOR TOTAL: 125.00 MARKER RICHARD MARKER ASSOCIATES 122804 12/29/04 01 SEWER IMPROV-HEARTLAND & HEART 37-000-75-00-7515 01/11/05 600,000.00 HEARTLAND ONSITE INTERCEPT 02 CIRCLE SEWER RECAPTURE ** COMMENT ** 03 WATER IMPROV - HEARTLAND 41-000-65-00-5800 44,000.00 CONTINGENCY 04 WATER RECAPTURE FOR OVERSIZING ** COMMENT ** INVOICE TOTAL: 644,000.00 VENDOR TOTAL: 644, 000.00 MEADE MEADE ELECTRIC COMPANY, INC. 618090 12/15/04 01 STREETS - REPAIR TRAFFIC 01-410-62-00-5414 00202273 01/11/05 332.60 MAINTENANCE-TRAFFIC SIGNAL 02 SIGNAL ON CANNONBALL &47 ** COMMENT ** INVOICE TOTAL: 332.60 618330 11/30/04 01 STREETS - REPAIR TRAFFIC 01-410-62-00-5414 00202273 01/11/05 166.30 MAINTENANCE-TRAFFIC SIGNAL P11 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 12 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MEADE MEADE ELECTRIC COMPANY, INC. 618330 11/30/04 02 SIGNAL ON 47 & VAN EMMON ** COMMENT ** 00202273 01/11/05 INVOICE TOTAL: 166.30 VENDOR TOTAL: 498.90 MENINC MENARDS INC 123104 12/27/04 01 ADMIN - SALES TAX REBATE 01-110-78-00-9003 01/11/05 41,234.57 SALES TAX REBATE INVOICE TOTAL: 41,234.57 VENDOR TOTAL: 41,234.57 MENLAND MENARDS - YORKVILLE 12164917 12/07/04 01 SEWER OP - BOLT SNAP, BULB 52-000-65-00-5804 01/11/05 5.28 OPERATING SUPPLIES INVOICE TOTAL: 5.28 42693 11/29/04 01 WATER OP - SLEDGE HAMMER 51-000-65-00-5804 01/11/05 13.98 OPERATING SUPPLIES INVOICE TOTAL: 13.98 42839CM 12/22/04 01 WATER OP - RETURNED ITEM 51-000-65-00-5804 01/11/05 -60.78 OPERATING SUPPLIES INVOICE TOTAL: -60.78 43355 12/02/04 01 WATER OP - LEATHER GLOVES 51-000-65-00-5804 01/11/05 16.99 OPERATING SUPPLIES INVOICE TOTAL: 16.99 43380 12/02/04 01 WATER OP - SCREWS 51-000-65-00-5804 01/11/05 35.91 OPERATING SUPPLIES INVOICE TOTAL: 35.91 43506 12/03/04 01 ADMIN - INDOOR/OUTDOOR 01-110-64-00-5607 01/11/05 163.77 PUBLIC RELATIONS P12 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 13 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MENLAND MENARDS - YORKVILLE 43506 12/03/04 02 CITY DECORATIONS ** COMMENT ** 01/11/05 INVOICE TOTAL: 163.77 44598C 12/07/04 01 ADMIN - RETURNS ON DECORATIONS 01-110-64-00-5607 01/11/05 -68.77 PUBLIC RELATIONS INVOICE TOTAL: -68.77 44804 12/08/04 01 ADMIN - OUTSIDE DECORATIONS 01-110-64-00-5607 01/11/05 8. 64 PUBLIC RELATIONS INVOICE TOTAL: 8.64 44972 12/09/04 01 SEWER OP - WEDGE ANCHORS, 52-000-65-00-5804 01/11/05 23.42 OPERATING SUPPLIES 02 HEADLIGHT BATTERY ** COMMENT ** INVOICE TOTAL: 23.42 45800 12/13/04 01 WATER OP - BLEACH 51-000-65-00-5804 01/11/05 2.88 OPERATING SUPPLIES INVOICE TOTAL: 2.88 45811 12/13/04 01 SEWER OP - SLEEVE ANCHORS 52-000-65-00-5804 01/11/05 14.88 OPERATING SUPPLIES INVOICE TOTAL: 14.88 45883 12/13/04 01 POLICE - BATTERIES 01-210-65-00-5804 01/11/05 3.23 OPERATING SUPPLIES INVOICE TOTAL: 3.23 45969 12/14/04 01 WATER OP - RADIATOR HEATER 51-000-65-00-5804 01/11/05 29.52 OPERATING SUPPLIES INVOICE TOTAL: 29.52 45993 12/14/04 01 WATER OP - PROPANE TORCH KIT 51-000-65-00-5804 01/11/05 78.97 OPERATING SUPPLIES P13 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 14 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT MENLAND MENARDS - YORKVILLE 45993 12/14/04 02 HEATER ** COMMENT ** 01/11/05 INVOICE TOTAL: 78.97 46778 12/18/04 01 POLICE - NAILS, POST BEAM 01-210-65-00-5804 01/11/05 40.14 OPERATING SUPPLIES 02 RAFTER, PITCH TRUSS ** COMMENT ** INVOICE TOTAL: 40.14 47133 12/20/04 01 SEWER OP - PAPER TOWELS 52-000-65-00-5805 01/11/05 14.70 SHOP SUPPLIES INVOICE TOTAL: 14.70 VENDOR TOTAL: 322.76 METLIFE METLIFE SMALL BUSINESS CENTER 010105 12/15/04 01 ADMIN - JAN 2005 CHARGES 01-110-50-00-5204 01/11/05 1,768.17 BENEFITS - GROUP LIFE INSU INVOICE TOTAL: 1,768.17 VENDOR TOTAL: 1,768.17 MSI MUNICIPAL SOFTWARE INC. 19937 12/13/04 01 ADMIN - 2 YR END TRAINING & 01-110-64-00-5604 01/11/05 348.00 TRAINING & CONFERENCES 02 PAYROLL SESSIONS ** COMMENT ** INVOICE TOTAL: 348.00 VENDOR TOTAL: 348.00 NARVICK NARVICK BROS. LUMBER CO, INC 7234 12/10/04 01 STREETS - STREET SWEEPING 01-410-62-00-5401 00202276 01/11/05 325.00 CONTRACTUAL SERVICES INVOICE TOTAL: 325.00 VENDOR TOTAL: 325.00 P14 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 15 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT NATLWTR NATIONAL WATERWORKS, INC. 1770613 11/19/04 01 WATER OP - METERS & PARTS 51-000-75-00-7508 00202159 01/11/05 50.00 METERS & PARTS INVOICE TOTAL: 50.00 1880703 11/24/04 01 WATER OP - METERS & PARTS 51-000-75-00-7508 00202159 01/11/05 50.00 METERS & PARTS INVOICE TOTAL: 50.00 1887039 11/19/04 01 WATER OP - METER'S & PARTS 51-000-65-00-5822 00202159 01/11/05 280.00 WATER SAMPLES INVOICE TOTAL: 280.00 1908512 11/24/04 01 WATER OP - METER'S & SAMPLES 51-000-75-00-7508 00202159 01/11/05 681.56 METERS & PARTS INVOICE TOTAL: 681.56 1918283 12/01/04 01 WATER OP - METERS & PARTS 51-000-75-00-7508 00202159 01/11/05 575.00 METERS & PARTS INVOICE TOTAL: 575.00 VENDOR TOTAL: 1,636.56 NEXTEL NEXTEL COMMUNICATIONS 837900513-034 12/22/04 01 MTHLY CHG/MAYOR REPLACEMENT PH 01-110-62-00-5438 01/11/05 476.72 CELLULAR TELEPHONE 02 ENG - MONTHLY CHARGES 01-150-62-00-5438 164.67 CELLULAR TELEPHONE 03 STREETS - MONTHLY CHARGES 01-410-62-00-5438 131.73 CELLULAR TELEPHONE 04 WATER OP - MONTHLY CHARGES 51-000-62-00-5438 274.45 CELLULAR TELEPHONE 05 POLICE - MONTHLY CHARGES 01-210-62-00-5438 868.33 CELLULAR TELEPHONE 06 SEWER OP - MONTHLY CHARGES 52-000-62-00-5438 76.85 CELLULAR TELEPHONE INVOICE TOTAL: 1,992.75 VENDOR TOTAL: 1,992.75 P15 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 16 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT OFFWORK OFFICE WORKS 065022I 12/16/04 01 POLICE - VIEW BINDER, 01-210-65-00-5802 00302821 01/11/05 90.96 OFFICE SUPPLIES 02 PHONE CORD ** COMMENT ** INVOICE TOTAL: 90.96 065034 12/17/04 01 POLICE - CORD, BASE, MODULAR 01-210-65-00-5802 01/11/05 4.99 OFFICE SUPPLIES INVOICE TOTAL: 4.99 VENDOR TOTAL: 95.95 PFPETT P.F. PETTIBONE & CO. 7968 12/28/04 01 ADMIN - MINUTE BOOKS 01-110-65-00-5804 01/11/05 316.30 OPERATING SUPPLIES INVOICE TOTAL: 316.30 VENDOR TOTAL: 316.30 PILLER PILLER ELECTRIC INC 14501 12/29/04 01 MUNICIPAL BLDG - WORK RELATED 16-000-75-00-7204 01/11/05 1,566.51 BLDG MAINT - CITY HALL 02 TO GENERATOR ** COMMENT ** INVOICE TOTAL: 1, 566.51 VENDOR TOTAL: 1,566.51 PLECKD PLECKHAM, DAN 122904 12/29/04 01 DENTAL ASSISTANCE 01-110-50-00-5205 01/11/05 437.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 437.00 VENDOR TOTAL: 437.00 POSTNET POSTNET IL 124 17672 12/13/04 01 ENG - BLUE PRINTS 01-150-65-00-5809 01/11/05 6.00 PRINTING & COPYING INVOICE TOTAL: 6.00 P16 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 17 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT POSTNET POSTNET IL 124 17903 12/17/04 01 ENG - BLUE PRINTS 01-150-65-00-5809 01/11/05 8.00 PRINTING & COPYING INVOICE TOTAL: 8.00 18045 12/20/04 01 ENG - BLUE PRINTS 01-150-65-00-5809 01/11/05 7.00 PRINTING & COPYING INVOICE TOTAL: 7.00 VENDOR TOTAL: 21.00 PRELUBE PRECISION LUBE 216342 11/01/04 01 ENG - OIL CHANGE 01-150-62-00-5409 01/11/05 20.00 MAINTENANCE-VEHICLES INVOICE TOTAL: 20.00 216470 11/04/04 01 POLICE - DARE OIL CHANGE 01-210-62-00-5409 00302829 01/11/05 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 216554 11/06/04 01 POLICE - M14 OIL CHANGE 01-210-62-00-5409 00302829 01/11/05 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 216906 11/15/04 01 POLICE - M18 OIL CHANGE 01-210-62-00-5409 00302829 01/11/05 21.60 MAINTENANCE - VEHICLES INVOICE TOTAL: 21. 60 217052 11/15/04 01 POLICE - M1 OIL CHANGE 01-210-62-00-5409 01/11/05 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 217067 11/18/04 01 POLICE - M8 OIL CHANGE 01-210-62-00-5409 00302829 01/11/05 20.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 20.00 P17 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 18 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT PRELUBE PRECISION LUBE 217263 11/23/04 01 ENG - OIL CHANGE 01-150-62-00-5409 01/11/05 21.60 MAINTENANCE-VEHICLES INVOICE TOTAL: 21.60 VENDOR TOTAL: 143.20 PRESNAKJ PRESNAK, JAMES 122704 12/27/04 01 ADMIN - DENTAL REIMBURSEMENT 01-110-50-00-5205 01/11/05 101.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 101.00 VENDOR TOTAL: 101.00 QUILL QUILL CORPORATION 3781819 12/03/04 01 ENG - ENVELOPES, CALENDAR, 01-150-65-00-5802 01/11/05 93.31 OFFICE SUPPLIES 02 PAPERCLIPS, PRO FLYER ** COMMENT ** INVOICE TOTAL: 93.31 4112171 12/17/04 01 ADMIN - POST IT FLAGS, PEN 01-110-65-00-5802 00102232 01/11/05 117.67 OFFICE SUPPLIES 02 ADDING MACHINE ** COMMENT ** 03 BLDG/ZONE - STORAGE BOX, PEN 01-220-65-00-5804 54.85 OPERATING SUPPLIES INVOICE TOTAL: 172.52 4148322 12/21/04 01 BLDG/ZONE - DRY ERASE BOARD 01-220-65-00-5804 00102232 01/11/05 116.99 OPERATING SUPPLIES INVOICE TOTAL: 116.99 4152240 12/21/04 01 BLDG/ZONE - PEN REFILL 01-220-65-00-5804 00102232 01/11/05 10.79 OPERATING SUPPLIES INVOICE TOTAL: 10.79 4198614 12/22/04 01 ADMIN-CARD FILE, BINDER CLIPS 01-110-65-00-5802 00102234 01/11/05 83.65 OFFICE SUPPLIES P18 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 19 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT QUILL QUILL CORPORATION 4198614 12/22/04 02 & FAX TONER ** COMMENT ** 00102234 01/11/05 INVOICE TOTAL: 83.65 VENDOR TOTAL: 477.26 REIMELEC RIEMENSCHNEIDER ELECTRIC INC 9166 12/08/04 01 WATER OP - WELL #3 51-000-65-00-5804 00202156 01/11/05 204.00 OPERATING SUPPLIES 02 REWIRE CIRCUIT & LABOR ** COMMENT ** INVOICE TOTAL: 204.00 VENDOR TOTAL: 204.00 SAFEKLN SAFETY KLEEN 0027822269 12/22/04 01 STREETS - CHEMICAL DISPOSAL 01-410-65-00-5804 00202287 01/11/05 129.25 OPERATING SUPPLIES INVOICE TOTAL: 129.25 VENDOR TOTAL: 129.25 SAFESUPP SAFETY SUPPLY ILLINOIS 1125627-02 11/29/04 01 WATER OP - SIGNS 51-000-62-00-5407 00202157 01/11/05 88.04 TREATMENT FACILITIES O&M INVOICE TOTAL: 88.04 1125627-03 11/30/04 01 WATER OP - SIGNS 51-000-62-00-5407 00202157 01/11/05 88.04 TREATMENT FACILITIES O&M INVOICE TOTAL: 88.04 VENDOR TOTAL: 176.08 SAFTYSYS SAFETY SYSTEMS CORPORATION 31356 12/21/04 01 POLICE - REAR FLIP UP SIGHT, 01-210-65-00-5813 00302918 01/11/05 960.62 AMMUNITION P19 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 20 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SAFTYSYS SAFETY SYSTEMS CORPORATION 31356 12/21/04 02 SURE FIRE LIGHT ** COMMENT ** 00302918 01/11/05 INVOICE TOTAL: 960.62 VENDOR TOTAL: 960.62 SALISM SAILSBURY, MARGARET 5852-39 12/05/04 01 WATER OP - CLEANING ON DEC 5 51-000-62-00-5401 00202284 01/11/05 50.00 CONTRACUAL SERVICES INVOICE TOTAL: 50.00 5852-40 12/12/04 01 WATER OP - CLEANING ON DEC 12 51-000-62-00-5401 00202284 01/11/05 50.00 CONTRACUAL SERVICES INVOICE TOTAL: 50.00 5852-41 12/18/04 01 WATER OP - CLEANING ON DEC 18 51-000-62-00-5401 00202284 01/11/05 50.00 CONTRACUAL SERVICES INVOICE TOTAL: 50.00 5852-42 12/26/04 01 SEWER OP - CLEANING ON DEC 26 52-000-62-00-5401 00202284 01/11/05 50.00 CONTRACTUAL SERVICES INVOICE TOTAL: 50.00 VENDOR, TOTAL: 200.00 SBC SBC 312Z89584112 12/28/04 01 ADMIN - NOV 17 - DEC 16 01-110-62-00-5436 01/11/05 62.64 TELEPHONE INVOICE TOTAL: 62.64 630R06126912 12/16/04 01 POLICE - NOV 17 - DEC 16 01-210-62-00-5436 01/11/05 11.50 TELEPHONE 02 WATER OP - NOV 17 - DEC 16 51-000-62-00-5436 11.50 TELEPHONE 03 ADMIN - NOVE 17 - DEC 16 01-110-62-00-5436 11.50 TELEPHONE INVOICE TOTAL: 34.50 P20 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 21 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SBC SBC 630R26296512 12/16/04 01 ADMIN - NOV 17 - DEC 16 01-110-62-00-5436 01/11/05 510.99 TELEPHONE 02 POLICE - NOV 17 - DEC 16 01-210-62-00-5436 510.99 TELEPHONE 03 WATER OP - NOV 17 - DEC 16 51-000-62-00-5436 511.01 TELEPHONE INVOICE TOTAL: 1, 532.99 708Z91100112 12/16/04 01 WATER OP - NOVE 17 - DEC 16 51-000-62-00-5436 01/11/05 67.63 TELEPHONE INVOICE TOTAL: 67.63 VENDOR TOTAL: 1,697.76 SCHRADER SCHRADER, CHARLES H. & ASSOC. 113004 11/30/04 01 ADMIN - QUARTERLY GRANT WRITER 01-110-62-00-5401 01/11/05 3, 500.00 CONTRACTUAL SERVICES 02 FEES PER CONTRACT ** COMMENT ** INVOICE TOTAL: 3,500.00 VENDOR TOTAL: 3,500.00 SEIDELR RICK SEIDEL 112404 11/24/04 01 STREETS - MAILBOX REIMBURSE 01-410-65-00-5804 01/11/05 37.32 OPERATING SUPPLIES INVOICE TOTAL: 37.32 VENDOR TOTAL: 37.32 SENGM SENG, MATT 122304 12/23/04 01 ADMIN - VISION REIMBURSEMENT 01-110-50-00-5205 01/11/05 166.00 BENEFITS - DENTAL/VISION A INVOICE TOTAL: 166.00 VENDOR TOTAL: 166.00 P21 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 22 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SERVMASC SERVICEMASTER COMMERCIAL 124854 12/15/04 01 ADMIN - MONTHLY JANITORIAL 01-110-62-00-5406 01/11/05 550.00 OFFICE CLEANING INVOICE TOTAL: 550.00 VENDOR TOTAL: 550.00 SHELLF SHELL FLEET PLUS 065159923412 12/02/04 01 STREETS - MONTHLY FUEL 01-410-65-00-5812 00202275 01/11/05 2,325.01 GASOLINE INVOICE TOTAL: 2,325.01 VENDOR TOTAL: 2,325.01 SHREDCO SHRED-CO 21113509 12/29/04 01 ADMIN - 12 BAGS 01-110-62-00-5401 01/11/05 204.00 CONTRACTUAL SERVICES INVOICE TOTAL: 204.00 VENDOR TOTAL: 204.00 SOFT SOFTWARE PERFORMANCE 108460 12/17/04 01 ADMIN - USB CABLE, PATCH CABLE 01-110-75-00-7002 01/11/05 45.94 COMPUTER EQUIP & SOFTWARE INVOICE TOTAL: 45.94 VENDOR TOTAL: 45.94 SUBCHNEW SUBURBAN CHICAGO NEWSPAPERS AD 010605 01/06/05 01 WATER OP - NEWSPAPER 51-000-64-00-5603 00202285 01/11/05 26.00 SUBSCRIPTIONS 02 SUBSCRIPTION FOR 8 WEEKS ** COMMENT ** INVOICE TOTAL: 26.00 VENDOR TOTAL: 26.00 SWENSONG GLENN SWENSON P22 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 23 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT SWENSONG GLENN SWENSON 122804 12/28/04 01 WATER IMPROV - CROP DAMAGE 41-000-75-00-7504 01/11/05 400.00 NORTH WATER TOWER-CONTRACT 02 REIMBURSEMENT ** COMMENT ** INVOICE TOTAL: 400.00 VENDOR TOTAL: 400.00 TAPCO TRAFFIC & PARKING CONTROL INC 210987 12/03/04 01 MFT - SIGN & BRACKETTS FOR 15-000-75-00-7007 00202274 01/11/05 237.69 SIGNS 02 BRIDGE STREET DOWNTOWN ** COMMENT ** INVOICE TOTAL: 237.69 VENDOR TOTAL: 237.69 TUCKER TUCKER DEVELOPMENT CORP. 123104 12/31/04 01 ADMIN - SALES TAX REBATE 01-110-78-00-9003 01/11/05 42,682.49 SALES TAX REBATE INVOICE TOTAL: 42, 682.49 VENDOR TOTAL: 42, 682.49 ULRICH ULRICH CHEMICAL, INC. 166467 12/02/04 01 WATER OP - CHEMICALS 51-000-65-00-5820 00202154 01/11/05 447.85 CHEMICALS INVOICE TOTAL: 447.85 166468 12/02/04 01 WATER OP - CHEMICALS 51-000-65-00-5820 00202154 01/11/05 390.00 CHEMICALS INVOICE TOTAL: 390.00 VENDOR TOTAL: 837.85 UNIFIED UNIFIED SUPPLY 0097370-IN 11/11/04 01 WATER OP - THERMOSTAT 51-000-65-00-5804 01/11/05 27.09 OPERATING SUPPLIES INVOICE TOTAL: 27.09 P23 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 24 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT UNIFIED UNIFIED SUPPLY 0098700-IN 12/20/04 01 POLICE - SHELVING PARTS 01-210-65-00-5804 00302882 01/11/05 145.18 OPERATING SUPPLIES INVOICE TOTAL: 145.18 VENDOR TOTAL: 172.27 UPPER UPPER CRUST CATERING INC 619 12/13/04 01 POLICE - MEAL FOR 70 01-210-64-00-5606 00302828 01/11/05 325.08 COMMUNITY RELATIONS INVOICE TOTAL: 325.08 VENDOR TOTAL: 325.08 UPS UNITED PARCEL SERVICE 00004296X2514 12/18/04 01 WATER OP - 3 PKGS. SHIPPED 51-000-65-00-5808 01/11/05 55.64 POSTAGE & SHIPPING INVOICE TOTAL: 55.64 VENDOR TOTAL: 55.64 WELDSTAR WELDSTAR 00953840 12/13/04 01 WATER OP - TORCH HANDLE, TIP 51-000-65-00-5804 00202278 01/11/05 609.97 OPERATING SUPPLIES 02 SEWER OP - CUTTIN TIP, WELDING ** COMMENT ** 03 WIRE ** COMMENT ** 04 STREETS - STRIKER, 02 CYLINDER ** COMMENT ** 05 TIP CLEANER ** COMMENT ** INVOICE TOTAL: 609.97 VENDOR TOTAL: 609.97 WHOLTIRE WHOLESALE TIRE 105876C 10/07/04 01 POLICE - CREDIT 01-210-62-00-5409 00302756 01/11/05 -5.50 MAINTENANCE - VEHICLES INVOICE TOTAL: -5.50 P24 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 25 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT WHOLTIRE WHOLESALE TIRE 106502 11/19/04 01 POLICE - TIRE REPAIR 01-210-62-00-5409 01/11/05 15.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 15.00 106509 11/20/04 01 POLICE - TIRE REPAIR 01-210-62-00-5409 01/11/05 15.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 15.00 106586 01/29/04 01 POLICE - REPAIRS 01-210-62-00-5409 01/11/05 45.00 MAINTENANCE - VEHICLES INVOICE TOTAL: 45.00 VENDOR TOTAL: 69.50 WINGFOOT WINGFOOT COMMERCIAL TIRE 250858-0001 11/30/04 01 WATER OP - TIRE FOR CAT 51-000-62-00-5408 00202272 01/11/05 227.20 MAINTENANCE-EQUIPMENT INVOICE TOTAL: 227.20 VENDOR TOTAL: 227.20 WTRPRD WATER PRODUCTS, INC. 0175162 11/29/04 01 WATER OP - CHAIN WRENCH 51-000-65-00-5804 00202155 01/11/05 695.00 OPERATING SUPPLIES INVOICE TOTAL: 695.00 VENDOR TOTAL: 695.00 YOPDPET YORKVILLE POLICE DEPARTMENT 122804 12/28/04 01 POLICE - NEIGHBORHOOD WATCH 01-210-64-00-5606 01/11/05 15.98 COMMUNITY RELATIONS 02 REFRESHMENTS ** COMMENT ** 03 POLICE - UNIFORMS 01-210-62-00-5421 39.39 WEARING APPAREL P25 DATE: 12/30/04 UNITED CITY OF YORKVILLE PAGE: 26 TIME: 09:56:06 DETAIL BOARD REPORT ID: AP441000.WOW INVOICES DUE ON/BEFORE 01/11/2005 INVOICE # INVOICE ITEM VENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT YOPDPET YORKVILLE POLICE DEPARTMENT 122804 12/28/04 04 POLICE - MEAL REIMBURSEMENT 01-210-64-00-5605 01/11/05 9.07 TRAVEL EXPENSES INVOICE TOTAL: 64.44 VENDOR TOTAL: 64.44 YORKHILL YORKVILLE HILL LANDSCAPING INC 276 12/17/04 01 WATER IMPROV - JOHNSON ST 41-000-75-00-7505 00102148 01/11/05 1,053.60 JOHNSON STREET WATER MAIN 02 SOD RESTORATION ** COMMENT ** INVOICE TOTAL: 1,053.60 VENDOR TOTAL: 1,053.60 YRKSTORG YORKVILLE SELF STORAGE, INC 010105-JAN 12/28/04 01 MUNICIPL BLDG - STORAGE SPACE 16-000-75-00-7203 01/11/05 150.00 BLDG IMPROVEMENTS-PUBLIC W 02 FOR JAN 2005 ** COMMENT ** INVOICE TOTAL: 150.00 VENDOR TOTAL: 150.00 ZBSUPPLY ZB SUPPLY COMPANY 100464 11/22/04 01 ADMIN - TRASH BAGS, SOAP, 01-110-65-00-5804 00102217 01/11/05 199.47 OPERATING SUPPLIES 02 PAPER TOWELS ** COMMENT ** INVOICE TOTAL: 199.47 VENDOR TOTAL: 199.47 TOTAL ALL INVOICES: 858,016.65 P26 UNITED CITY OF YORKVILLE PAYROLL SUMMARY PAY PERIOD ENDING 12/11/04 SOCIAL REGULAR OVERTIME TOTAL SECURITY IMRF TOTALS ADMINISTRATION $18,891.99 $0.00 $18,891.99 $1,155.06 $1,708.59 $21,755.64 ENGINEERING $9,288.72 $31.80 $9,320.52 $713.00 $938.58 $10,972.10 POLICE $49,885.31 $1,523.70 $51,409.01 $3,932.80 $391.69 $55,733.50 PUBLIC WORKS $20,036.37 $1,603.48 $211639.85 $1,655.48 $2,062.15 $25,357.48 LIBRARY $5,288.95 $0.00 $5,288.95 $404.60 $330.62 $6,024.17 RECREATION $12,829.27 $0.00 $12,829.27 $981.48 $867.29 $14,678.04 PARKS $8,326.14 $162.30 $8,488.44 $649.36 $854.78 $9,992.58 TOTALS $124,546.75 $3,321.28 $127,868.03 $9,491.78 $7,153.70 $144,513.51 TOTAL INVOICES 1/11/2005 $858,016.65 TOTAL PAYROLL 12/11/2004 $144,513.51 TOTAL DISBURSEMENTS $1,002,530.16 P27 12/16/2004 18.02 FAX 630 553 5764 DANIEL J. KRAMER a 002/008 v t -..jt ., STATE OF ILLINOIS ) COUNTY OF KENDALL ) TEMPORARY SANITARY SEWER LIFT STATION AGREEMENT THIS AGREEMENT is made and entered into this day of 2004,by and between the United CITY of Yorkville, a Municipal Corporation,herein after referred to as"CITY", and MPI-2 Yorkville Central LLC, an Illinois Limited Liability Company, hereinafter referred to as"OWNER/DEVELOPER". WITNESSETH: WHEREAS, OWNER/DEVELOPER is the owner of certain real estate situated within the existing corporate limits of the CITY, which real estate is the subject matter of a certain Annexation/Master Planned Unit Development Agreement heretofore entered into between the CITY and OWNERIDEVELOPER; and WHEREAS, the terms of the Annexation/Planned Unit Development Agreement executed between the parties on August 7, 2003 and recorded with the Kendall County Recorder of Deed on September 11, 2003 as Document#200300032964 are hereby incorporated herein by reference as Exhibit"A"; and WHEREAS,Annexation/Planned Unit Development Agreement provided for the development of an area commonly referred to as Grande Reserve Central, including Neighborhoods 6-16 as depicted in Exhibit"I" attached hereto and incorporated herein by reference; and WHEREAS,pursuant to Exhibit"I"contained in Annexation/Planned Unit Development Agreement, incorporated herein by reference, a gravity sanitary sewer interceptor was to be extended to the subject property from the Fox Metro Reclamation District to service the aforementioned real property; and WHEREAS,pursuant to the Annexation/Planned Unit Development Agreement the OWNER/DEVELOPER bore the responsibility of obtaining any and all sanitary sewer easements from off-site property owners in order for the extension of the Fox Metro Reclamation District Service and the Yorkville Bristol Sanitary District to the Subject Property; and WHEREAS, the OWNER/DEVELOPER is attempting to obtain the necessary sanitary sewer easements from the off-site property owners in order to be able to construct the gravity sanitary sewer interceptor as provided for in the Annexation/Planned Unit Development Agreement for the real property delineated as Neighborhood 6-16 on the attached Exhibit"I" attached hereto and incorporated herein by reference. 12/16/2004 18: 02 FAX 630 553 5764 DANIEL J. KRAMER 2!)008/006 WHEREAS, the OWNER/DEVELOPER CITY has requested permission from the CITY to design and construct a temporary sanitary sewer lift station to serve the property commonly referred to as Grande Reserve Central; and WHEREAS, CITY has agreed to permit the OWNER/DEVELOPER to construct a temporary sanitary sewer lift station to service the property in accordance with the following conditions; NOW, THEREFORE, the parties hereto agree as follows: 1) All parties hereto agree that the above contained recitals are an integral part of this Agreement and hereby adopt those recitals as part of this Agreement. 2) Upon approval of TEPA Permit#1003-1A-4846 by all necessary governmental agencies, the CITY shall permit the OWNER/DEVELOPER to design and construct a temporary sanitary sewer lift station in accordance with specifications stated in said IEPA Permit. 3) The CITY shall permit the OWNER/DEVELOPER to design and construct a temporary sanitary sewer lift station in order to provide sanitary sewer service to a maximum of 1085 residential units, one school and one clubhouse within the following areas of the development as delineated in Exhibit "C" and in accordance with the following provision. 4) That OWNER/DEVELOPER shall be entitled to provide sanitary sewer service through said temporary sanitary sewer lift station to a maximum of 723 single family lots located within the areas delineated as Neighborhoods 9-16 in Exhibit 5) That OWNER/DEVELOPER shall be entitled to provide sanitary sewer service through said temporary sanitary sewer lift station to a maximum of 298 single family attached lots located within the areas delineated as Neighborhoods 6 and 7 in Exhibit"C". 6) That OWNER/DEVELOPER shall be entitled to provide sanitary sewer service through said temporary sanitary sewer lift station to a maximum of 64 duplex units located within the area delineated as Neighborhood 8 in Exhibit"C". 7) That said temporary sanitary sewer lift station shall be constructed on Lot 3002 as depicted on the Final Plat of Subdivision for Grande Reserve Unit 2 recorded with Kendall County Recorder of Deeds on July 29, 2004 as Document No. 20040020976,which is incorporated herein by reference as Exhibit"B". 8) The OWNER/DEVELOPER shall construct the access drive for said temporary sanitary sewer lift station across Lot 98 as depicted in Exhibit "B"from Cranston Circle to the temporary sanitary sewer lift station site. The exact location and 12/16/2004 18:02 FAX 630 553 5764 DANIEL J. KRAMER a004/008 design of the access drive shall be subject to the approval of the City Engineer. from Cranston Circle in accordance with the standard specification contained in the United CITY of Yorkville Subdivision Control Ordinance. 9) The CITY shall provide the service and maintenance of said temporary sanitary sewer lift station at the sole expense of the OWNER/DEVELOPER. The OWNER/DEVELOPER shall deposit with the CITY, one year in advance, the yearly projected service and maintenance cost associated with the operation of said temporary sanitary sewer lift station. Further, the OWNER/DEVELOPER shall be responsible for any incidental costs incurred by the CITY in the service and maintenance of said temporary sanitary sewer lift station. Upon incurring any incidental expense the CITY shall forward an invoice for said expense to the OWNER/DEVELOPER and the OWNER/DEVELOPER forward payment to the CITY within thirty(30) days of receipt of said invoice. In the event that OWNER/DEVELOPER disputes the incidental expense incurred by the CITY, OWNER/DEVELOPER must notify the CITY of the same in writing within seven(7) days of receipt of the invoice, 10) The OWNER/DEVELOPER shall be continually liable for the cost of maintenance of said temporary sanitary sewer lift station as long as said temporary sanitary sewer lift station is operable. 11) The OWNER/DEVELOPER shall bear the responsibility for the deconstruction, dismantling and/or abandonment of said temporary sanitary sewer lift station at such time as it is no longer necessary, In order to guarantee the deconstruction, dismantling and/or abandonment of said temporary lift station the OWNER/DEVELOPER shall post a letter of credit with the CITY or deposit in an escrow account with the CITY the amount of 110%of the estimated cost of deconstruction, dismantling and/or abandonment of the temporary sanitary sewer lift station. The OWNER/DEVELOPER shall utilize the City's standard letter of credit, In the event the OWNER/DEVELOPER deconstruction, dismantling and/or abandonment the temporary sanitary sewer lift station, the CITY shall inspect the same and release any letter of credit or funds held in accordance with the United CITY of Yorkville Subdivision Control Ordinance. 12) That the terms of this Agreement shall be binding upon the parties for a period of five (5) from the execution of this Agreement. In the event that at the expiration date of this Agreement the OWNER/DEVELOPER has failed to obtain the necessary sanitary sewer easements from off-site property owners and/or failed to construct the gravity sanitary sewer interceptor pursuant to the terms of Annexation/Master Planned Unit Development Agreement executed between the parties, the parties agree that this Agreement shall terminate and the parties shall renegotiate the extension of sanitary sewer service to the development. 12/16/2004 18 02 FAX 630 553 5764 DANIEL J KRAMER /21005/006 IN WITNESS WHEREOF the parties have executed this Agreement this day of , 2004, UNITED CITY OF YORKVILLE, a Municipal Corporation BY: Mayor ATTEST: CITY Clerk OWNEPJDEVELOPER: MPI-2 Yorkville Central LLC an Illinois Limited Liability Company BY: ATTEST: • Prepared by: The Law Office of Daniel J. Kramer 1107A South Bridge Street Yorkville, IL 60560 (630) 553-9500 12/29/2004 15 44 FAX 630 553 5764 DANIEL J. KRAMER 83002/006 STATE OF ILLINOIS ) ) SS. COUNTY OF KENDALL ) OVERSIZING AND RECAPTURE AGREEMENT FOR HEARTLAND SUBDIVISION AND HEARTLAND CIRCLE SUBDIVISION NOW COMES,THE UNITED CITY OF YORKVILLE,hereinafter referred to as "CITY", and RICHARD MARKER ASSOCIATES, INC. on behalf of Heartland Subdivision and Heartland Circle Subdivision, hereinafter referred to collectively as "DEVELOPER",who in satisfaction of all obligations between the parties for oversizing and recapture by DEVELOPER to the CITY agree upon the following terms and conditions: WITNESSETH WHEREAS, a written Annexation and Planned Unit Development Agreement was entered into by and between CITY and DEVELOPER for purposes of annexing, zoning, and developing Heartland Subdivision; and WHEREAS, a written Annexation and Planned Unit Development Agreement was entered into by and between CITY and DEVELOPER for purposes of annexing, zoning, and developing Heartland Circle Subdivision; and WHEREAS, under the terms of each Agreement certain oversizing was to be done at the request of the CITY, which would be reimbursed by the CITY to DEVELOPER; and WHEREAS, substantial oversizing including sanitary sewer work, increase depth in sanitary sewer work, water mains,road repairs, and the like were done at the specific instance and request of the CITY pursuant to the oversizing clause of each of said Annexation and Planned Unit Development Agreements; and 1 12/29/2004 15 44 FAX 630 553 5764 DANIEL J KRAMER Z003/006 during theapproval of Heartland Subdivision, a Spring further pp Street sanitary sewer was agreed to be replaced and corrected by DEVELOPER, and the cost thereof to be recaptured pursuant to a written Recapture Agreement entered between the parties, the source of payment being an Economic Incentive Agreement whereby DEVELOPER would receive one- half(1/2) of sales tax revenues received from its B-3 area zoned in Heartland Subdivision until it was reimbursed for the full amount of the Spring Street improvements; and WHEREAS, an Economic Incentive Agreement has not yet been created between the parties, and the parties agree it is in the best interest of all mutually concerned to fix the amount of oversizing and recapture costs incurred by DEVELOPER and to provide for the payment thereof under the terms of this Agreement; and WHEREAS, each of the parties has agreed that all amounts of recapture and oversizing costs have been evaluated thoroughly by the parties and the parties have come to an agreement on the amounts to be paid with no further claim for any oversizing or recaptures to be claimed or incurred by either party other than warranty work under the terms of this Agreement or any other claim, agreement, or right asserted by any party hereto; and WHEREAS, it is the desire of all parties hereto to settle all issues between them in an amicable fashion: NOW THEREFORE, the parties agree as follows: t) The headings and recitals set forth above are hereby incorporated in and made a part of this Agreement and are enforceable covenants between the parties hereto. 2) That with respect to Heartland Subdivision, a summary of the recapture costs for sanitary sewer on Spring Street as well as a Walnut Street watermain extension that was specifically requested by CITY from DEVELOPER that was outside of the construction improvements required for the subdivision of DEVELOPER are set out and incorporated into the attached Exhibit "A"to this Agreement. 3) CITY and DEVELOPER agree that the amounts set out in the attached Exhibit "A" for sanitary sewer work totaling a net balance due of One Hundred Twenty- Seven Thousand Nine Hundred Twenty-Three Dollars and 36/100 ($127,923.36) are a fair and reasonable amount for sanitary sewer recapture costs for Spring Street and related sanitary sewer work that was over and above subdivision requirements for Heartland Subdivision. 4) CITY and DEVELOPER agree that the amounts set out in the attached Exhibit "A" for sanitary sewer work totaling a net balance due of Eighty-Two Thousand Eight Hundred Seventy-Seven Dollars and 03/100($82,877,03) are a fair and reasonable amount for watermain extension costs for Walnut Street and related sanitary sewer work that was over and above subdivision requirements for Heartland Subdivision. 2 12/29/2004 15 44 FAX 630 553 5764 DANIEL J KRAMER 004/006 5) DEVELOPER has requested and claimed credit for a general contractor fee for work supervision of said work for Fifteen Thousand Eight Hundred Ten Dollars and 03/100 ($15,81003),which the parties have agreed hereto shall not be paid by the CITY and is hereby waived as a claim against the CITY. 6) That with respect to Heartland Circle Subdivision, a summary of the recapture costs for sanitary sewer oversizing that was specifically requested by CITY from DEVELOPER that was outside of the construction improvements required for the subdivision of DEVELOPER are set out and incorporated into the attached Exhibit"B"to this Agreement, 7) CITY and DEVELOPER agree that the amounts set out in the attached Exhibit "B" for sanitary sewer work totaling a net balance due of Eight Hundred Fifty Thousand Nine Hundred Seventy Dollars and 05/100 ($850,970.05) are a fair and reasonable amount for sanitary sewer oversizing costs and related sanitary sewer work that was over and above subdivision requirements for Heartland Circle Subdivision. 8) DEVELOPER has requested and claimed credit for a general contractor fee for work supervision of said work for Sixty-Six Thousand Five Hundred Thirty-Nine Dollars and 79/100($66,539.79), which the parties have agreed hereto shall not be paid by the CITY and is hereby waived as claim against the CITY. 9) That a major component of the oversizing claim of DEVELOPER was de- watering deep sanitary sewer installations, the depth being requested by the CITY to provide for a new lift station that would service the northeast quadrant of the CITY with sufficient depth to be extended beyond Heartland Circle Subdivision for future connections to said sanitary sewer line and lift station, That the cost of said de-watering was a total of Three Hundred Six Thousand Fifty Dollars and 00/100 ($306,050.00) a portion of which the CITY has contended should be a DEVELOPER rather than CITY expense. 10) That CITY and DEVELOPER have agreed to a credit off of said de-watering of One Hundred Thousand Dollars and 00/100 ($100,000.00)to the CITY, thereby reducing the sanitary sewer oversizing claim amount from Eight Hundred Fifty Thousand Nine Hundred Seventy Dollars and 05/100 ($850,970.05) to Seven Hundred Fifty Thousand Nine Hundred Seventy Dollars and 05/100 ($750,970.05). 11) That the CITY has agreed to pay a combined amount of Seven Hundred Fifty Thousand Nine Hundred Seventy Dollars and 05/100 ($750,970.05)plus One Hundred Twenty-Seven Thousand Nine Hundred Twenty-Three Dollars and 36/100 ($127,923.36) as the combined amount owed to DEVELOPER for sanitary sewer oversizing in the total amount of Eight Hundred Seventy Eight Thousand Eight Hundred Ninety-Three Dollars and 41/100 ($878,893.41). The CITY will pay the sum of Six Hundred Thousand Dollars and 00/100 3 12/29/2004 15. 45 FAX 630 553 5764 DANIEL J. KRAMER 005/006 ($600,000.00) from its Sanitary Sewer Fund upon approval of this Agreement by the City Council of The United City of Yorkville no later than February 15, 2005. The balance due on sanitary sewer recapture of Two Hundred Seventy-Eight Thousand Eight Hundred Ninety-Three Dollars and 00/100($278,893.00)shall be paid by the CITY to DEVELOPER on or before November 23, 2005 without interest totally concluding the CITY obligation for payment of sanitary sewer oversizing. 12) That the CITY has agreed to pay a total of Eighty-Two Thousand Eight Hundred Seventy-Seven Dollars and 00/100($82,877.00) for the Walnut Street's watermain extension. The sum of Forty-Four Thousand Dollars and 00/100 ($44,000.00) shall be paid from the CITY Water Fund in partial satisfaction of the water recapture on or before February 15, 2005. The balance of watermain oversizing for the Walnut Street water project of Thirty-Eight Thousand Eight Hundred Seventy-Seven Thousand Dollars and 00/100($38,877.00) shall be paid by the CITY to DEVELOPER out of its Water Fund on or before November 23, 2005 without interest. 13) Upon payment of these sums all rights, obligations, claims, and demands of any kind between the parties for recapture or oversizing other than warranty work on the improvements installed pursuant to CITY Ordinances shall be waived between the parties hereto. 14) DEVELOPER hereby waives any claim to an Economic Incentive Agreement as provided in the Heartland Subdivision Annexation and Planned Unit Development Agreement, and shall receive no sales tax rebates therefrom. 15) The terms and conditions contained herein are the entire agreement of the parties hereto, and no party shall claim any change, modification, altering, or other agreements without the agreement herein expressly being amended by the parties hereto by mutual agreement. 16) In the event any portion of this Agreement is declared void by a court of competent jurisdiction, the remaining parts thereof would be considered a valid contract, only the provisions that may be found void to be affected. 17) Each party has voluntarily and freely entered into this Agreement without coercion or duress of any kind and intends to be bound strictly by the terms of this Agreement. 18) This Agreement shall be binding upon successors and assigns of each party hereto. 4 12/29/2004 15 45 FAX 630 553 5764 DANIEL J. KRAMER 0 006/006 IN WITNESS WHEREOF, all parties have executed this Agreement on the date set forth beneath their signatures. CITY: DEVELOPER: UNITED CITY OF YORKVILLE RICHARD MARKER ASSOCIATES, INC. By: By: Mayor Attest: Attest: City Clerk Date: Date: 5 12/21/2004 11 :21 FAX 630 553 5764 DANIEL J. KRAMER a 002/011 4-- ._ STATE OF ILLINOIS ) ) SS. COUNTY OF KENDALL ) ORDINANCE 2005- AN ORDINANCE ESTABLISHING SPECIAL TAX SERVICE AREA NUMBER 2005- FOR PRAIRIE MEADOWS SUBDIVISION BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS, AS FOLLOWS: SECTION 1: Authority to Establish Special Service Area. Special Service Areas are established pursuant to Article VII, Section 7,of the Constitution of the State of Illinois, in force July 1, 1971,which provides: "Counties and municipalities which are not home-rule units shall have only powers granted to them by law and the powers...(6)to levy or impose additional taxes upon areas within their boundaries in the manner provided by law for the provision of special services to those areas and for the payment of debt incurred in order to provide those special services." and are established pursuant to the provisions of an Act to provide the manner of levying or imposing taxes for the provision of special services to areas within the boundaries of home-rule units and non-home-rule municipalities and counties and pursuant to the Revenue Act of 1939. 1 12/21/2004 1 1. 21 FAX 630 553 5764 DANIEL J. KRAMER Z003/011 SECTION 2: Findings. A. The question of the establishment of the Special Tax Service Area hereinafter described as a Special Tax Service Area is considered by the City Council pursuant to an Ordinance entitled "Enabling Ordinance to Create Special Service Area 2005- for Prairie Meadows Subdivision",in the United City of Yorkville,and pursuant to a waiver and consent to the imposition of a Special Tax Service Area executed by the owner of 100%interest in said subdivision,without the necessity of any public hearing, or period for objection pursuant to 35 MCS 200/27-5 (2002). B. The special tax shall be levied and shall be assessed as follows on all of the real property included in the special service area: A maximum of (percent of assessed valuation), i.e.; $.50 per $100.00 of equalized assessed valuation. Said assessments may be made at any time by City Ordinance for an indefinite period of time;or for a time determined in said Ordinance after all required public hearings, At the hearing,all persons affected will be given an opportunity to be heard. The assessment made at said hearing will only be for the purpose of accomplishing extraordinary and unique repairs and maintenance as set out above in said subdivision. It is necessary to provide a back-up method to insure that monuments, signage, and landscaping within the common areas of Prairie Meadows Subdivision, as well as any other common areas designated in the Declaration of Covenants and Restrictions dated and Final Plats of Prairie Meadows Subdivision,to the Recorder of the United City of Yorkville a source of funding in the event said Homeowner's Association fails to maintain and repair said facilities in a safe and useable condition as is determined by the City Council of the United City of Yorkville. The United City of Yorkville shall further be reimbursed for any administrative costs incurred if any assessment is necessaryto be made in an amount not to exceed fifteen percent(15%) 2 12/21/2004 11 21 FAX 630 553 5764 DANIEL J KRAMER Z004/011 of the cost of the aforementioned repair and maintenance. This program is necessary for public safety and is in the best interest of maintaining real property values within the Prairie Meadows Subdivision as described in the attached Exhibit"A". C. Prior to the assessments being made for any part of the work done listed above,the United City of Yorkville shall give the persons affected advance notice of a Public Hearing as per Illinois Compiled Statutes governing Special Tax Service Areas to be held so that input may be had as to said assessment. SECTION 3: This Special Tax Services Area shall run for an indefinite period of time. SECTION 4: All Ordinances or parts of Ordinances in conflict with these provisions are repealed. SECTION 5: This Ordinance shall become effective from and after its passage, approval, and publication in pamphlet form in the manner prescribed by law. WANDA OHARE JOSEPH BESCO VALERIE BURR PAUL JAMES LARRY KOT MARTY MIJNNS ROSE SPEARS RICHARD:) STICKA APPROVED by me,as Mayor of the United City of Yorkville,Kendall County,Illinois,this day of , A.D. 20 MAYOR 3 12/21/2004 11 21 FAX 630 553 5764 DANIEL J KRAMER Z005/011 PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 20 Attest: CITY CLERK Prepared by: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 630.553.9500 4 12/21/2004 11 21 FAX 630 553 5764 DANIEL J KRAMER Z006/011 .1±1---,CA STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE NO, 2005- ENABLING ORDINANCE TO CREATE SPECIAL SERVICE AREA 2005. FOR MENARD,INC., A WISCONSIN CORPORATION jPRAIRIE MEADOWS SUBDIVISION) NOW COMES, MENARD, INC., a Wisconsin Corporation, the Owner and Developer of 100%o real property except for Lots 12, 13, 14, 15, and 88, and AMG HOMES, INC., an Illinois Corporation,the Owner of Lots 12, 13, 14, 15,and 88 of the PRAIRIE MEADOWS SUBDIVISION and the UNITED CITY OF YORKVILLE herein after referred to as "CITY"who agree to create a Special Service area upon the following terms and conditions: WHEREAS,MENARD,INC., wishes to provide additional security to the UNITED CITY OF YORKVILLE for purposes of guaranteeing unique and special municipal services to the Prairie Meadows Subdivision; and WHEREAS, the owner of 100% of the subject real property hereinafter described in the attached Exhibit "A" has entered into a Declaration of Covenant and Restrictions for the Prairie Meadows Homeowners' Association dated providing for repair and maintenance ofmonuments,signage,landscaping,other common area maintenance responsibilities, 1 12/21/2004 11 21 FAX 630 553 5764 DANIEL J KRAMER Q 007/011 and administrative expenses for said Development; and WHEREAS, the Declaration of Covenants and Restrictions of record dated have provided a primary duty with the Homeowners'Association of the Prairie Meadows Subdivision to have maintenance and repair responsibility for the above specified purposes; and WHEREAS, the CITY is desirous of providing a back-up mechanism providing for the payment of any cost of maintenance and repair of the above-described purposes as well as any common elements, and subdivision entrance monumentation and signage to the Prairie Meadows Subdivision and if the Homeowners' Association of the Prairie Meadows Subdivision does not satisfactorily,in the opinion of the CITY,maintain those items above listed up to a safe and passable standard for the residents of the Prairie Meadows Subdivision that a mechanism be established in order to provide that services are provided, which shall not become a tax burden on the general citizenry of the CITY; and WHEREAS, pursuant to 35 ILCS 200\27-5 (2002) et. seq. provides for the creation of Special Service Area for the provision of municipal responsibility to be assessed to a given area to finance those maintenance and improvements to the specifically designated area, providing unique and special services contained in said Service Area; and NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE AS FOLLOWS: SECTION I That a Special Service Area is created for tax purposes in the Prairie Meadows Subdivision covering all platted lots within said SUBDIVISION, known as "Prairie Meadows Subdivision". 2 12/21/2004 11 21 FAX 630 553 5764 DANIEL J KRAMER Z008/011 That the area designated for coverage by said Special Service Area is as set out in the attached Exhibit "A"to this Ordinance. • SECTION n That said Special Service Area is being created as a secondary source of financing to provide for any maintenance and repair of landscaping, subdivision entrance monumentation, and signage within common areas not carried out by the Prairie Meadows Homeowners' Association as well as the associated administrative expenses incurred by the CITY. • SECTION In That prior to the imposition of any levy of taxes pursuant to an act creating a Special Service Area Tax Act, 35 ILCS 200\27-5 (2002) et seq., a hearing shall be held in accordance with said Statute providing for the amount of taxes to be levied,the purposes for which said taxes are levied, and the necessity of levying said tax against the Prairie Meadows Subdivision only in the event that the Homeowners= Association of said Subdivision does not maintain the above specified improvements, as well as common areas,subdivision entrance monumentation and signage of said Subdivision in a safe and passable manner. SECTION IV That any tax so levied shall be levied based on the assessed value of each ofthe taxable units located within said Subdivision. Notification of said levy shall be given in accordance with said Statute above cited in conformance with Illinois Compiled Statutes as to each individual dwelling unit owner on any platted lot in said Subdivision. SECTION V The UNITED CITY OF YORKVILLE shall have power to issue Bonds pursuant to said 3 12/21/2004 11 : 22 FAX 630 553 5764 DANIEL J. KRAMER 009/011 Special Service Area Tax Act to complete said work and to levy repayment on an annual real estate tax bill basis against each dwelling unit within the Prairie Meadows Subdivision. THIS ORDINANCE SHALL BE IN FULL FORCE AND EFFECT UPON ITS PASSAGE AND APPROVAL. WANDA OHARE JOSEPH BESCO VALERIE BURD PAUL JAMES LARRY KOT MARTY MUNNS ROSE SPEARS RICHARD STICKA APPROVED by me,as Mayor of the United City of Yorkville,Kendall County,Illinois,this day of , A.D. 20 MAYOR PASSED by the City Council of the United City of Yorkville,Kendall County, Illinois this day of , A.D. 20 _ Attest: CITY CLERK Prepared by& Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 4 12/21/2004 11 22 FAX 630 553 5764 DANIEL J KRAMER 0 010/011 -1: i NC it / c' . STATE OF ILLINOIS ) ) SS. COUNTY OF KENDALL ) PRAIRIE MEADOWS SUBDIVISION CONSENT TO CREATION OF SPECIAL SERVICE TAX AREA NOW COMES, MENARD, INC., a Wisconsin Corporation, the Owner and Developer of 100% of the real property except for Lots 12, 13, 14, 15, and 88, and AMG HOMES, INC., an Illinois Corporation, the Owner of Lots 12, 13, 14, 15, and 88 of the real property of Prairie Meadows Subdivision who do hereby irrevocably consent and agree to the creation of a Special Tax Service Tax Area pursuant to 35 ILCS 200/27-5 (2002) et. seq. and do further waive notice of all right to hearings and publications thereof, The undersigned further waive notice and consent to imposition of said Special Tax Service Area as a back-up funding mechanism for said improvements and maintenance on the real property described in the attached Exhibit"A". This waiver and consents shall be binding upon Owner and its successors,heirs,and assigns. 1 12/21/2004 11 22 FAX 830 553 5764 DANIEL J. KRAMER 1011/011 OWNER and DEVELOPER: OWNER of Lots 12, 13, 14, 15, and 88: MENARD, NC., AMG HOMES, INC., a Wisconsin Corporation an Illinois Corporation By: By: , Attest: , Attest: //,../56/ Prepared by: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 2 ri ' 14 1 � o United City of Yorkville Memo 800 Game Farm Road 111177. EST.iii 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 6at 7� --,- o Fax: 630-553-3436 �L4.kE ,,>, Date: December 22, 2004 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer , 0" CC: Dan Kramer, City Attorney John Wyeth, Attorney Liz D'Anna, Deputy City Clerk Bill Dettmer, Code Official Subject: Plat of Dedication - Kylyn's Ridge Lot 134 Attached find one reduced copy of the executed plat of dedication for additional right-of- way on Faxon Road adjacent to Lot 134 in the Kylyn's Ridge subdivision. The City Council had approved an earlier version of the ROW dedication of Faxon Road when the final plat for Kylyn's Ridge Unit 1 was approved. Subsequently, however, the Whispering Meadows subdivision worked its way through preliminary plan approval. One change resulting from that preliminary plan approval was a slight re-alignment of the curve in Faxon Road. AMG Homes agreed to the re-alignment and to dedicate the additional right-to-way, but their final plat had already been recorded_ AMG Homes has a contract on Lot 134, and needed to dedicate this additional right-of- way before the closing. Dan Kramer indicated that this plat would need to go before City Council for approval, but since there wasn't time to accomplish that before the closing, Dan recommended that we sign and record the plat immediately, and have the signatures ratified by City Council. The issue of setbacks and easements will be handled through a surveyor's certificate of correction, which will be recorded independently by George Skulavik. The original Kylyn's Ridge Unit 1 plat attempted to dedicate the correct right-of-way, but since that didn't occur, Mr. Skulavik is willing to state that new alignment is a correction and that setbacks and easements should be based off the new right-of-way line. Please place this item on the Committee of the Whole agenda of January 4, 2005. If you need additional information, please see me. IC 0 IC W SM GRAPHIC NONE PLAT OF DEDICATION 7 • PARCEL 1' PARCEL?: THAT PART OF LO7 134 IN KYLYN"S RIDGE UNIT 1,BEING A SUBDIVISION OF PART OF SECTION 20, THAT PART OF LOT 139 LN KYLYN"S RIDGE UNIT 2,BEING A SUBDIVISION OF PART OF SECTIONS 19 ANI)20. TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN,TN THE UNITED CITY OF TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNTED CITY OF YORKVILLE,ACCORDING TO THE PLAT THEREOF RECORDED MAY 10,2003 AS DOCUMENT NUMBER YORKVILLE,ACCORDLNG TO THE PLAT THEREOF RECORDED JANUARY 14, :004 AS DOCUNIDNT N'UMIEER 200300516559,MORE PARTICULARLY DESCRIBED AS FOLLOWS COMMENCING AT THE NORTHEASTERLY 541048,MORE PARTICULARLY DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHEASTERLY CORNER CORNER OF SAID LOT 134:THENCE NORTH 80 DEGREES 27 MINUTES 23 SECONDS WEST,ALONG t HL OF SAID LOT 139,I HLNCE NORTH 09 DEGREES 32 MINUTES 3'SECONDS EAST,ALONG 1 HI EASTERLY ILENE NORTHERLY LINE OF SAID LOT 134,A DISTANCE OF 346 FEET TO THE POINT OF BEGINNING,SAID POINT OF SAID LOT 135,A DISTANCE OF 19.07 FEET TO THE POINT OF BEGINNING,SAID POINT ALSO BEING A POINT SCALE 1'=30' ALSO BEING A POINT OF NON-TANGENT CLLR V ATURE,THENCE ALONG A CURVE TO THE RIGHT.HAVING A OF CURVATURE:THENCE ALONG A CURVE TO THE LEFT,RAVING A RADIUS OF 21.00 FEET,A DISTANCE OF RADIUS OF 1485.50 FEET,A DISTANCE OF 127.53 FEET(CHORD BEARING=SOUTH AF DEGREES 39 MINUTES 40 4100 FEET(CHORD BEARING=NORTH r DECREES 26 MINUTES 31 SECONDS WEST.CHORD LENGTH=3656 SECONDS WEST,C110 P'._.)LENGTH=;27.0.FEET)TOA POINT OF REVERSE CURVATURE:1 HENCE ALONG A FEET TO A POINT OF REVERSE CUR\NATURE;THENCE ALONG A CURVE TO THE RIGHT,HAVING A RAIIIUS CITY ADMINISTRATOR'S CERTIFICATE OWNER'S CERTIFICATE CURVE TO THE LEFT,RAVING A RADIUS OF 21.00 FEET,A DISTANCE OF 35.00 FEET(CHORD OF 1480.00 FEET,A DISTANCE OF 102.57 FEET(CHORD BEARING-NORTH 82 DEGREES 26/MENU—TES 31 BEARING=SOUTH 50 DECREES 20 MINUTES 12 SECONDS WEST,CHORD LENGTH=32.67 FEET)TO A POINT OF SECONDS WEST,CHORD LENGTH=10255 FEET-)TO A POINT OF TANGENCY,SAID POINT ALSO PANTING 41.00 STATE DP(LJNOIS I STATE or ILLINOIS I TANGENCY.SAD)POINT ALSO BEING ON THE WESTERLY LINE OF SAID LOT 134;THENCE NORTH 09 FEET SOUTHERLY(AS MEASURED AT RIGHT ANGLES THERETO)OF THE CENTERLINE OF THE ORIGIN AL I S.S. SS DEGREES 32 MINUTES 37 SECONDS EAST.ALONG IRE WESTERLY LINE OF SAID LOT 134.A DISTANCE OF 8.91 SAXON ROAD,THENCE NORTH$0 DEGREES 2"MINUTES 23 SECONDS WEST,ALONG THE A LINE THAT I, COLIT'OF K551350.) CONEY OF DILL; FEET TO A POINT OF CURVATURE:IHENCE ALONG A CURVE TO THE RIGHT,RAVING A RADIUS OF 25.06 45.50 FEET SOUTHERLY(AS MEASURED AT RIGHT ANGLES THERETOI OF SAID CENTERLINE OF ROAD,679 -v0 a70 CP N.STM THAT AMC HONE,INC.IS THE OWNER Of THELAN0 FEET,A DISTANCE OF 33.8?FEET(CHORD BLARING NORTH 48 DEGREES 18 MLNLTES 44 SECONDS EAST, FEET:THENCE NORTH 80 DEGREES 15 MINUTES 13 SECONDS WEST,ALONG ALAE THAT IS 40.00 FELT APPROVED BY THE Cr0 ADMINISTRATOR OF THE UNITED CITY OF YORKVILLE,KENDALL COU,N DESCRIBED DI TIM ABO,5U000014 CMTMTIGT:.AND IT.HAS CAUSED THE SAME TO BE Su04'11"'F, AS CHORD LENGTH-31„ TH 1 FEETOA POINT OF REVERSE CURVATURE;IINCE ALONG A CURVE TO THE SOUTHERLY(AS MEASURED AT RIGHT ANGLES THERETO)OF THE SAID CENTERLINE OF ROAD,630 FEET SUBDIVIDED r119 As OWN HEREON PDR-ire USE nnL^cP3 r.m+.sr FOR, _e VILLIN Iq s.'els.� "Owr S AND ADOPE SME UNDER TO ST'^.=9 HAVINGLEFTHAVING A RADIUS OF 1040.50 FEET.A DISTANCE OF 63.11 FEET(CR ORD REARING=NORTH AS TO A POINT OF CURVATURE;THENCE ALONG A CUR VE TO THE LEFT.AA q'ING A RADIUS OF 104(.f10 FEET,.4 JC--<-�-ry of PROVIDED .TIP£wA. .PS HEREBY ACYNOW_e Ars MON 1.1.3 . DEGREES 20 MINUTES 34 SECONDS EAST,CHORD LENGTH=63.10 FEET)TO THE NORTHERLY LANE OF SAID DISTANCE OF 114.X'_FEET(CHORD BEARING-SOUTH 10 DEGREES 25 MINUTES 42 SECONDS EAS-,CHORD N LOT 134;THENCE SOUTH AC DEGREES:7 MINUTES 13 SECONDS EAST,ALONG I HE NORTHERLY LINE OF SAID LENGTH=114,70 FEET;TO A POINT OF REVERSE CURVATURE:THENCE ALONG A CARVE TO THE RIGHT, THE 0,0(04IGN00 HEII0AY DEDICATES FOR PORUS USE'00033400 SHOWN LAT FOR LOT 134,A DISTANCE OF 6977 FEET TO THE PORT OF BEGINNING;ALL IN KENDALL COUNTY,ILLINOIS. HAVING A RADIUS OF 25.00 FEET A DISTANCE OF 41.95 FEET(CHORD BEARING=SOUTH 38 DEGREES 31 2.1.ADN.N I STRAT0R N 000 001OREA STREETS ALLEYS ANO PUBLIC S ER VIC"SF.AND HFRM',ALSO RESERVES C 0,TELEPHONE Ems LE Or OTHER TEL pAGREENEENT MINUTES 27 SECONDS EAST,CHORD LENGTH 37.20 FEET)TO A POINT OF TANGENCY,SAID POINT ALSO .ZD UNTCIa'OF YORKL_ F5 V0. .HIR SUCCESSORS N.AND ASSIGNS THE D NS WHICH PART OF P.I.N,0002-20-150-001 BEING ON THE EASTERLY LINE OF SAID LOT 139,THENCE SOUTH 09 DEGREES):MINUTES 3'SECONDS ARE STATED HEREON. AREA OF PARCEL-1=1346.73 SQUARE FEET WEST.ALONG THE EASTERLY LINE OFSAID LOT 139.A DISTANCE OF 250 FEET TO TRE PORT GF PLAN COMMISSION CER"]71'"ICATE BEGINNING;ALL IN KENDALL COUNTY,ILLINOIS. TEE cwD10.010 Nm FURTHER100.11Y:HA-ALL 0'T100 0.0”INCLUDES n-Tem PLAT LCs W-DmNTH=_ S-A-E OF[.,.10011 100150 AR1`5 OF YORICV EI E COMM010000 I SCHOOL 06T1OCT I IS PART OF PIN,511-20-125-002 )SS 0473D,PS L DAT OF DkL4JNbf'L' '_me A.,C . CE* E AREA OF PARCEL-2=17344 SQUARE FEET OLIN of o ) '\FI 4V_JT,'F APMOVESBYTHE PLA'coMMISSIONOFTHE UNTFPDCRYOFYORKYI.0.KENDALL COQ. AMD •N(�.EDC. FAX°:\OF NAT ILLS...HIS 'JA"OF 10500110 000 +.l✓-� _. -- 00054,000,0�� NOTARY CERTIFICATE n D c°T° __i _ CE N TEADL E O`r LF-ALIG D ( I r`AXON ROAD COUNTY RECORDER CERTIFICATE B D SA. 1 COMO,O z.�.tDALLI OENT !�,,n ( — o TA TE STATE OF ILLINOIS , I V I _`!NV.j!`� NOTARYIC W D FOR SAD OL^.LY IN IF STATE of OPTG 5.5 WRE- Y=¢ x - D L - . .N83.2='4,`- l Y- C-3 — t SHO-2?'z3"£ X8(2 2.5")r) Cf1,XOy FQ4,j \L�7,g-L coon—r of x10505.w.; .1(00 405 00-e ME TO BE THz SAME 001015 �An� sc T o Am ?"�l 0L .�/ RDE. B<' F F� ° F e ,> B5 V.4� 1 ETHIS LI-NOLO ON TM INSTRUMENT WAS FILED FOR RECORD IN 711£RECORDERS OFFICE OF IC.MDA:.!COUNT', MACS.N0333.3DOED USES AND PUMOSEs mFEBr SPD�� NEAIw 73a. lit 0 ANJ vp ART ACi Pm LOT r i SOON AT DCEXR AN:WAS RECORDED By 900K 1tPLNSP- I Jr.- r� 139 (EAE �1N CEI-z�E N0A-a_I.N 37., C_6 PO_ — Or SIA^-S D4oAGE A.;JOCTIF4'TT WM5EC GTY£uL'YDE¢HY HAND AND UOTne♦ SEA,TiCS/I+Y�TOF L�wIY�fC.I' 3'In AO. Kry.-4/.,^.1 11 \ 1 L ;�" PART 03 P.,.n e o3PARK) RT OF DEDjCATE 3.9,,/' i RT Co�EYG� OFFICIAL SEAL Pp - REp CL-1 0-/;2- _5'GC� P.i.n'.%02.'C D) H S7 NE1X'p 7FOR t RENTAL:.COUNTY RECORDER ✓ NOTARY PUBLIC yy( M'HA RE-VIS. OF DIS III I POLYPI Es EN 1N,NINC ROB PAjtCEL-: 4, \A SO A' I" II �{PDF•`T1CA7T T� I p�AT OFBEG]NNj(yG�RPAR�LT'1-,R CEL-1 AN.^ASS '0HE B RESERVEDSTORMWATER RANO GRANTED TO 011005110EMENT EASEMENT V15C.:.DFYORKVILLE AND ) G'JMMiS560N oFuJ°PN(aNZJ_F, STE �' ,NT F \ 32'�N R. .,n.:CLC-G/G.:SC 1 TED', GM SUCCESSORS AND 'G OVER ' OF TIC LAND DESCRIBED ON 7.PLA;FOR 550 CITY CLERK CERTIFICATE RLyCO °k LEA, \ 2.50` / '601 I °MMENA,_RIG. SCHL,G AND LEO.li 'TO WAVE,.CONSTRUCT.RECONSTRUC'REP AR 'N'T OF LO7-13 L3 I \`OP-32;37„.E. 11 1 OI5PEa.MAINTAIN M'O o SIOR Sew^-AS AND.NL STORMWn'A MANAGEMENTAR?_A, STAG OF ILLINOIS ; ( TOf eLR WT-ANY AND. 2C S RY MANHOLES CATCH BASINS.SANITARY SEWERS.WATER ANS I T� / 212,17' 9.D w MANS. I STRUCTURES AND MAC40MMLNICATION CAVES.00SANC:S AS MAY E 0405 O YFL�SAR e SAID CDI o p�. LOU`,DP KENDALL sS. �1- 11 K`Z �:T/ 1 1.17 .T, ALONG.UNDERAND THROUGH SAD MDICA?^J EASEMENT TOGETHER WCIII 10 RIGHT OF ACCESSIrlAPPROVED BY:rtECT'CDUNCR,OPTHE W�.,DC^.'DP 00(50115.K:T'on.`0005'IY Iin"IKII&,v"9 4AL COIF-LRyL �T� -CE /3.w n p LC�-1�' C n�C557tiC o�¢+v cC �SARY M@I,U'D?OIIPMtN:,OIXJ AM'OF?ff rU3Cw_WOrtIC ZS OF E AD �/ .4SDOY ,(T r J�,�F R N / �3 CVIIL`,3.v=Y1Q-� I �tI.R._-INNS c I`'.:C:-�C:S(i l �� H1lS'l •-Y TTPR.JL "H �OY'¢A,IONOFSL'w�.12500.D'THFAS�o O,'4E¢NO N^.SOn' % ry� /, T-?004) I -• IC EN STORNGVA,�UCDINO.). 5'¢'C�'l;R°wP.HN ?�:SPNF1°,�cAa H,;...E R -r_:.cilX N„!DR / i' CSN — X Y,N LOT-3 I I '.048 / ji�'LYl�7s I NO 000o�.xa-ENT OF THE.3 ENGINEER o RroTSESo 410010 USEDFORPURPOSES,u:Uro RII) • I COUNTY CLERK CERTIFICATE Lor z zlcop�E�As Do �� i �� 0030 TGFpD56 00 L I T O` 6 i i. 5 9 j D R P H TL 0x C RR POR �Go DR D. ' ; r.,:.... y I /50.,,, / EN, 0 ' BLL�'iY GERTIFYTIV,T THERE n➢.£NO DF WOUFr GENEAAi TA�S..uO TPAm CJRA_..TAXA.W .VIII POE SERE TAXES AND N0 RR...MAPLE 7,SALES AGAINST ANY OF THE IEA,.ESTATE OESCEMED Lu T OF cr_NDALL COUNI ..m3u CO_DIT.Vc Tn,.__ CITY ENGINEER CURVE _ENLTn'.I FAD)'US I D-ID,RD EEARIN,-, CHORD N:T! 41.DC 25.06 X'37"2F,? 36.5E APPROVED BY THE CITY ENGINEER FOR TILE CED E UNCLY DF YORKVGLE - DA'E5 A.YORKVSLLE.lLLMOIS T111S r.DAY OF 'I)L— 4--"I _ 5 4 .26 -__`e2 02_ 00' 0 5,5 1UB 11000PI SE 4 1: ' 1A I TO'4 I 41.9`_ 05.01 73E-,c L a_ �sl,-,,S7 <L_ _L CC1"_ENGINeER 5 K'N I _-5 256E I 2`35 S5 P � N I S207 I -E �3.E >S.CiN�P'1_� - I _.._. C-7 I Ea.;, 16,4 EN Nss2D = I Ea1I ..-E 12'.=: 14 HG.DL 580'39'40. - t7,./7 - SURVEYOR'S CERTIFICATE _ L4NC _ SURVEYOR li - STATE 0, = _ S'T'ATE OF I-L.0LS ) I'.LlNplb I SS COUNTY OF DUPAGc) °)/,'/,41/'"" 5 N„ I GEORGE H.SKL^..AVIA AN ILLINOIS PROFFS51ONA:,LAND SURVEYOR DD N5REH9 CERYL THAT I I _ HAVE PREPARED THIS PLAT OF DEDICATION OF TME LAND DESCRIBED IN THE ABOVE CARTON FOR TIE PURPOSE OFDED1GTLNG THE LAND SHOWN LCRBON TO THE 050000 CF,OF YORKVILLE FOR ieC PURYJSE5 STATED REASON. • DATED AT LISLE.ILLINOIS THIS 'I�`DAY �OFF`(JJ34..1 rEE+,�I'r ho,' 00(0 ACLe . G!NU `01SIU .-Fe.-- RVeFORFL_ MY LICENSE EXPIRES ON NOV 05100030,1006. _ REVISION, I REVISIONS R.,'5101u_OEsECCVE'1X43_57 1950 Carriage Hill Road PRET/MEMO, D, I DESrNISOF 555 ma �" PLAT OF DEDICATION R � Lisle, Illinois 50532 ND. ®� SAXON ROAD, YORKVILLE, ILLINOIS I Surveyino Services, LTD Phone ± 630-75X3-9230 : R .b�J „� �L, -1-\''.14,t! P:, � CiT 40 ) o United City of Yorkville Memo '" 800 Game Farm Road EST �t 1836 Yorkville, Illinois 60560 _ �� Telephone: 630-553-8545 .6 umFax: 630-553-3436 47tCE �� Date: December 6, 2004 To: Tony Graff', City Administrator 1 From: Joe Wywrot, City Engineer �= CC: Liz D'Anna, Deputy City Clerk Subject: Rob Roy Creek Interceptor (Contract#1) — Change Order#1 Attached find one copy of Change Order No.1 for the referenced project. This change order, in the amount of a $0.00 increase, grants a 60-calendar day time extension for completion of the project. The increase in time is due to delays in awarding the contract while discussions were ongoing regarding the type of pipe to use for the sewer. I recommend that this change order be approved. Please place this item on the December 27, 2004 Public Works Committee agenda for consideration. CHANGE ORDER Order No. 1 Date 12-01-04 Agreement Date: NAME OF PROJECT: ROB ROY CREEK INTERCEPTOR, CONTRACT 1 OWNER: UNITED CITY OF YORKVILLE CONTRACTOR: GLENBROOK EXCAVATING & CONCRETE, INC. The following changes are hereby made to the CONTRACT DOCUMENTS: Justification: Time extension due to delays in awarding the Contract. Original CONTRACT PRICE: $ 956,582.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER $ 956,582.00 The CONTRACT PRICE due to this CHANGE ORDER will be (increased) (decreased)by: $ 0.00 The new CONTRACT PRICE including this CHANGE ORDER will be $ 956.582.00 Change to CONTRACT TIME: Original completion date: April 30, 2005 The CONTRACT TIME will be (increased) (dccreased) by 60 calendar days. The date for completion of all work is June 30, 2005 (Date). � Requested by: Walter E. Deuchler Associates Inc. s !;l le � Accepted by: Glenbrook Excavatin• & Concrete Inc. A .4 a , Approved by: ' Federal Agency Approval (where applicable) P u U q ') 4o co./. United City of Yorkville Memo "" 800 Game Farm Road EST. _° `' 1896 Yorkville, Illinois 60560 ,� Telephone: 630-553-8545 �� 14°— py Fax: 630-553-3436 'SCE ��' Date: December 7, 2004 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer \o,)--C\O' L-- CC: Dan Kramer, City Attorney Liz D'Anna, Deputy City Clerk Subject: IDOT Highway Permit—Prairie Meadows Subdivision Attached find one copy each of a proposed IDOT Highway Permit and the corresponding City Council resolution for revisions to the streetlight system on Kennedy Road. This permit is needed to allow removal of the existing streetlight controller at the Route 47/Kennedy intersection. That controller powers two streetlights mounts on combination traffic signal poles, as well as 5 streetlights on Kennedy Road. The controller is planned to be removed and replaced with a new controller at the Kennedy/McHugh intersection. The existing streetlights would be incorporated into new circuits that would be powered from the Kennedy/McHugh controller. No changes in streetlight wattages, locations, or mounting heights in the IDOT right-of-way. This work would be performed by the developer of Prairie Meadows subdivision, and is already part of th-• , : : • -: : . • Please place this item on the Public Works Committee ag: da of December 27, 2004 for consideration. If you have any questions regarding this matter, . -. -:- . tel/% -* /2-I i '" Illinois Department of Transportation Highway Permit District Serial No. PMT362ac/L-9635 (We) United City of Yorkville 800 Game Farm Road (Name of Applicant) (Mailing Address) Yorkville IL 60560 Hereinafter termed the Applicant, (City) (State) request permission and authority to do certain work herein described on the right-of-way of the State Highway known IL Route 47 Section From Station to Station Kendall County. The work is described in detail on the attached sketch and/or as follows: Located at Kennedy Road. Upon approval this permit authorizes the applicant to locate, construct, operate and maintain at the above mentioned location, removal of an existing street light controller at the intersection of Route 47 and Kennedy Road and replacement with a new controller at Kennedy Road and McHugh as shown on the attached plans which become a part hereof. The applicant shall notify Steve Niemann, Field Engineer, Phone: 815-942-0351 or the District Permit Section, Phone: 815-434-8490 twenty-four hours in advance of starting any work covered by this permit. The State right-of-way shall be left in good condition. (No advertising matter shall be placed on the State right- of-way). (SEE THE ATTACHED SPECIAL PROVISIONS) It is understood that the work authorized by this permit shall be completed within 180 days after the date this permit is approved, otherwise the permit becomes null and void. This permit is subject to the conditions and restrictions printed on the reverse side of this sheet. This permit is hereby accepted and its provisions agreed to this Day of 20 Witness Signed Applicant 800 Game. Fara Road 800 Game Fara Road Mailing Address Mailing Address YQrkzri-1 1 0 60560 Yorkville' Illinoie 60560 City State City tate SIGN AND RETURN TO: District Engineer 700 East Norris Drive, Ottawa, IL 61350 Approved this day of 20 Department of Transportation CC:Applicant(2) Field Engineer Final Inspection BY: District Engineer First: The Applicant represents all parties in interest and shall furnish material, do all work, pay all costs, and shall in a reasonable length of time restore the damaged portions of the highway to a condition similar or equal to that existing before the commencement of the described work, including any seeding or sodding necessary. Second: The proposed work shall be located and constructed to the satisfaction of the District Engineer or his duly authorized representative. No revisions or additions shall be made to the proposed work on the right-of-way without the written permission of the District Engineer. Third: The Applicant shall at all times conduct the work in such a manner as to minimize hazards to vehicular and pedestrian traffic. Traffic controls and work site protection shall be in accordance with the applicable requirements of Chapter 6 (Traffic Controls for Highway Construction and Maintenance Operations) of the Illinois Manual on Uniform Traffic Control Devices for Streets and Highways and with the traffic control plan if one is required elsewhere in the permit. All signs, barricades, flaggers, etc., required for traffic control shall be furnished by the Applicant. The work may be done on any day except Sunday, New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day and Christmas Day. Work shall be done only during daylight hours. Fourth: The work performed by the Applicant is for the bona fide purpose expressed and not for the purpose of, nor will it result in, the parking or servicing of vehicles on the highway right-of-way. Signs located on or over hanging the right-of-way shall be prohibited. Fifth: The Applicant, his successors or assigns, agrees to hold harmless the State of Illinois and its duly appointed agents and employees against any action for personal injury or property damage sustained by reason of the exercise of this permit. Sixth: The Applicant shall not trim, cut or in any way disturb any trees or shrubbery along the highway without the approval of the District Engineer or his duly authorized representative. Seventh: The State reserves the right to make such changes, additions, repairs and relocation's within its statutory limits to the facilities constructed under this permit or their appurtenances on the right-of-way as may at any time be considered necessary to permit the relocation, reconstruction, widening or maintaining of the highway and/or provide proper protection to life and property on or adjacent to the State right-of-way. However, in the event this permit is granted to construct, locate, operate and maintain utility facilities on the State right-of- way, the Applicant, upon written request by the District Engineer, shall perform such alterations or change of location of the facilities, without expense to the State, and should the Applicant fail to make satisfactory arrangements to comply with this request within a reasonable time, the State reserves the right to make such alterations or change of location or remove the work, and the Applicant agrees to pay for the cost incurred. Eighth: This permit is effective only insofar as the Department has jurisdiction and does not presume to release the Applicant from compliance with the provisions of any existing statutes or local regulations relating to the construction of such work. Ninth: The Construction of access driveways is subject to the regulations listed in the "Policy on Permits for Access Driveways to State Highways." If, in the future, the land use of property served by an access driveway described and constructed in accordance with this permit changes so as to require a higher driveway type as defined in that policy, the owner shall apply for a new permit and bear the costs for such revisions as may be required to conform to the regulations listed in the policy. Utility installations shall be subject to the "Policy on the Accommodation of Utilities on Right-of-Way of the Illinois State Highway System." Tenth: The Applicant affirms that the property lines shown on the attached sheet(s) are true and correct and binds and obligates himself to perform the operation in accordance with the description and attached sketch and to abide by the policy regulations. • SPECIAL PROVISIONS All turf areas which are disturbed during the course of this work shall be restored to the original line and grade and be promptly seeded in accordance with Standard State Specifications. Whenever any of the work under this permit involves any obstruction or hazard to the free flow of traffic in the normal traffic lanes, plans for the proposed method of traffic control must be submitted to and approved by the District Engineer at least 72 hours, and preferably longer, before the start of work. All traffic-control shall be in accordance with the State of Illinois Manual of Uniform Traffic Control Devices and amendments thereof. It should be noted that standards and typical placement of devices shown in the Uniform Manual are minimums. Many locations may require additional or supplemental devices. The petitioner agrees to furnish the necessary barricades, lights, and flagmen for the protection of traffic. Traffic shall be maintained at all times. The applicant agrees to notify the Department of Transportation upon completion of work covered under the terms and conditions of this permit so that a final inspection and acceptance can be made. To avoid any revisions to the work completed under the highway permit, the applicant should insure the conditions and restrictions of this permit, the applicable supplemental permit specifications and permit drawing are fully understood. If this permit work is contracted out, it will be the responsibility of the applicant to furnish the contractor with a copy of this highway permit, as the applicant will be responsible for the contractor's work. A copy of approved permit shall be present on job site at all times the work is in progress. The Department reserves the right to reject or accept any contractor hired by the applicant. All excavations shall be promptly backfilled, thoroughly tamped and any excess material removed from the State right-of-way (including rock exposed during backfilling operations). Mounding or crowning of backfill will not be permitted. pmt362/L-9635 j j, .4.s CE O in.. . ENGINEERING CONSULTANTS. INC. _ rpa mou PROPOSED STREETLIGHT(ISOW HPS) R6..:,r;'-"':",s'w,-`�•- 6u1m r.araeo us DOM 1•03,1104-0,01011 }t, PROPOSED STREETLIGHT(250W NPS) .,,• �/ raa .1= -, (T1PE 7) �� O EXISTING 5iREETUGHf n+im: rimala. I TA STREETLIGHT CONTROLLER CABINET _ - r-..,.,.-7-:---T—„. '---=----------_ naniolr r°'o'rr ice 10 O. y.7 �.1�..." +mow-.�.� • 11401.11./TliVala 1:17,4 nu To DC OA.0 v ,rm I '� _/ / I 140 Ilirlaa.11 Ma*Da • o >�tt43616 va _ \ o ® �Iiluir.„.: � !Q.�{:�1 101 naLv>s� - P.A�...y/// I1•NC R \ttii) O C..rL,4\__°,,,,,, IDa3 tL I R[i*aaLIGwSCMR�m R R,o.� � 1 -M'M.mepli•�R QrMa WT1. _O. • 111 TIC CM q Cr R mvd pma.3-1 MU �•�m it I r pR A ti[bG \� .....\ 1 W= I tr= n».Mo��ca7 I BUR/ED CABLE TRENCH DETAI( -\/7 = � I I~ -.I j it 1 it•r R WL mt¢, A.,pOry T..iit Ii_i� ronmo V® 1- 'r".�rur w.-r•n IPS, 06SlCavt uL aca race,. ':F• . ;,^� _ ��"a` .' p�T a. lil r,.r STREETLIGN C N — �A A � ., ,--i ....-...., ,P. I . O TROLLER CABINET O .T�r AM It RCM., FOUNDATION DETAIL AR ,,. we car �EMISUN ELEC ERIC ,—.....r.:.74 '"-"" ' ••� '• r/tam._,e,„..:,--__ dia ___ . ,..___ffi.„.... .f.e.,„7, 1 i, „,,..,,,„., vir t ��s� ,aA .�_-00 = — aro — — = 1,1 � F� p L�,, .� ., rwmsFEg rilac.1J.C.1.1.11 _�, AwTrO S CIaCVrt 00 230 V NPs "T",".770‘Y, "`g.,,,(47> TOTAL CI4NIT -1 LlM1aAIRE V LOAD NA100I A 6 3.636 v/1.52% 300 v 1000 V �'-1��16 o�tsl/A SIMLabl1/(II,1L r1 i6 — !rr/�/ f%/////•� rt I a.Q/,a 6 5 tn9 v/Lp3>. app v spp v KENNEDY ROAD/AICNUGH ROAD �, -r O a STREET LIGHTING LA your LI6NTUG CONIR0.PAIrrj OneEr 1NT/21 t;.,,.4 Cp C 5 2.1)9 V/LOU Iwr..0 a.r... nl /� 300 V 1500 V rnn/1 c sr7401Aarr/(rp Apr,/1 p 4 LAO V/0.695 r, _ 300 V 1200 V , 1e1sonra-er 07 Pm Dm - oAIL• 191 Irp A_. sa-nua,'/ft a 13) 0.0 1W 17;7 161,, 1.-0-4,1 p6M e6 111: 012 IOSIL• MAm ra • TOTAL 6000 V 1,- 69 p 61: Om Kar A. 6A I K.E. RESOLUTION WHEREAS, the City of Yorkville located in the county of Kendall, state of Illinois, wishes to remove and replace a street light controller along IL 47 which by law comes under the jurisdiction and control of the Department of Transportation of the state of Illinois, and WHEREAS, a permit from said Department is required before said work can be legally undertaken by said City of Yorkville; now THEREFORE, be it resolved by the City of Yorkville, county of Kendall, state of Illinois. FIRST: That we do hereby request from the Department of Transportation, state of Illinois, a permit authorizing the City of Yorkville to proceed with the work herein described and as shown on enclosed detailed plans. SECOND: Upon completion of the proposed controller removal by the contractor and acceptance by the City, the City guarantees that all work has been performed in accordance with the conditions of the permit to be granted by the Department of Transportation of the state of Illinois. Further, the City will hold the state of Illinois harmless for any damages that may occur to persons or property during such work. The City will require the contractor to obtain a bond and a comprehensive general liability insurance policy in acceptable amounts and will require the developer to add the State of Illinois as an additional insured on both policies. THIRD: That we hereby state that the proposed work+, is not, (delete one) to be performed by the employees of the City of Yorkville. FOURTH: That the proper officers of the City of Yorkville are hereby instructed and authorized to sign said permit in behalf of the City of Yorkville. , hereby certify the above to be a (City or Village Clerk) true copy of the resolution passed by the City Council, county of Kendall, State of Illinois. Dated this day of A.D. 20 (Signature) (CORPORATE SEAL) RESOLUTION United City of Yorkville J .r County Seat of Kendall County 800 Game Farm Road EST.11% '1636 Yorkville, Illinois, 60560 Telep hone: 630-553-4350 0 i' , `� Fax 630-553-7575 �� Website: www.yorkville.il.us CCE ‘‘' December 6, 2004 Liz D'Anna, Deputy Clerk Joe Wywrot, City Engineer United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 VIA FAX: 553-7575 Re: Easement on 514 W. Washington St. Dear Liz &Joe: Please be advised that I have reviewed the Plat of Vacation for 514 W. Washington Street. Additionally,please be advised that the structure located on the property was constructed on a City Utility Easement. Pursuant to the recommendation by the City Engineer, the property owner has prepared a Vacation of Easement for the area in which the structure is located. I would recommend the appropriate City officials execute the Plat of Vacation and forward an executed copy to Christopher Hollingsworth, the property owner's attorney, and retain a copy for the City's records. Should you have any questions or wish to further discuss this matter, please feel free to contact me. Very • 1 yours, Daniel J. Kramer Attorney at Law DJKllgc �'��`o o United City of Yorkville Memo 800 Game Farm Road 1836( Yorkville Illinois 60560 Telephone: 630-553-8545 9 �. py Fax: 630-553-3436 Date: December 7, 2004 To: Liz D'Anna, Deputy City Clerk From: Joe Wywrot, City Engineer CC: Tony Graff, City Administrator Dan Kramer, City Attorney Subject: 514 W. Washington—Plat of Vacation Per your request I have reviewed the proposed plat of vacation for the referenced property. The description of the area to be vacated looks OK, but the plat should be revised to describe what is being vacated. There may be other entities(i.e. Corn Ed, NiCor, etc.)that may also have to sign the plat. The City Council certificate refers to an ordinance, therefore we would have to generate that document rather than just passing a motion. If you have any questions regarding this matter, please call me. TOS •c�\ 43 0 ,/' c9B 74'22.2Be- ^� � P.O.B. ////' YO3I• 39.25. / 145.16' P.O.C. S.W. CORNER OF LOT 3 THAT PART OF LOT 3 OF RESUBDIVISION OF LOTS 11 AND 12 OF UNIT TWO, FRED ATI F.r^ SUBDIVISION DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID LOT 3: THENCE EAST ALONG THE SOUTH LINE OF SAID LOT, 39.25 FEET; THENCE NORTHEASTERLY AT AN ANGLE OF 140.3127" MEASURED CLOCKWISE FROM THE LAST DESCRIBED COURSE 69.88 FEET TO THE POINT OF BEGINNING: THENCE NORTHWESTERLY AT AN ANGLE OF 74'22'28" MEASURED COUNTER CLOCKWISE FROM THE LAST DESCRIBED COURSE 6.06 FEET: THENCE NORTHEASTERLY AT A RIGHT ANGLE, 29.65 FEET; THENCE SOUTHEASTERLY AT A RIGHT ANGLE 17.09 FEET: THENCE SOUTHWESTERLY 30.79 FEET TO THE POINT OF BEGINNING, IN THE CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. STATE OF ILLINOIS) SS COUNTY OF KANE ) THIS IS TO CERTIFY THAT I, MICHEL C. ENSALACO, ILLINOIS PROFESSIONAL LAND SURVEYOR, HAVE SURVEYED THE ABOVE DESCRIBED PROPERTY, AND THAT THIS PLAT WAS PREPARED FOR THE PURPOSE OF VACATING AN EASEMENT AND THAT THIS PLAT OF VACATION ACCURATELY DEPICTS SAID PROPERTY. �uu nuu r_nrsu TRITIZR MY HAND 4.0.%(SC„FII(YdT§/,BTH DAY OF NOVEMBER. A.D., 2004. i k .14( : ) WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630) 897-4651 • FAX (630)897-5696 AURORA, ILLINOIS 60506 December 13, 2004 Mr. Tony Graff City Administrator City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Engineering Agreement West Branch Rob Roy Creek Interceptor Dear Tony: Please find attached three (3) copies of the Engineering Agreement for design services of the above referenced project. We have stated in the Engineering Agreement a cost of$186,750 for design services, which is based on 7.5%of the total probable construction cost of 2.49 million. The design phase will consist of preparing two (2) sets of contract documents for the 10,700 foot interceptor. We have also included a timeline which delineates the design and construction work in order to have the interceptor in operation, 15 months after authorization to proceed. This time schedule will be dependent upon approval by the IEPA of the proposed expansion of YBSD Facility Planning Area. Our fee includes all outside services to perform wetland delineation,archaeological surveys and geotechnical work, preparation of plats of easements and acquisition of title commitments. This Engineering Agreement mirrors the legal language approved by the City for previous Rob Roy Creek Interceptor. We thank you for opportunity of being of service, and should you have any questions or need clarification, please do not hesitate to call me. Very truly yours, WALTER . DEUCHLER ASSOCIATES, INC. Philipp F.1Vioreau, P.E. PFM/mw Encl. • Water Works and Sewerage • Buildings and Structures • Design and Construction • Ctraatc anrd Ctravt I iohtino • Invactioatinnc and RPnnrtc • Proiect Financine ENGINEERING AGREEMENT FOR DESIGN SERVICES OF THE WEST BRANCH ROB ROY CREEK INTERCEPTOR UNITED CITY OF YORKVILLE 2005 This Agreement is made and entered into this day of , 2004, by and between Walter E. Deuchler Associates, Inc. whose address is 230 S. Woodlawn Avenue,Aurora, IL 60506, hereinafter called the "Engineer", and the United City of Yorkville, Kendall County, Illinois, hereinafter called the "Owner", and covers certain professional engineering services in connection with the improvement. Witnesseth that, in consideration of these premises and of the mutual covenants herein set forth, Now,therefore,the Owner and Engineer,in consideration of their mutual covenants,herein agree in respect to the performance of professional engineering services by the Engineer, and the payment for those services by the Owner, as set forth below. SECTION 1 - PROJECT DESCRIPTION 1.1 The City of Yorkville (Owner) intends to extend the Rob Roy Creek Interceptor from its point of terminus located 700 feet north of Corneils Road,west, a distance of approximately 10,700 feet, as shown on Exhibit 1. 1.2 The extension to the west to be called the West Branch Rob Roy Creek Interceptor,is herein referred to as the Project. SECTION 2 - THE ENGINEER AGREES 2.1 To perform professional engineering services in connection with the Project, as hereinafter stated. 2.2 To serve as the Owner's professional engineering representative in those phases of the Project to which this Agreement applies, and to give consultation and advice to the Owner during the performance of services. 2.3 To sublet geotechnical, wetland delineation and archaeological survey work. 2.4 To provide Design Services for the Project described in Section 1.0, as delineated on the attached Exhibit 1, in accordance with the time schedule attached herein as Exhibit 2, and G:\CONTR\WEST-BRANCH-ROB-ROY.wpd -2- as summarized in the following: 2.4.1 Perform topographic surveys. 2.4.2 Delineate jurisdictional wetlands. 2.4.3 Order title commitments. 2.4.4 Prepare Plans and Specifications of the proposed interceptor,based on the alignment shown on Exhibit 1 (approximately 10,700 feet). 2.4.5 Locate markers and monumentation of parcels and ROWs and prepare plats of easement, as needed upon easement negotiations by the Owner. 2.4.6 Assist the Owner in obtaining appropriate permits from the Corps of Engineers, IDNR, and the State of Illinois EPA. SECTION 3 -THE OWNER AGREES 3.1 To furnish available data such as utility maps, special design criteria, available plans of existing subdivisions,title searches for determination of existing right-of-way and property encumbrances. The Owner will negotiate easements with the property owners affected by the Project. 3.2 To designate in writing a person to act as Owner's representative with respect to the services to be performed or furnished by Engineer under this Agreement. Such person will have complete authority to transmit instructions, receive information, interpret Owner's policies and decisions with respect to Engineer's services for the Project. 3.3 To pay the Engineer, for those services described in Section 2 a lump sum amount of $186,750.00 based on the Engineer's estimate of the proportion of the total services actually completed at the time of billing. 3.4 That those services beyond the scope of Section 1 and not included in Section 2, such as,but not limited to, assisting the Owner in negotiating easements and acquiring property, changing alignment of the interceptor due to failure in acquiring easements and others,will be considered additional work. Compensation for additional work will be paid in accordance with the attached 2004 Fee Schedule for the 2004 calendar year or the current schedule in effect after calendar year 2004. G:\CONTR\WEST-BRANCH-ROB-ROY.wpd -3- 3.5 That payments due the Engineer for services rendered will be made in monthly payments based upon actual work completed. 3.6 To pay Engineer within thirty (30) days after the invoice date, after which, payment will increase at an interest rate of 1.5% per month. 3.7 That Engineer has the right to suspend or terminate service if undisputed charges are not paid within forty-five(45) days of receipt of Engineer's invoice, and Owner agrees to waive any claim against Engineer arising, and to indemnify, defend, and hold Engineer harmless from and against any claims arising, other than from Engineer's negligence or wrongful conduct, from Engineer's suspension or termination due to Owner's failure to provide timely payment. Owner recognizes that any charges not paid within thirty(30) days are subject to a late payment charge equivalent to 1.5% of the balance due for each additional month or fraction thereof that undisputed charges remain unpaid. 3.8 In the event of termination by Owner under Section 4.2 for convenience or by Engineer for cause, Engineer, in addition to invoicing for those items identified in Sections 3.3 and 3.4 shall be entitled to invoice Owner and shall be paid a reasonable amount for services and expenses(not to exceed a total of$1000.00),directly attributable to termination,both before and after the effective date of termination, such as reassignment of personnel, costs of terminating contracts with Engineer's Consultants, and other related close-out costs, using methods and rates for Additional Services as set forth in Section 3.4, but in addition to amounts paid thereunder. In addition a 10% charge of the unbilled amount as set forth in Section 3.3 shall be paid by the Owner to the Engineer. 3.9 To pay the Engineer an additional 8% for sublet services and outside vendor expenses. 3.10 In the event that Owner shall bring any suit, cause of action or counterclaim against Engineer, to the extent that Engineer shall prevail, Owner or the party otherwise initiating such action shall pay to Engineer the cost and expenses incurred to answer and/or defend such action, including reasonable attorneys fees and court costs. In no event shall Engineer indemnify any other party for the consequences of that party's negligence, including negligent failure to follow Engineer's recommendations. 3.11 Engineer's employees shall not be retained as expert witnesses except by separate written agreement. Owner agrees to pay Engineer pursuant to Engineer's current fee schedule for any Engineer employee(s) subpoenaed by any party as an occurrence witness as a result of Engineer's services. 3.12 The Engineer will not be responsible for job or site safety of the Project other than arising from validly implemented affirmative recommendations therefor. Job and site safety will be the sole responsibility of the contractor/contractors of the Project unless contracted to G:\CONTR\WEST-BRANCH-ROB-ROY.wpd -4- others. 3.13 The Owner shall require in any agreement it makes with a Contractor for the Project that the Contractor shall obtain Commercial General Liability Insurance with contractual liability and shall name the Engineer,its employees and consultants,as additional insured,with said coverage to be primary and non-contributory. In addition, the Owner agrees to name the Engineer, its employees and consultants, as an additional insured on any policy of Owner covering the Project,with said coverage to be primary and non-contributory. When Owner requests services of the Engineer in any capacity other than as a design professional, then, to the fullest extent permitted by law,the Owner shall defend, indemnify, and hold harmless the Engineer,its employees and consultants,from and against claims,damages,losses,costs, including but not limited to reasonable attorneys fees and costs, ("Losses") arising out of or resulting from the Engineers performance of services other than as a design professional (including any services that could be construed as those of a construction manager)provided that such Losses are attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property to the extent caused, in whole or in part, by the contractor, subcontractor, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable. This provision shall survive the termination or completion of this Agreement. 3.14 Neither the professional activities of the Engineer, nor the presence of the Engineer or his or her employees and subconsultants at a construction site, shall relieve the General Contractor and any other entity of their obligations,duties and responsibilities including,but not limited to, construction means,methods, sequence,techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Engineer and his or her personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The Owner agrees that the General Contractor is solely responsible for j ob site safety,and warrants that this intent shall be made evident in the Owner's agreement with the General Contractor. The Owner also agrees that the Owner, the Engineer and the Engineer's consultants shall be indemnified and shall be made additional insureds under the General Contractor's general liability insurance policy. In addition, and notwithstanding any other provisions of this Agreement,the Owner agrees, to the fullest extent permitted by law,to indemnify and hold harmless the Engineer, his or her officers, directors, employees, agents and subconsultants from and against all damage, liability or cost, including reasonable attorneys' fees and defense costs, arising out of or in any way connected with the Project or the performance by any of the parties above named of the services under this Agreement, excepting only those damages, liabilities or costs attributable to the sole negligence or willful misconduct of the Engineer. G:\CONTR\WEST-BRANCH-ROB-ROY.wpd -5- 3.15 The Owner agrees to limit Engineer's liability specifically and exclusively to the Owner on the Project arising from Engineer's professional acts, errors, or omissions or breach of contract or other cause of action, such that the total aggregate liability of Engineer to all those named shall not exceed $100,000.00 or the total cumulative fees for the services rendered for this Project, whichever is greater; and Owner hereby releases Engineer from any liability above such amount. 3.16 If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. 3.17 That any difference between the Engineer and Owner concerning the interpretation of the provisions of this Agreement shall be referred to a committee of disinterested parties consisting of one member appointed by the Engineer, one member appointed by the Owner and a third member appointed by the two other members for disposition and that the committee shall attempt to resolve the difference by formal non-binding mediation conducted in accordance with rules and procedure to be agreed upon by the parties. SECTION 4 - IT IS MUTUALLY AGREED 4.1 During the progress of work under this Agreement,the Engineer shall continuously monitor its costs and anticipated future costs, and if such monitoring indicates possible costs in excess of the amounts stated in Section 3 above, the Engineer shall immediately notify the Owner of such anticipated increase and the compensation for engineering services shall be adjusted, if any, by amendment to this Agreement. 4.2 This Agreement may be terminated by the Owner upon giving notice in writing to the Engineer at his last known post office address. Upon such termination, the Engineer shall cause to be delivered to the Owner all drawings, specifications, partial and completed estimates and data,with the understanding that all such material becomes the property of the Owner. The Engineer shall be paid for any services completed and any services partially completed in accordance with Section 3. 4.3 That the Engineer warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Engineer, to solicit or secure this Agreement, and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Engineer, any fee, commission, percentage, brokerage fee,gifts,or any other consideration,contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty the Owner shall have the right to void this Agreement without liability whatsoever. 4.4 That the Owner acknowledges that the Engineer is a corporation and agrees that any claim made by the owner arising out of any act or omission of any director, officer or employee G:\CONTR\WEST-BRANCH-ROB-ROY.wpd -6- of the Engineer, in the execution or performance of this Agreement shall be made against the Engineer and not against such director, officer or employee. 4.5 That the Owner and the Engineer each binds himself and his partners,successors,executors, administrators and assigns to the other party of this Agreement and to the partners, successors, executors, administrators and assigns of such other party in respect to all covenants of this Agreement; except as above, neither the Owner nor the Engineer shall assign, sublet or transfer his interest in this Agreement without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any office or agent of any public body which may be a party hereto, nor shall it be construed as giving any right or benefits hereunder to anyone other than the Client and the Engineer. 4.6 All Reports, Drawings, Specifications, other documents, and magnetic media prepared or furnished by the Engineer pursuant to this Agreement are instruments of service in respect to the Project, and the Engineer shall retain ownership of said documents and magnetic media including the right of reuse by and at the discretion of the Engineer whether or not the Project is completed. The Owner may retain copies, including reproducible copies, of the Engineer's documents and magnetic media for information and reference in connection with the use and occupancy of the Project by the Owner and others;however,the Engineer's documents and magnetic media are not intended or represented to be suitable for reuse by the Owner or others on additions or extensions of the project, or on any other Project. Any such reuse without written permission and verification or adaption by the Engineer for the specific purpose intended will be at the Owner's sole risk and without liability or legal exposure to the Engineer. The Owner shall indemnify and hold harmless the Engineer from all claims,damages,losses and expenses including attorneys' fees arising out of or resulting therefrom. Any furnishing of additional copies and verification or adaptation of the Engineer's comments and magnetic media will entitle the Engineer to claim and receive additional compensation from the Owner. 4.7 The Engineer's agent shall perform the function of Agent or Representative of the Owner, during the performance of the PROJECT. The Engineer may be required to enter private properties and private premises to perform the work identified in the PROJECT. The Owner agrees to indemnify, defend and hold harmless the Engineer from any claim, suit, liability, damage,injury,cost or expense,including attorney fees,arising out of Engineer's entry into private properties and private premises, unless resulting from Engineer's negligence or wrongful conduct under Section 3.7 or as provided by law. 4.8 Engineer has no control over the cost of labor, materials, equipment or services furnished by others, or over the Contractor(s)' methods of determining prices, or over competitive bidding or market conditions. Engineer's opinion of probable total project costs and construction cost provided for the PROJECT are to be made on the basis of Engineer's experience and qualifications and represent Engineer's best judgement as an experienced G:\CON TR\W ES T-BRANCH-ROB-RO Y.wpd -7- and qualified professional Engineer familiar with the construction industry; but Engineer cannot and does not guarantee that proposals, bids or actual total project or construction costs will not vary from opinions of probable cost prepared by Engineer. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed in triplicate counterparts, each of which shall be considered as an original by their duly authorized officers, this day of , 2004. Executed by the Owner: United City of Yorkville State of Illinois ATTEST: By By Title: City Clerk Title: Mayor Executed by the Engineer: Walter E. Deuchler Associates, Inc. 230 S. Woodlawn Avenue Aurora, IL 60506 Lir By Title: President G:\C ON TR\WEST-BRANCH-ROB-ROY.wp d ; i • i 1 _....... 0 I I' 1 [---------= ----4 - i • NOR THI BRANCH ROB RO . , CREEK'INTERCEPTOR 6 ' I I 1 , I 1 ,,.._ • / EAST BR' CH ROB ROY • - • ..! (REEK NiERCEPTOR 3z ' I • GA/...r-A, , 'l RD. 1----i (9 - _I 1 .._.......______ _...._.___ 'I' /-I / 11 77 u f ' - .„., .•• . i.D Ce_4'.1 ' I I • i.- AuDI / i hhh. • 02—....... 0 i 1; .• - --- 1."1/ i i I Z 0 •• i ,... , 6 -----'"---.11 i s '-O. .,.... L-- -CV , I 1 i 1 I / , I CAke.A/ I ' --- 1 WEST BRANCH ROB ROY —1 I i A r 1 CREEK INTERCEPTOR $2 49 MILLION ------ T -7-----7 , i,,,., i . Ot '''' -',- ..... _..41......._...._... ,,, _..... ___-..-1.1 Z • 1 I i 1 I • ' i I , :i .,,- V 1 ; ' ',..„. 1 . Z '0 3 ..,....`,...,----; I I r=<C ' • I• • 3 1 1 j p; ; • :. : ,..m., ,. ,, 9 30" C D_R NE I L SI Mt Al:) ,-;•77. _H 1 -7-'• 1 CORNEILS RD.F i " 1 ' 8 ------- '''.----;;;------it , . . 1(`'\IV-7- ' • RoB ROY cREEK 1 • 71 ......,-.- . ! 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'-':---• 7- ,':::,•;-..„i:ON.‘...•'\•:,,.:•;, • .•• 1 ti -- -i•-.L.J:. -*. '1^::---t.•'1 . - ----,- ,tr.. :.‘ ,.. -.1 .7.,. •,. ..., 6\-- '',i2:84-1"tailMil;.:-iti-imi i': = ''''•-; ';••--- ''..” '' -- , - .L/. -:r-'', s'.3,;f .,-,- --•,,ii.--- ' ,":".•,;:zs ", , ' --„, I ; : - • - wo ,.... •J.4 21•,I--' r ii -,.,',.., --... . ;,i P,'.-f.1"E••0,4,, .--"" - 1-1 4.::".... -• ti"V r r T M rr i I ,„.,,, , 1 0 "' ',. . . c.0% '''_.°..i/.11111111.111h.... .......2,..._ Ai.00"-ilahl, ,,,' ' '':,Ilig,;x1;.:'1.'t 12- •,,1 ,.„.40 ZAriinOi .1. .1 14 WALTER E. DEUCHLER 7N1 ASSOCIATES, INC. SHEET t.....;,-..-: - © eii. . • S72,,,,tin,e,ezr6, - ,Alu/rtevra,, or 1 i\04050-0D\ROE1-ROY YORKVILLE-BRISTOL SANITARY DISTRICT GNED PFM APPROVED PFM BOOK XXX JOB NUMBER WEST BRANCH WN JES DATE 6/9/04 I SCALE 1"=3000' 788/04050-00 ROB ROY CREEK INTERCEPTOR WEST BRANCH ROB ROY CREEK INTERCEPTOR FROM 100' N. OF CORNEILS ROAD TO WEST OF BEECHER ROAD JANUARY, 2005 Key Deadlines Description of Work 25 days — Fix route of interceptor — Map properties affected by interceptor & list names and address of property owners affecting by Interceptor. 30 days — Order Title Commitment of properties affected by interceptor. City to begin discussing easement acquisition with said property owners (this task shall be on- going until all easements are acquired). — Obtain digital topo from previous aerial work paid by Engineer 80 days — Prepare preliminary engineering plans (2 Contract Documents) — Send preliminary plans to COE & IDNR for permits across wetlands and creeks. — Begin preparing plats of easements through known developments; i.e. 80 days — Complete final plans; prepare specs. and cost estimate for each Contract. — Continue preparing plats of easement for properties not being developed at this time. — Perform geotechnical work. 90 days — Submit Plans (2 contracts) to IEPA for Permits. — Finalize any easements work. — Advertise for bids; recommend low bidders; awards and notice to proceed. 120 days — Construct the project in two (2) phases. — Substantial completion to operate the interceptor. 60 days — Final restoration of the project. Total 485 days NOTE: The time laps shown above are approximate and may change due to reasons not controlled by the Engineer, such as easement acquisition by the City, approval of the FPA expansion by the IEPA and others. EXHIBIT 2 WALTER E. DEUCHLER ASSOC:: INC. 2004 FEE SCHEDULE CLASSIFICATION RANGE OF BILLING RATE CLERICAL 40.00-60.00 JR. TECHNICIAN 34.00-45.00 TECHNICIAN/DRAFTSPERSON 55.00-75.00 CONSTRUCTION OBSERVER 55.00-75.00 SURVEY CREW (2 Members) 95.00-128.00 ENGINEER 64.00-80.00 PROJECT ENGINEER. 80.00-100.00 PROJECT MANAGER LAND SURVEYOR PRINCIPAL .100.00-130.00 01/02/2004 0 PAGE 1 s . / 1 I I/ ,1 �. 2`4o car o United City of Yorkville Memo J ^- -- 'n 800 Game Farm Road est 1a36 Yorkville, Illinois 60560 `�=' 0Telephone: 630-553-8545 09 o Fax: 630-553-3436 Date: December 14, 2004 To: Tony Graff, City Administrator 1 From: Joe Wywrot, City Engineer _ CC: Liz D'Anna, Deputy City Clerk Subject: Well No. 7 Well House& Treatment Facility—Change Order No. 5 Attached find one copy of proposed Change Order No. 5 for the referenced project. This change order, in the amount of$29,096.00 decrease and 60-day time extension, are for 8 individual changes. Please refer to the change order for a description and justification for each item. Four of these items are related to coordination issues with the Raintree Village development. There are three items that will need to be completed next spring: • Completion of the bituminous pavement to the treatment building and water tower. • Removal of the gravel access road once the permanent access is constructed by the developer. • Restoration of the area south of the driveway. Of these items, we may be able to negotiate with the developer and pay them to remove the access road when they perform the earthwork for the future unit of Raintree Village where that road is located. Regarding the onsite driveway, I recommend that we hire Aurora Blacktop to perform that work when they are paving the permanent roadway that leads to the driveway. Regarding the landscape restoration, I have spoken with the developer and they are willing to work with us on restoring the area south of the driveway. One suggestion was that they would bring in black dirt and perform rough grading, and the city would complete the grading and seed the area. I recommend that this -• ge order se a.. - ed. Please place this item on the Public Works Committee ._enda of December 27, 2014 for consideration. 2/2s f 1974 - 2004 52 Wheeler Road • Sugar Grove, IL 60554 ksfie TEL: 630 / 466-9350 FAX: 630 / 466-9380 Engineerings www.eeiweb.com Enterprise s, Irmb. i 30 YEARS OF EXCELLENCE December 9, 2004 Mr. Joe Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Contract C.7 -Water Well No. 7 Well House and Treatment Facility United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: Please find enclosed three copies of Change Order No. 5 for the above referenced project. As discussed, the Change Order allows the deletion of items from the Contract due to delays of the construction of off site utilities and roadway pavement by the developer. The items to be removed from the Contract include the bituminous surface course for the driveway, the removal and restoration of the site access road, the restoration of the area south of the driveway and the connection to the water main. It will be necessary for the City to complete these items in the spring either by contracting the items or negotiating an agreement with the developer to complete this work. The connection to the water main has been completed by the developer already. Also, there was an area of unsuitable soil within the limits of the driveway that was removed and replaced with compacted fill material. There are five trees that were not planted because it was determined that their placement would hinder access to the well head for future maintenance. Since the City decided that barb wire on the fencing would not be required and the specifications called for barb wire, a credit was offered for the removal of the barb wire from the Contract. 60 days is requested to be added to the contract time to allow for the delay of the delivery of the Well No. 7 motor. The Contract Price will be decreased by $29,096.00 as a result of this Change Order. Upon review and City action of the Change Order, please have the appropriate City official sign the Change Order in the location identified and return two sets to my attention. If you have any questions or comments with regard to this matter, please do not hesitate to call me at 630/466-9350. Respectfully submitted, ENGINEERING ENTERPRISES, INC. Timothy P. Farrell, P.E. Project Manager TPF/me Enclosures pc: JWF, ARD — EEI (w/o Encl.) G:\Public\Yorkville\2003\Y00311 Contract C.7 Well No.7 Well House&Treatment Facility\Construction\Doc\Icofyol2-C05.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying CHANGE ORDER Order No.: 5 Date: December 2, 2004 Agreement Date: December 26. 2003 NAME OF PROJECT: Well No. 7 Well House and Treatment Facility OWNER: United City of Yorkville CONTRACTOR: Poulos Construction Company The following changes are hereby made to the CONTRACT DOCUMENTS: 1) Provide over-excavation and furnish and install additional backfill material in a portion of the driveway limits: 40 CY at$52.00ICY(Add: $2,080.00). 2) Provide an additional 60 days to the Contract Completion Date.- 3) Delete 1,290 SY of bituminous pavement (Deduct: $9,856.00). 4) Delete the removal and restoration of the site construction access road from the contract (Deduct: $17,380.00). 5) Delete 3 each 6 foot high Colorado Spruce (3 EA at $285.00/EA) and 2 each 8 foot high Colorado Spruce (2 EA at$300/EA)from the contract(Deduct: $1,455.00). 6) Delete restoration in the area south of the driveway (Deduct: $500.00). 7) Delete fencing barb wire from the contract (Deduct: $1,050.00). 8) Delete the Connection to Existing Water Main from the contract(Deduct: $935.00). Justification: 1) The over-excavation and additional backfill was required to remove an area of unsuitable soil in the driveway limits. 2) The increase of 60 days to the Contract Completion Date is to allow for the Byron Jackson pump and motor delivery delay. 3) The bituminous surface course and part of the binder course near the water tower was eliminated from the contract due to the on going construction of adjacent utilities by the developer and the scheduling issues with bituminous paving in the winter. This work will be contracted and completed by the City in the spring. 4) The construction access road needs to remain due to the construction delays of the off site permanent access road by the developer. 5) It was determined that these trees would hinder access to the well for future well maintenance and were therefore eliminated from the project. 6) The restoration in this area was eliminated from the contractors work scope due to the on going construction of adjacent utilities by the developer in this area. 7) Barb wire is not desired by the Owner. 8) The developer made the water main connection since the adjacent water main was constructed by the developer after the on site water main by the contractor. Change of CONTRACT PRICE: Original CONTRACT PRICE: $ 1,655,000.00 Current CONTRACT PRICE adjusted by previous CHANGE ORDER(S) $ 1,687,580.73 The CONTRACT PRICE due to this CHANGE ORDER be (increased) (decreased) by: $ 29,096.00 The new CONTRACT PRICE including this CHANGE ORDER will be $ 1.658,484,73 CO-05 CHANGE ORDER NO. 5 Page 2 Change to CONTRACT TIME: The CONTRACT TIME will be (increased) (decreased) by 60 calendar days. The date for completion of all work will be February 15, 2004. Approvals Required: To be effective this order must be approved by the agency if it changes the scope or objective of the PROJECT, or as may otherwise be require y the SUPPLEMENTAL GENERAL CONDITIONS. Requested by: Poulos Construction Company Recommended by: Engineering Enterprises, Inc. Accepted by: United City of Yorkville CO-05 POULOS INC CONSTRUCTION COMPANY CHANGE ORDER REQUEST Project: Well No. 7 Well House and Treatment Facility COR#: 18-revised To: Engineering Enterprises, Inc. Date: 11/22/04 Attn: Timothy Farrell, P.E. Poulos Inc. Construction Company is directed to proceed with the following work which represents a change or changes in the work as described by the contract documents: DESCRIPTION: Provided additional excavation 2'-6" below plan depth and backfill in Area 2 as per attachment. The performance of the work described requires a cost adjustment to the contract as follows: Subcontractor Cost OH & P Total Cost Poulos, Inc. $ 2,080.00 0.00% $ 2,080.00 The time estimated to be required for the work to be accomplished upon acceptance: NOTE: Field work will be affected. Yes No Time extension is required to perform work. Yes No These revisions affect certain long lead items. Yes No Project schedule critical path delay [days]: FOR POULOS INC. CONSTRUCTION CO. BY: �i — Poulos Inc Construction Company is hereby authorized and directed to proceed with the work as described above at the cost indicated. The time required for performance of the contract for construction will be extended by _days ACCEPTED BY: DATE: Project Architect ACCEPTED BY: DATE: Owner Representative POULOS CONSTRUCTION COMPANY 735 South Laramie Avenue Chicago, Illinois 60644-5224 Phone: (773) 626-8600 Fax: (773) 626-8646 E-mail:admin@poulosconstruction.com Web:www.poulosconstruction.com A POULOS INC CONSTRUCTION COMPANY CHANGE ORDER REQUEST Project: Well No. 7 Well House and Treatment Facility COR#: 19 To: Engineering Enterprises, Inc. Date: 10/18/04 Attn: Timothy Farrell, P.E. Poulos Inc. Construction Company is directed to proceed with the following work which represents a change or changes in the work as described by the contract documents: DESCRIPTION: Extend the time for completion an additional 60 days to allow for the manufacturing requirements of the single source [Byron Jackson] submersible motor. There is no cost impact for this change. The performance of the work described requires a cost adjustment to the contract as follows: Subcontractor Cost OH & P Total Cost Poulos, Inc. $ - 15.00% $ - The time estimated to be required for the work to be accomplished upon acceptance: NOTE: Field work will be affected. Yes ) No Time extension is required to perform work. Yes J No These revisions affect certain long lead items. Yes t/ No Project schedule critical path delay [days]: FOR POULOS INC. CONSTRUCTION CO. BY: ' Poulos Inc Construction Company is hereby authorized and directed to proceed with the work as described above at the cost indicated. The time required for performance of the contract for construction will be extended by 60 days ACCEPTED BY: DATE: Project Architect ACCEPTED BY: DATE: Owner Representative POULOS CONSTRUCTION COMPANY 735 South Laramie Avenue Chicago, Illinois 60644-5224 Phone: (773) 626-8600 Fax: (773) 626-8646 E-mail:admin@poulosconstruction.com Web:www.poulosconstruction.com A Layne-Western a division of Layne Christensen Company 721 West Illinois Avenue • Aurora,Illinois 60506-2892 • Phone:(630)897-6941 •Fax:(630)897-6976 October 15, 2004 Mr. Tim Curtin Poulos Incorporated 735 South Laramie Chicago, IL 60644-5224 RE: City of Yorkville Well No. 7 Pump Dear Tim: Per the request of Pete Kephart, we wish to submit this letter with information detailing the situation around the delivery of the 400HP Byron Jackson Type H submersible motor for the City of Yorkville Well No. 7 project. For a little history or background on this project, we detail the following: January 20: Contract agreement received in Layne Western office from Poulos January 26: Executed contract sent back to Poulos February 5: Ten (10) copies of the Byron Jackson submersible pump submittal drawings sent to Poulos for Engineer approval February 10: Order faxed to Byron Jackson for new submersible motor, bowl assembly, and cable (we advised the factory to release the motor for production but to hold the bowl assembly design/manufacturing until Engineer approval of drawings is received) February 16 and 17: 24 hour well test performed at Well No. 7 (on another contract) June 28: Approved submittal drawings received from Poulos July 1: Bowl assembly design change faxed to Byron Jackson factory to release everything for manufacturing We have stated in the last few weeks, the "bottle-neck"for this order is the 400HP Byron Jackson submersible motor. It was estimated earlier this year to be shipped to us by the end of November. The factory has been in the middle of an inventory shut down and it has been difficult to get information. However, one of their chief electrical engineers visited our office this week and we have some information to report to you. 4agn# 1914Q4 Mr. Tim Curtin Poulos Incorporated RE: City of Yorkville Well No. 7 Pump October 15, 2004 Page Two While we may have stated that the normal shipment on a new Type H submersible motor is in the range of six (6) to seven (7) months, he said the typical rule of thumb from the Hamburg, Germany plant is nine (9) months. While this has been improved by various means to approximately six (6) months now, the nine (9) months is more appropriate for the Yorkville Well No. 7 order. The electrical engineer, in checking today, has told us that the motor is scheduled to ship from Hamburg, Germany to the Maryland plant on November 11. At that point, it takes thee (3)to four (4) weeks average to get to Maryland and then after a few days for final assembly and checks at Maryland, it can ship to us. Reasonably, this would place the motor in Aurora early to mid December. With the same shipment would be the new bowl assembly, flat cable assembly, and jacketed power cable. The 10" T&C line pipe has been sandblasted and epoxy coated in our yard. In fact, we will be sending an Invoice to you for this work since it is a separate line item and it is complete. Thus, as we have stated before, the motor shipment has been the problem. But if you take in account the fact that we released the motor for manufacturing in February, without EEI approval, we would be even further off than had we waited for approval which didn't happen until the end of June. We will keep in close contact with the factory, in hopes of improving delivery. Of course, there is always a chance that the delivery time will worsen, but we will think positive! If you have any further questions, please give us a call. Thank you. Yours Very Truly, Layne-Western a division of Layne Christensen Company Thomas P. Healy, P.E. Assistant District Manager TPH/kar CD101404 - POULOS INC CONSTRUCTION COMPANY CHANGE ORDER REQUEST Project: Well No. 7 Well House and Treatment Facility COR#: 21 To: Engineering Enterprises, Inc. Date: 11/23/04 Attn: Timothy Farrell, P.E. Poulos Inc. Construction Company is directed to proceed with the following work which represents a change or changes in the work as described by the contract documents: DESCRIPTION: Provide credit for bituminous surface course paving, removal of access road & associated restoration, site fencing, access gate, 3- 6' and 2- 8' Picea Pungens, asphalt binder course south of the tower, and seeding south of the roadway, per the attached. The performance of the work described requires a cost adjustment to the contract as follows: Subcontractor Cost OH & P Total Cost Aurora Blacktop $ (9,856.00) 0.00% $ (9,856.00) C. Kinell $ (500.00) 0.00% $ (500.00) Poulos, Inc. $ (17,380.00) 0.00% $ (17,380.00) S & S Fence, Inc. $ (1,050.00) 0.00% $ (1,050.00) C. Kinell $ (1,455.00) 0.00% $ (1,455.00) Total $ (30,241.00) The time estimated to be required for the work to be accomplished upon acceptance: NOTE: Field work will be affected. Yes No Time extension is required to perform work. Yes No These revisions affect certain long lead items. Yes No Project schedule critical path delay [days]: FOR POULOS INC. CONSTRUCTION CO. BY: Poulos Inc Construction Company is hereby authorized and directed to proceed with the work as described above at the cost indicated. The time required for performance of the contract for construction will be extended by days ACCEPTED BY: DATE: Project Architect ACCEPTED BY: DATE: Owner Representative POULOS CONSTRUCTION COMPANY 735 South Laramie Avenue Chicago, Illinois 60644-5224 Phone: (773) 626-8600 Fax: (773) 626-8646 E-mail:admin@poulosconstruction.com Web:www.pouloscor}struction.com • REVIEW OF CHANGE ORDER REQUEST NO. 21 TO CONTRACT C.7 WELL NO. 7 WELL HOUSE AND TREATMENT FACILITY UNITED CITY OF YORKVILLE, ILLINOIS bili " rVULUb I ADDED/ ADDED/ ADDED/ ITEM BID UNIT DEDUCTED DEDUCTS DEDUCTED NO. ITEMS UNITS PRICE QUANTITY VALUE VALUE DIVISION "C"-SITE WORK _ — C-27 BITUMINOUS CONCRETE SURFACE COURSE FOR ENTIRE ACCESS ROAD SQ. YD. $15.00 -1,290419,350.00 $9,856.00 AND BINDER AND SURFACE COURSE AT TOWER C-31 REMOVAL OF ACCESS ROAD AND RESTORATION OF AFFECTED AREA LUMP SUM $17,380.00 -1 -$17,380.00 412,380.00 C-40 PICEA PUNGENS 6 FT. HGT. EACH $285.00 -3 -$855.00 -$855.00 C-41 PICEA PUNGENS 8 FT. HGT. EACH $300.00 -2 -$600.00 4600.00 — SEEDING SOUTH OF ACCESS ROADLUMP SUM 1.00 -'300.00 (TOTAL Z.PuWIcIYakvi)M20034Y00011 Cone-ad C.7 Wel No.7 Wei Hauge 8 Trea(rnent FeolE0ConetrocOomtngnienisoape HYehQearteeuUe]Sh en • • S & S Ind. & Mf2., Estimate 3311 Liverpool Rd. W`— • Lake Station,IN 46405 DATE ESTIMATE NO. Office: 219-963-0213 10128/2004 KT Fax: 219-963-1500 • NAME/ADDRESS Poulos Inc. . 73$ S,Laramie Avenue Chicago,IL 60644 Attn: Tim.Curtin Re: Yorkville Wellbouse#7/C,O. DESCRIPTION TOTAL. Change Order#1 • Credit: Omit Barb Wire - 450,00 r New Price For Sliding Gate Instead Of Swing Gate 3,54%.00 "Your Link to Quality Fencing" TOTAL $2,510,00 This estimate is good for 30 days. Fence&property line marling is responsibility of owner/general contractor. **MBE Contractor** POULOS INC CONSTRUCTION COMPANY CHANGE ORDER REQUEST Project: Well No. 7 Well House and Treatment Facility COR#: 20 To: Engineering Enterprises, Inc. Date: 11/15/04 Attn: Timothy Farrell, P.E. Poulos Inc. Construction Company is directed to proceed with the following work which represents a change or changes in the work as described by the contract documents: DESCRIPTION: Provide credit in lieu of connection to existing water main. The performance of the work described requires a cost adjus(uient to the contract as follows: Subcontractor Cost OH & P Total Cost C. Kinnell $ (935.00) 0.00% $ (935.00) The time estimated to be required for the work to be accomplished upon acceptance: NOTE: Field work will be affected. Yes _ No Time extension is required to perform work. Yes No These revisions affect certain long lead items. Yes No Project schedule critical path delay [days]: FOR POULOS INC. CONSTRUCTION CO. BY: Poulos Inc Construction Company is hereby authorized and directed to proceed with the work as described above at the cost indicated. The time required for performance of the contract for construction will be extended by_days ACCEPTED BY: DATE: Project Architect ACCEPTED BY: DATE: Owner Representative POULOS CONSTRUCTION COMPANY 735 South Laramie Avenue Chicago, Illinois 60644-5224 Phone: (773) 626-8600 Fax: (773) 626-8646 E-mail:admin@poulosconstruction.com Web:www.poulosconstruction.com A / ,sp c�T o United City of Yorkville Memo 800 Game Farm Road EST.itO I 1836 Yorkville, Illinois 60560 4Telephone: 630-553-8545 Fax 630-553-3436 09 �oady $Q Date: December 17, 2004 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer CC: Liz D'Anna, Deputy City Clerk Subject: Fox Highlands Subdivision—Bond Reduction #2 Attached find a letter from Leonard Dreas &Associates requesting a bond reduction for onsite work in the Fox Highlands subdivision. While the letter states this is Reduction Request No. 3, this is actually just the second reduction (the first one being for offsite sanitary sewers). I concur with the percentage of work complete, but the method of calculating the reduction differs from Dreas. I recommend a reduction in the amount of$860,251.97. The bond amount to remain would be $429,770.65. Please place this item on the Public Works Committee agenda of December 27, 2004 for consideration. 17-Dec-04 Letter of Credit/Bond Reduction Subdivision: Fox Highlands- Unit 1(onsite work only) Reduction No. 2 LOC/Bond Approved • Original Substantially complete Amount to remain Item Eng. Est. Bond Amount prior to Red. No.2 Redution No. 2 Amt after Red. No. 2 Demolition & Debris Removal $53,500.00 $30,386.58 $53,500.00 $22,361.58 $8,025.00 Erosion Control $99,490.00 $56,507.67 $75,000.00 $18,318.67 $38,189.00 Earthwork $568,420.00 $322,847.43 $568,420.00 $237,584.43 $85,263.00 Onsite Sanitary $304,171.00 $172,761.03 $304,171.00 $127,135.38 $45,625.65 Offsite Watermain $112,920.00 $64,135.55 $112,920.00 $47,197.55 $16,938.00 Onsite Watermain $263,163.00 $149,469.58 $263,163.00 $109,995.13 $39,474.45 Storm Sewer $228,108.00 $129,559.27 $228,108.00 $95,343.07 $34,216.20 Roadway $584,041.00 $331,719.75 $514,762.89 $178,299.39 $153,420.35 Miscellaneous $57,460.00 $32,635.75 $57.460.00 $24,016.75 $8,619.00 Totals $2,271,273.00 $1,290,022.62 $2,177,504.89 $860,251.97 $429,770.65 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. 2) Original bond was only for a part of Unit 1. Category bond amounts are pro-rated based on the overall project cost versus the actual bond amount provided. See Summit Homes letter dated 8/1/ with LDA cost estimate dated 4/23/03 in amount of$1,290,022.62. 3) Reduction No. 1 was for offsite sanitary sewer work. Reduction No.2 is for all onsite work. Required bond: $2,498,400.30 Actual bond: $1,290,022.62 • t3 LL( Leonard Dreas & Associates LAND SURVEYORS & CIVIL ENGINEERS - e +rk> r-tom e 838 South Edgelawn Drive, Suite 1725 Aurora, Illinois 60506 Phone (630) 397-4105 Fax (530) 697-4121 e-mail: LDA38@AOL.com October 22, 2004 Mr. Joe Wywrot, PE Yorkville City Engineer 800 Game Falu1 Road Yorkville, IL 60560 RE: Fox Highlands Subdivision, Unit 1 Yorkville, IL Dear Joe: Enclosed please find the record drawings for this project, dated October 22, 2004. This project is complete, except for the sanitary sewer along the Commonwealth ROW south of Hazeltine Way, which was not installed at the City's request. We understand that others will complete this segment of the sanitary sewer: We request that the City of Yorkville inspect these improvements and provide the initial acceptance to start the one-year final acceptance period. We understand that portions of this project were previously inspected and con-ective action has been performed. Also attached is the request for the letter of credit reduction. Remaining work includes the installation of the surface course of the road pavement and the sidewalk and street trees for those single-family lots that are not-yet built on. Some curb work remains to be done near the sales trailer. Final restoration, remaining curb work and the road pavement surface course will be completed in the springtime. Please contact us if you have any questions. Sincerely, LEONARD DREAS & ASSOCIATES Richard A. Scheffrahn, P C. Mr. Rik Alex, Lermar Homes Engineer's Opinion of Probable Costs Letter of Credit Fox Highlands Subdivision, Unit 1, Yorkville, IL Reduction Request,3'9- Issue Date:August 12,1999 Issue Date: October 22,2004 Contractor's Proposal ,. Precent Cost to No. Description of Item Quantity Unit Unit Cost Cost Unit Cost Cost Complete Complete DEMOLITION &DEBRIS REMOVAL 1 Remove existing buildings and structures 3 Each $ 8,500.00 $ 25,500.00 $ 8,500.00 $ 25,500.00 100% $ - 2 Remove tree(>6"),complete 90 Each $ 250.00 $ 22,500.00 $ 250.00 $ 22,500.00 " 100% $ - 3 Remove existing 6'x 5'box culvert with wing walls 1 Lump $ 2,000.00 $ 2,000.00 $ 2,000.00 $ 2,000.00 " 100% $ - 4 Decommission existing sanitary lift station(Wildwood) 1 Lump $ 3,500.00 $ 3,500.00 $ 3,500.00 $ 3,500.00 " 100% $ - TOTAL $ 53,500.00 TOTAL $ 53,500.00 1.00% $ - EROSION CONTROL 1 Stabilized construction entrance 1 Each $ 1,200.00 $ 1,200.00 $ 1,200.00 $ 1,200.00 100% $ - 2 Sill fence barrier(erosion protection) 7,360 Lin Ft $ 3.00 $ 22,080.00 $ 3.00 $ 22,080.00 • 100% $ - 3 Snow fence(tree protection) 5,650 Lin Ft $ 3.50 $ 19,775.00 $ 3.50 $ 19,775.00 " 100% $ - 4 Straw bales 480 Each $ 8.00 , $ 3,840.00 $ 8.00 $ 3,840.00 " 100% $ - 5 Desiltation basin 3 Each $ 500.00 $ 1,500.00 $ 500.00 $ 1,500.00 " 100% $ - 6 Temporary seeding 7.00 Acre $ 2,400.00 $ 16,800.00 $ 2,400.00 $ 16,800.00 " 100% $ - 7 Permanent seeding,Class 1A 7.25 Acre $ 2,900.00 $ 21,025.00 $ 2,900.00 $ 21,025.00 " 100% $ - 8 Wetland"Emergent Planting" 0.17 Acre $ 11,000.00 $ 1,870.00 $ 11,000.00 $ 1,870.00 " 100% $ - 9 Wetland"Wet-Mesic Planting" 0.64 Acre $ 10,000.00 $ 6,400.00 $ 10,000.00 $ 6,400.00 * 100% $ - 10 Maintenance of erosion control 1.00 Lump $ 5,000.00 $ 5,000.00 $ 5,000.00 $ 5,000.00 " 100% $ - TOTAL $ 99,490.00 TOTAL $ 99,490.00 100% $ - EARTHWORK 1 Topsoil removal,stockpile 18,800 cy 47,900 C Y $ 2.30 $ 110,170.00 $ 3.15 $ 150,885.00 " 100% $ - 2 Earth excavation and placement,compacted 94,900 C Y $ 3.00 $ 284,700.00 $ 3.15 $ 298,935.00 " 100% $ - 3 Retention pond excavation(below NWL) 19,500 C Y $ 3.50 $ 68,250.00 $ 3.75 $ 73,125.00 " 100% $ - 4 Earth excavation and haul off site(allowance) 1,000 C Y $ 10.00 $ 10,000.00 $ 10.00 $ 10,000.00 " 100% $ - 5 Extra subgrade undercut and replacement(allowance) 1,000 C Y $ 6.00 $ 6,000.00 $ 6.00 $ 6,000.00 " 100% $ - 6 Fine grade ROW(behind curb) 19,050 S Y $ 1.00 $ 19,050.00 $ 1.05 $ 20,002.50 " 100% $ - 7 Fine grade detention,swale and wetland area 19,400 S Y $ 1.00 $ 19,400.00 $ 1.05 $ 20,370.00 " 100% $ - 8 Topsoil placement,inc. ROW,retention&swale area 45,000 5 Y $ 1.00 $ 45,000.00 $ 1.00 $ 45,000.00 ' 100% $ - 9 Wetland hydric soil placement,uncompacled 3,900 5 Y $ 1.50 $ 5,850.00 $ 1.50 $ 5,850.00 " 100% $ - TOTAL $ 568,420.00 TOTAL $ 630,167.50 100% $ - SANITARY SEWER-OFF SITE(Corn Ed ROW) NOTE: SANITARY SEWER-OFF SITE UPGRADE PAID BY CITY 1 Sanitary lift station with valve vault,controller and generator 1 Lump $ 165,000.00 $ 165,000.00 $165,000.00 $ 165,000.00 100% $ - Page 1 of 5 2 8"PVC force main constr.,SDR 21,D2241 w/03139 joints 2,270 Lin Ft $ 22.00 $ 49,940.00 $ 22.00 $ 49,940.00 100% $ - 3 Air release valve w/5'manhole and 6"PVC drain line 1 Lump $ 2,450,00 $ 2,450.00 $ 2,450.00 $ 2,450.00 100% $ - 4 12"PVC pipe sewer constr.,SDR 26,D3034 w/D3212 joints 1,506 Lin Ft $ 27.00 $ 40,662.00 $ 27.00 $ 40,662.00 100% $ - 5 10"PVC pipe sewer constr.,SDR 26, D3034 w/D3212 joints 3,988 Lin Ft $ 24.00 $ 95,712.00 $ 24.00 $ 95,712.00 " 100% $ - 6 8"PVC pipe sewer constr.,SDR 26,03034 w/03212 joints 30 Lin Ft $ 22.00 $ 660.00 $ 22.00 $ 660.00 100% $ - 7 10"steel casing pipe,augured in place,w/sand and seals 72 Lin Ft $ 200.00 $ 14,400.00 $ 200.00 $ 14,400.00 100% $ - 8 18"steel casing pipe 64 Lin Ft $ 30.00 $ 1,920.00 $ 30.00 $ 1,920.00 " 100% $ - 9 4'dia.type A manholes with R-1530-8 Fr&lid 20 Each $ 1,450.00 $ 29,000.00 $ 1,450.00 $ 29,000.00 " 100% $ - 10 4'dia.Type A drop manhole with R-1530-B Fr&lid 1 Each $ 2,250.00 $ 2,250.00 $ 2,250.00 $ 2,250.00 100% $ - I I Extra manhole depth(greater that 12 feet) 4.8 Lin Ft $ 70.00 $ 336.00 $ 70.00 $ 336.00 100% $ - 12 48"triple N12 culverts with FES and 12"rip-rap 2 Each $ 15,400.00 $ 30,800.00 $ 15,400.00 $ 30,800.00 " 100% $ - 13 21"RCP storm sewer constr.,C-76,CL III 90 Lin Ft •$ 30.00 $ 2,700.00 $ 30.00 $ 2,700.00 100% $ - 14 21"flared end section 4 Each $ 500.00 $ 2,000.00 $ 500.00 $ 2,000.00 100% $ - 15 15"RCP storm sewer constr.,C-76,CL III 40 Lin Ft $ 20.00 $ 800.00 $ 20.00 $ 800.00 100% $ - 16 15"flared end section 2 Each $ 400.00 $ 800.00 $ 400.00 $ 800.00 100% $ - 17 12"rip-rap, 18"thick,with geotextile fabric 30 S Y $ 50.00 $ 1,500.00 $ 50.00 $ 1,500.00 100% $ - 18 Remove and replace existing bit.conc.pavement 123 S Y $ 30.00 $ 3,690.00 $ 30.00 $ 3,690.00 100% $ - 19 Remove and replace existing conc.pavement 18 S Y $ 50.00 $ 900.00 $ 50.00 $ 900.00 100% $ - 20 Remove and replace concrete curb and gutter 30 Lin Ft $ 30.00 $ 900.00 $ 30.00 $ 900.00 100% $ - 21 Restore off site ROW and easement area 2,356 S Y $ 3.00 $ 7,068.00 $ 3.00 $ 7,068.00 " 100% $ - 22 Miscellaneous clearing and earthwork along Com Ed ROW 1.00 Lump $ 8,000.00 $ 8,000.00 $ 8,000.00 $ 8,000.00 • 100% $ - 23 Geolextile fabric under gravel 2,870 S Y $ 1.50 $ 4,305.00 $ 1.50 $ 4,305.00 100% $ - 24 8"CA-6 gravel entrance and maintenance access 1,320 Ton $ 10.00 $ 13,200.00 $ 10.00 $ 13,200.00 100% $ - 25 Select trench backlit) 488 C Y $ 17.00 $ 8,296.00 $ 17.00 $ 8,296.00 100% $ - TOTAL $ 487,289.00 TOTAL $ 487,289.00 100% $ - SANITARY SEWER-ON SITE 1 8"PVC pipe sewer,SDR 26,D3034 w/D3212 joints 4,538 Lin Fl ' $ 20.00 $ 90,760.00 $ 18.50 $ 83,953.00 * 100% $ - 2 6"PVC pipe sewer services,SDR 26,D3034 w/D3212 joints 5,932 Lin Ft $ 18.00 $ 106,776.00 $ 16.00 $ 94,912.00 " ' 100% $ - 3 4'dia.type A manholes with R-1530-8 Fr&lid 24 Each $ 1,450.00 $ 34,800.00 $ 1,350.00 $ 32,400.00 " 100% $ - 4 Select trench backlit' 4,789 C Y $ 15.00 $ 71,835.00 $ 15.50 $ 74,229.50 " 100% $ - TOTAL $ 304,171.00 TOTAL $ 285,494.50 100% $ - WATER MAIN -OFF SITE 1 12"cement lined ductile iron pipe,push on joints,C-52 2,488 " Lin Ft $ 28.00 $ 69,664.00 $ 28.00 $ 69,664.00 " 100% $ - 2 8"cement lined ductile iron pipe,push on joints,C-52 40 Lin Ft $ 19.00 $ 760.00 $ 19.00 $ 760.00 100% $ - 3 12"gale valve in 5'vault w/R-1530-8 Fr&lid 3 * Each $ 2,000.00 $ 6,000.00 $ 2,000.00 $ 6,000.00 " 100% $ - 4 8"gate valve in box 2 Each $ 950.00 $ 1,900.00 $ 950.00 $ 1,900.00 100% $ - 5 18"steel casing pipe 22 Lin Ft $ 30.00 $ 660.00 $ 30.00 $ 660.00 100% $ - Page 2of5 • 6 Fire hydrant with 6'auxiliary valve 8 " Each $ 1,700.00 $ 13,600.00 $ 1,700.00 $ 13,600.00 " 100% $ - 7 Mechanical fittings 2,900 " Lb $ 2.00 $ 5,800.00 $ 2.00 $ 5,800.00 " 100% $ - 8 Polyethylene encasement,8 mil 2,488 " Lin Ft $ 2.00 $ 4,976.00 $ 2.00 $ 4,976.00 * 100% $ - 9 Select trench backfill 180 "C Y $ 17.00 $ 3,060.00 $ 17.00 $ 3,060.00 " 100% $ - 10 Restore off site ROW and easement area 2,500 "S Y $ 2.60 $ 6,500.00 $ 2.60 $ 6,500.00 " 100% $ - TOTAL $ 112,920.00 TOTAL $ 112,920.00 100% $ - WATER MAIN -ON SITE 1 8"cement lined ductile iron pipe,push on joints,C-52 6,228 Lin Ft $ 19.00 $ 118,332.00 $ 16.50 $ 102,762.00 • 100% $ - 2 1"short service connection with corp. slop and 0-box 71 Each $ 350.00 $ 24,850.00 $ 330.00 $ 23,430.00 " 100% $ - 3 1"long service connection with corp.slop and B-box 47 Each $ 550.00 $ 25,850.00 $ 530.00 $ 24,910.00 " 100% $ - 4 8"gale valve in box 21 Each $ 950.00 $ 19,950.00 $ 895.00 $ 18,795.00 " 100% $ - 5 Fire hydrant with 6"auxiliary valve,extra depth 1 Each $ 1,650.00 $ 1,650.00 $ 1,785.00 $ 1,785.00 100% $ - 6 Fire hydrant with 6"auxiliary valve 19 Each $ 1,550.00 $ 29,450.00 $ 1,685.00 $ 32,015.00 " 100% $ - 7 Mechanical fittings 4,980 Lb $ 2.00 $ 9,960.00 $ 2.00 $ 9,960.00 " 100% $ - 8 14"steel casing pipe 22, Lin Ft $ 25.00 $ 550.00 $ 25.00 $ 550.00 " 100% $ - 9 Polyethylene encasement,8 mil 6,228 Lin Ft $ 2.00 $ 12,456.00 $ 2.00 $ 12,456.00 " 100% $ - 10 Select trench backfill 1,341 C Y $ 15.00 $ 20,115.00 $ 15.50 $ 20,785.50 ' 100% $ - TOTAL $ 263,163.00 TOTAL $ 247,448.50 100% $ - STORM SEWER 1 24"RCP storm sewer constr.,C-76,GL III 424 Lin FI $ 26.00 $ 11,024.00 $ 26.00 $ 11,024.00 100% $ - 2 24"RCP storm sewer constr.,C-76,CL IV 76 Lin Ft $ 29.00 $ 2,204.00 $ 29.00 $ 2,204.00 100% $ - 3 18"RCP storm sewer constr.,C-76,CL III 152 Lin Ft $ 19.00 $ 2,888.00 $ 19.00 $ 2,888.00 100% $ - 4 18"RCP storm sewer constr.,C-76,CL IV 383 Lin Ft $ 21.00 $ 8,043.00 $ 21.00 $ 8,043.00 100% $ - 5 15"RCP storm sewer constr.,C-76,CL III 1,148 Lin Ft $ 18.00 $ 20,664.00 $ 18.00 $ 20,664.00 100% $ - 6 12"RCP storm sewer constr.,C-76,CL III 2,388 Lin Ft $ 15.00 $ 35,820.00 $ 15.50 $ 37,014.00 " 100% $ - 7 15"HOPE storm sewer constr.,N-12 258 Lin Ft $ 14.00 $ 3,612.00 $ • 14.00 $ 3,612.00 100% $ - 8 12"HDPE storm sewer constr.,N-12 1,930 Lin Ft $ 12.00 $ 23,160.00 $ 12.50 $ 24,125.00 " 100% $ - 9 6"HDPE sump pump connection,N-12 2,394 Lin Ft $ 9.50 $ 22,743.00 $ 9.50 $ 22,743.00 " 100% $ - 10 4"HDPE sump pump connection,N-12 1,730 Lin Ft $ 8.50 $ 14,705.00 $ 8.50 $ 14,705.00 " 100% $ - 11 24"PVC drainage basin w/24"H-20 CI grate 8 Lin Ft $ 250.00 $ 2,000.00 $ 250.00 $ 2,000.00 " 100% $ - 12 8"PVC inline drain clean out wl 8"CI solid grate 22 Lin Ft $ 150.00 $ 3,300.00 $ 150.00 $ 3,300.00 " 100% $ - 13 2'inlet, type A,with R-3286-8V Fr&yr. 8 Each $ 650.00 $ 5,200.00 $ 650.00 $ 5,200.00 * 100% $ - 14 2'inlet,type A,with R-3015 Fr&gr. 11 Each $ 600.00 $ 6,600.00 $ 600.00 $ 6,600.00 • . 100% $ - 15 2'inlet,type A,with R-4340-B gr. 4 Each $ 550.00 $ 2,200.00 $ 550.00 $ 2,200.00 " 100% $ - • 16 3'inlet, type A,with R-5901-H Fr&gr. 1 Each $ 800.00 $ 800.00 $ 800.00 $ 800.00 " 100% $ - 17 3'catch basin,type C,with R-3286-8V Fr&gr. 6 Each $ 900.00 $ 5,400.00 $ 900.00 $ 5,400.00 " 100% $ - 18 3'catch basin,type C,with R-3015 Fr&gr. 7 Each $ 850.00 $ 5,950.00 $ 850.00 $ 5,950.00 " 100% $ - Page 3 of 5 • 19 4'catch basin,type C,with R-3015,Fr&gr. 2 Each $ 1,050.00 $ 2,100.00 $ 1,050.00 $ 2,100.00 * 100% $ 20 4'catch basin,type C,with R-3286-8V Fr&gr. 1 Each $ 1,150.00 $ 1,150.00 $ 1,150.00 $ 1,150.00 100% 21 3'manholes,type C,with R-1530-B Fr&lid 4 Each $ 850.00 $ 3,400.00 $ 850.00 $ 3,400.00 * 100% $ 22 3'manholes, type C,with R-4340-B gr. 4 Each $ 800.00 $ 3,200.00 $ 800.00 $ 3,200.00 " 100% $ 23 3'manholes, type C,with R-3015 Fr&gr. 2 Each $ 850.00 $ 1,700.00 $ 850.00 $ 1,700.00 ' 100% $ - 24 4'manholes,type C,with R-1530-B Fr&lid 6 Each $ 1,050.00 $ 6,300.00 $ 1,050.00 $ 6,300.00 * 100% $ 25 4'manholes, type C,with R-3286-8V Fr&gr. 1 Each $ 1,100.00 $ 1,100.00 $ 1,100.00 $ 1,100.00 100% $ 26 4'manholes,type C,with R-4340-B gr. 2 Each $ 1,000.00 $ 2,000.00 $ 1,000.00 $ 2,000.00 ` 100% $ - 27 5'manholes, type C,with R-1530-B Fr&lid. 1 Each $ 1,300.00 $ 1,300.00 $ 1,300.00 $ 1,300.00 100% 28 6'manholes, type C,with R-1530-B Fr&lid 1 Each $ 2,550.00 $ 2,550.00 $ 2,550.00 $ 2,550.00 * 100% $ 29 6'restrictor manholes,type A,with R-1530-B Fr&lid,comp) 3 Each $ 3,200.00 $ 9,600.00 $ 3,200.00 $ 9,600.00 100% $ 30 24"flared end section 1 Each $ 550.00 $ 550.00 $ 550.00 $ 550.00 * 100% $ - 31 18"flared end section 5 Each $ 450.00 $ 2,250.00 $ 450.00 $ 2,250.00 * 100% $ - 32 15"flared end section 2 Each $ 400.00 $ 800.00 $ 400.00 $ 800.00 ' 100% $ - 33 12"flared end section • 5 Each $ 350.00 $ 1,750.00 $ 350.00 $ 1,750.00 • 100% $ - 34 12"Rip-rap, 18"thick,with geotextile fabric 30 S Y $ 45.00 $ 1,350.00 $ 45.00 $ 1,350.00 * 100% $ 35 Select trench backfill 713 C Y $ 15.00 $ 10,695.00 $ 15.00 $ 10,695.00 " 100% $ - TOTAL $ 228,108.00 TOTAL $ 230,267.00 100% $ - ROADWAY 1 Fine grade roadway 20,080 S Y $ 1.00 $ 20,080.00 $ 0.70 $ 14,056.00 * 100% $ - 2 Geolexlile fabric under base course 18,480 S Y $ 1.50 $ 27,720.00 $ 1.35 $ 24,948.00 * 100% $ - 3 4"base course,compacted crushed limestone,CA-6 100 Ton $ 10.00 $ 1,000.00 $ 10.00 $ 1,000.00 100% $ - 4 9"base course, BAM,MS=1200 250 Ton $ 32.00 $ 8,000.00 $ 32.00 $ 8,000.00 100% $ - 5 10"base course,compacted crushed limestone,CA-6 9,570 Ton $ 10.00 $ 95,700.00 $ 9.95 $ 95,221.50 * 100% $ - 6 Concrete curb&gutter, 8.6-12 with CA-7 base 9,582 Lin Ft $ 10.50 $ 100,611.00 • $ 9.00 $ 86,238.00 " 99% $ 862.38 7 Concrete gutter with CA-7 base 138 Lin Ft $ 10.00 $ 1,380.00 $ 10.00 $ 1,380.00 " 100% $ - 8 2 1/2"Bit.Conc.binder course,Class I,Mix B,Type 2 2,395 Ton $ 32.00 $ 76,640.00 $ 35.75 $ 85,621.25 " 100% $ - 9 1 1/2"Bit. Conc.surface course,Class I,Mix C,Type 2 1,430 Ton $ 34 00 $ 48,620.00 $ 40.50 $ 57,915.00 0% $ 57,915.00 10 Bituminous material,tack coal,RC-70 824 Gal $ 2.50 $ 2,060.00 $ 2.50 $ 2,060.00 0% $ 2,060.00 11 Bituminous bull joint,with cold mill pavement removal 180 Lin Ft $ 20.00 $ 3,600.00 $ 20.00 $ 3,600.00 100% $ - 12 PCC sidewalk,5"thick,6"at driveways,with CA-6 base 34,750 5 F $ 3.00 $ 104,250.00 $ 3.00 $ 104,250.00 " 88% $ 12,510.00 13 3"Parkway trees 171 Each $ 280.00 $ 47,880.00 $ 280.00 $ 47,880.00 * 90% $ 4,788.00 14 Street lights 14 Each $ 3,000.00 $ 42,000.00 $ 3,000.00 $ 42,000.00 * 100% $ - 15 Temp"T"turnaround(2 1/2"Bit.Conc. & 10"CA-6 base) 160 5 Y $ 15.00 $ 2,400.00 $ 15.00 $ 2,400.00 * 100% $ - 16 Street signs 14 Each $ 150.00 $ 2,100.00 $ 150.00 $ 2,100.00 ' 86% $ 294.00 TOTAL $ 584,041.00 TOTAL $ 578,669.75 86% $ 78,429.38 MISCELLANEOUS • Page 4 of 5 • 1 4"Pert corr polyethylene drain pipe w/gravel and fabric 350 Lin Ft $ 9.00 $ 3,150.00 $ 9.00 $ • 3,150.00 " 100% $ - 2 Concrete curtain wall(retention pond spillway) 42.4 Lin Ft $ 25.00 $ 1,060.00 $ 25.00 $ 1,060.00 " 100% $ - 3 Modular block retaining wall 2,470 S F $ 15.00 $ 37,050.00 $ 15.00 $ 37,050.00 " 100% $ - 4 4"I-ID PVC utility sleeve,SDR 26 1,120 Lin Ft $ 10.00 $ 11,200.00 $ 10.00 $ 11,200.00 " 100% $ - 5 Traffic Control and Protection 1.00 Lump $ 5,000.00 $ 5,000.00 $ 5,000.00 $ 5,000.00 " 100% $ - TOTAL $ 57,460.00 TOTAL $ 57,460.00 100% $ - TOTAL Estimated Total TOTAL $2,758,562.00 Total Contracted Bids TOTAL $ 2,782,706.25 Cost to Complete Work ,,,u, ,,, 97% $ 78,429.38 A. SCy/:-"•., I hereby certify that the percentage left to ob0f0t®t8•arii,th q-•,, Estimated Project Cost $2,758,562.00 the cost to complete shown herein are cpsiOt•lc12seie/.rlf•.' ;Contingency 10% $ 275,856.20 to complete the items shown for this prdject: REGISrErsFDU original Letter of Credit• $ 1,750,000.00 PRorEssIoNAL : 'Estimated Cost to Complete $ 78,429.38 INFER > _ ontingency 10% $ 7,842.94 Estimated Cost of Completed Work $2,680,132.62 cc/ Contingency 25% $ 670,033.16 Project Engineer:Richard A.S'OlO r i f.)0�, New Letter of Credit(110%Cost to Complete+25%Complete Work) $ 756,305.47 License No.62-39720;Expiration 11%`30/05' Previous Reductions (11/16/2001),(12/20/2002) $ 276,853.05 This Reduction in Letter of Credit $ 716,841.48 Estimated Cost to Complete(Inc contingency) $ 86,272.32 • Page 5 of 5 Pid „cso car. _ o United City of Yorkville Memo ! . 1,,. '" 800 Game Farm Road EST '�. _7� 1836 Yorkville, Illinois 60560 —` Telephone: 630-553-8545 o m ° Fax: 630-553-3436 Date: December 20, 2004 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer w f ' J CC: Liz D'Anna, Deputy City Clerk Marvin DeLahr, Development Construction Services LLC Subject: Fox Hill Unit 7 —Letters of Credit Reduction No. 1 Attached find a request from the developer for reductions to the letters of credit for Fox Hill Unit 7. I have reviewed the request and generally concur with the amount of work completed to date. The difference between the developers requested reductions and my recommended reductions are for the following reasons. • A separate letter of credit was established for earthwork and erosion control items. Any reduction for that letter of credit needs to be calculated separately from the onsite letter of credit. • The letter of credit for onsite items was established for a lesser amount because the letter of credit for earthwork was larger than needed. With this reduction we are adjusting the dollar amounts for individual categories of work(such as watermain, roadways, etc.) within the onsite letter of credit to agree with the approved engineer's estimate of cost. This is why one item (miscellaneous work) is increased rather than being reduced. • Items related to erosion control are reduced to no less than 50% of the estimated cost of those items, and should remain at that level until a substantial number of private lots and open spaces are landscaped. I recommend that the letter of credit for earthwork and erosion control for Fox Hill Unit 7 be reduced by the amount of$75,850.44. The remaining amount in that letter of credit would be $34,149.56. I recommend that the letter of credit for onsite work for Fox Hill Unit 7 be reduced by the amount of$381,095.82. The remaining amount in that letter of credit would be $488,928.34. Please place this item on the Public Works Committee agenda of December 27, 2004 for consideration. 20-Dec-04 1 Letter of Credit/Bond Reduction Subdivision: Fox Hill Unit 7 - Earthwork/Erosion Control Reduction No. 1 Theoretical Actual Substantially Approved Letter of Credit Letter of Credit complete Remaining Item End. Est. Amount Amount prior to Red. #1 Reduction No.1 Amount Earthwork/Erosion Control $77,815.50 $85,597.05 $110,000.00 $54,155.25 $75,850.44 $34,149.56 Totals $77,816.50 $85,597.05 $110,000.00 $54,155.25 $75,850.44 $34,149.56 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. * Includes streetlights, signage, landscaping, construction entrance, curtain wall, and sawcutting existing pavement. 20-Dec-04 Letter of Credit/Bond Reduction Subdivision: Fox Hill Unit 7 - Onsite Reduction No. 1 Theoretical Actual Approved Letter of Credit Letter of Credit Substantially complete Remaining Item Eno. Est. Amount Amount prior to Red. #1 Reduction No.1 Amount Sanitary Sewer $264,845.00 $291,329.50 $291,845.00 $181,158.00 $172,615.60 $119,229.40 Watermain $215,683.00 $237,251.30 $237,251.30 $206,000.00 $195,700.00 $41,551.30 Roadway $134,078.26 $147,486.09 $147,486.09 $0.00 $0.00 $147,486.09 Storm Sewer $72,214.00 $79,435.40 $79,214.00 $15,000.00 $14,028.60 $65,185.40 Miscellaneous* $102,321.00 $112,553.10 $95,154.72 $1,000.00 -$16,448.38 $111,603.10 Construction Staking $17,339.14 $19,073.05 $19.073.05 $16,000.00 $15,200.00 $3,873.05 Totals $806,480.40 $887,128.44 $870,024.16 $419,158.00 $381,095.82 $488,928.34 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. Includes udes streetlights, signage, landscaping, construction entrance, curtain wall, and sawcutting existing pavement. DEVELOPMENT CONSTRUCTION SERVICES L.L.C. Phone: 815-464-2031 9217 GULFSTREAM ROAD,SUITE 102 Fax:815-464-2032 FRANKFORT,IL 60423 Cell:815-791-6167 Email : devconser@msn.com LETTER OF TRANSMITTAL Date Sent: 12/16/04 From: Marvin De La h r Item of transmittal: (1) copy LOC Reduction document, (1)copy Wywrot letter, (1)copy SEC Estimate of Cost To: Joe Wywrot ®For Your Use ❑For Review Company: United City of Yorkville ❑Please Comment Address: 800 Game Farm Road ❑Information Only City& State: Yorkville,IL 60560 Enclosed please find a request for a reduction of the current letter-of-credit being held by the City for the Fox Hill, Unit 7 improvements. Also included is the letter from Joe Wywrot approving the amount and engineers estimate of cost from Smith Engineering. We will not be making another request for reduction until the roads are installed in the spring. Please call you have any questions or need any more information. Thanks. D.C.S. Confidentiality Notice The pages accompanying this transmittal contain information from Development Construction Services L.L.C.which is confidential and privileged.The information is intended to be for the use of the individual or entity named on this cover letter. If you are not the intended recipient,be aware that any disclosure,copying,distribution or use of the contents of this information is prohibited.If you have received this facsimile in error,please notify us by telephone immediately. r FOX HILL SUBDIVISION, UNIT 7 - LETTER OF CREDIT:REDUCTION, . 12/16/2004 DESCRIPTION LETTER-OF-CREDIT 'CONTRACT PAID OUT : REMAINING - REDUCTION . CALCULATION EXPLAINATION AMOUNT `' AMOUNT 'AMOUNT ; AMOUNT AMOUNT Construction Staking $17,339.14 $20,625.00 $17,531.25 $3,093.75 $14,245.39 $17,339.14 minus$3,093.75 Earthwork $57,855.00 $0.00 $211,262.87 $0.00 $52,069.50 $57,855.00 minus 10% Sanitary Sewer $264,845.00 $231,158.00 $181,158.00 $50,000.00 $181,158.00 paid out amount Water Main $215,683.00 $256,522.00 $206,000.00 $50,522.00 $165,161.00 $215,683.00 minus$50,522.00 Storm Sewer $72,214.00 $90,906.00 $15,000.00 $75,906.00 $0.00 remaining contract amount is larger than LOC amount Streetlights $10,500.00 $6,764.00 $3,872.00 $2,892.00 $3,872.00 paid out amount Silt Fence $3,460.50 $0.00 $6,907.50 $0.00 $3,460.50 completed(letter of credit amount) Construction Entrance $2,000.00 $0.00 _ $2,000.00 $0.00 $2,000.00 completed(letter of credit amount) Curtain Wall $1,000.00 $0.00 $1,000.00 $0.00 $1,000.00 completed(letter of credit amount) $422,966.39 Per Joe Wywrot's letter dated December 10,2004,the engineer's estimate of cost from Smith Engineering in the amount of$884,295.89 was approved for our letter of credit. That amount did not include the additional 10%required by the City.This brings the required letter of credit amount to$972,725.48+ The United City of Yorkville currently has two letters of credit from DCI Charrington.One for$110,000.00 and another for$870,024.16.These total$980,024.16. We are requesting a reduction of the$422,966.39 shown above and the over payment on the required amount of$7,298.68.The total reduction will be$430,265.07. `DEQ CJTy United City of Yorkville C EST 1835 County Seat of Kendall County Is gl:—)------, ?, � of -�� 800 Game Farm Road C f� ` O Yorkville, Illinois, 60560 �� .p �' Telephone: 630-553-4350 ay 04 / Li�CE X\)/ Yorkville, 630-553-7575 L Website: www.yorkville.il.us December 10, 20 Mr. Marvin DeLahr Development Construction Services, LLC 9217 Gulfstream Road, Suite 102 Frankfort, Illinois 60423 Re: Fox Hill Unit 7 —Final Plat &Plan Dear Marvin: The final plat and plan for the referenced development are approved subject to the following: • The landscape plan has been approved with the provision that the heights of the 33 evergreen trees are changed to S-foot height. • For the;purposes_of determining the BLOC amount and fees, the current estimate in the amount of$884;295.89_is'approved. The two letters of credit submitted (in the amounts;of$a10;000..00 and $870,024.16) are adequate as the construction guarantee. • The engineering review fee ($11,053.69) and administration fee ($15,475.17) are due prior to recording of the final plat. We will invoice you for these fees. If you have questions regarding any of these items, please call me at (630) 553-8545. Very truly yours, Joseph Wywrot City Engineer 1f Cc: Tony Graff,:City Administrator: _, . r Liz D?Anna, Deputy:City Clerk:- .,/; • Jennifer Fischer; Engineering Assistant .: . , JOB NUMBER:030871-03 JOB NAME:FOXHILL PUD(POD 10) LOCATION: UNITED CITY OF YORKVILLE PLAN DATE: 10-06-04 PRE-FINAL CITY ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COSTS CALL BY:GEK CHK BY:PJH PREPARED BY SMITH ENGINEERING CONSULTANTS,INC- 1211!2004 ONSITE IMPROVEMENTS PAY ITEM UNITS UNIT COST QUANTITY 1 TOTAL COST ROADWAY CONSTRUCTION P.C.C.SIDEWALK 5"WITH 2"AGG.SUBBASE(6"THRU DRIVE WITH 5"AGG.SUBBAS( SQ.FT. $ 2.95( 8,955.4 9 26,418.43 (COMBINATION CONCRETE CURB AND GUTTER.TYPE(B-6.12) - FOOT J$ 13.30 I 2,042.5 $ 21,037.24 LOCAL STREET(100+20.13 TO 103+30.36)&TURN-AROUND-AREA AGGREGATE BASE COURSE MATERIAL(CA-6), 10"TYPE B OR APPROVED EQUAL SQ.YD. $ 6.60 1,676.4 $ 11,064.44 BITUMINOUS MATERIALS(PRIME COAT,MC-33) GAL $ 0.40 586.6 $ 234.70 BITUMINOUS CONCRETE BINDER COURSE CL 1,MIXTURE 8, 2.5" SQ.YD. 9 4.95 1.676.4 $ 8,2298.33 BITUMINOUS CONCRETE SURFACE COURSE, MIXTURE C,CL I, 1.5" SQ.YD. $ 3.60 1,676.4 $ 6,035.15 AGGREGATE BASE COURSE CRUSHED STONE(CA-6),TYPE B 3.5"(UNDER CURB) SQ.YD. $ 2.50 213.9 $ 534.68 AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL SQ.YD. $ 1.50 1,676.4 $ 2.514.65 MAIN STREET(STA 0+00 TO 5+89.83,STA 103+30.36 TO 103+55.10) AGGREGATE BASE COURSE MATERIAL(CA-6), 12"TYPE B OR APPROVED EQUAL SQ.YD. S 7.80 2,459.6,9 19,184.96 BITUMINOUS MATERIALS(PRIME COAT,MC-30) GAL $ 0.40 860.9 $ 344.35 BITUMINOUS CONCRETE BINDER COURSE CL 1,MIXTURE B, 4.5" SQ.YD. $ 8.90 2,459.6 $ 21,890.53 BITUMINOUS CONCRETE SURFACE COURSE,MIXTURE C,CL I,1.5" SQ.YD. $ 3.60 2,459.6 $ 8,854.60 AGGREGATE BASE COURSE CRUSHED STONE(CA-6),TYPE B 7.5"(UNDER CURB) SQ.YD. 9 5.40 353.5 $ 1,908.79 AMOCO 4551 GEOTEXTILE FABRIC OR EQUAL SQ.YD. $ 1.50 2,459,6 $ 3,689.42 FINE GRADE ROADWAY SQ.YD. $ 0,50 j 4136.04 $ 2,068.02 Sub-Total I I $ 134,078.26 , ONSITE IMPROVEMENTS PAY ITEM ' UNIT UNIT COST • QUANTITY TOTAL COST (STORM SEWER CONSTRUCTION STONE RIPRAP,CLASS A3 SQ.YD. $ 48.00 12.0 $ 576.00 TRENCH BACKFILL CY 9 18,00 0.0 $ - STORM SEWERS,CLASS A,TYPE 2,12" FOOT $ 17.00 663.0 9 11,271.00 STORM SEWERS,CLASS A,TYPE 2, 15" FOOT 9 19.00 691.0 $ 13,129.00 STORM SEWERS,CLASS A,TYPE 2. 18" FOOT $ 21.00 286.D $ 6,006.00 STORM SEWERS,CLASS A,TYPE 2,21" FOOT 9 24.00 255.0 $ 6,120.00 STORM SEWERS,CLASS A,TYPE 2,24" FOOT $ 28.00 35.0 $ 980.00 STORM SEWERS,CLASS A,TYPE 2,36" FOOT $ 36.00 137.0 S 4,932.00 CATCH BASINS,TYPE C 2"DIAMETER,TYPE 8 GRATE _. EACH $ 1,000.00 2.0 $ 2,000.00 CATCH BASINS,TYPE A 4'DIAMETER,TYPE 11 FRAME AND GRATE EACH $ 1,000.00 4,0 $ 4 000.00 INLETS,TYPE A 2'DIA,TYPE 8 GRATE EACH $ 600.00 2.0 S 1,200.00 INLETS,TYPE A,TYPE 11 FRAME AND GRATE EACH 9 600,00 2.0 9 1,200.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 15"W/GRATE EACH $ 600.00 2.0 $ 1,200.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 21"W/GRATE EACH $ 700.00 2.0 $ 1,400,00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 36"WIGRATE EACH $ 1,000.00 2.0 $ 2,000.00 MANHOLES,TYPE A,4'DIAMETER.TYPE 8 GRATE EACH $ 900.00 2.0 $ 1,800.00 MANHOLES,TYPE A,4'DIAMETER,TYPE 1 FRAME CLOSED LID EACH I $ 900.00 4.0 $ 3,600.00 MANHOLES,TYPE A,4'DIAMETER,TYPE 1 FRAME OPEN LID EACH 9 900,00 5.0 $ 4,500.00 MANHOLES,TYPE A,5'DIAMETER,TYPE 1 FRAME CLSOED LID EACH $ 1,200.00 1.0 $ 1,200.00 MANHOLES,TYPE A, 6'DIAMETER,TYPE 1 FRAME CLOSED LID(W/RESTPICTOR) _ EACH $ 2,000.00 1.0 $ 2,000.00 MANHOLES, TYPE A,6'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 2.000.00 1.0 $ 2,000.00 INLET PROTECTION EACH $ ' 50,00 22 9 1,100.00 Sub-Total $ 72,214.00 `..2,> \S't'd\\‘‘t1 _��RJ. J. +°(4 sREGISTERED 062-054504 i� i '' 1 ' PROFESSIONAL ENGINEER ,' OF ',/ ( S ._ IIC � "------- l‘ ":- /O) ONSITE IMPROVEMENTS I PAY ITEM UNIT UNIT COST QUANTITY TOTAL COST WATER MAIN CONSTRUCTION _ TRENCH BACKFILL CY $ 18.00 0.0 $ - B-INCH WATER MAIN FOOT $ 23.00 1.929.0 5 44,367.00 15-INCH WATERMAIN DIP FOOT $ 47.00 1,628.0 $ 76,516.00 FIRE HYDRANTS EACH $ 2,100.00 9.0 $ 18,900.00 8"VALVE AND VALVE BOX EACH 9 950.00 8,0 $ 7,500,00 16"VALVE AND VALVE BOX 5'DIA VAULT EACH $ 3,500.00 5.0 $ 17,500.00 VW TEE(15" X 16") EACH $ 1,000.00 1.0 $ 1,000.00 VVM TEE(16" X 8") EACH $ 700.00 2.0 $ 1,400.00 VVM TEE(8"X 8") EACH $ 300.00 1.0 $ 300.00_ 5'DIA VAULT AND 16-INCH VALVE(PRESSURE CONNECTION) EACH $ 7,500.00 1.0 $ 7,500.00 1"WATER SERVICE INCLUDING TRENCH BACKFILL(LONG) EACH $ 750.00 36.0 $ 27,000.00 1"WATER SERVICE INCLUDING TRENCH BACKFILL(SHORT) EACH $ 350.00 36.0 $ 12,600.00 CONNECTION TO EXISTING WATERMAIN LUMP SUM $ 1,000.00 1 5 1,000,00 !Sub-Total $ 215,683.00 ONSITE IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY [ TOTAL COST SANITARY SEWER CONSTRUCTION TRENCH BACKFILL CY $ 18.00 0.0 $ - 8" SANITARY SEWER,SDR-26(0'-1o'-DEEP) FOOT $ 20.00 1,024.0; 5 20,480.00 8" SANITARY SEWER,SDR-25(10'-15'-DEEP) FOOT $ .. 22.00 134.0 5 2,948.00 10" SANITARY SEWER,SDR-21(10'-15'DEEP) FOOT $ 24.00 479.0 $ 11,496.00 10" SANITARY SEWER,SDR-21 (15'-20'DEEP) FOOT $ 28.00 445.0 $ 12,460.00 6" FORCE MAIN SANITARY SEWER, (6'MIN COVER) FOOT $ 21,00 941,0 $ 19,761.00 4' SANITARY MANHOLES(0'-10'-DEEP) EACH $ 1,300.00 6.0 $ 7,800.00 4' SANITARY MANHOLES(10'-15'-DEEP) EACH $ 1,500.00 3.0 $ 4,500.00 4' SANITARY MANHOLES(15'-20'DEEP) EACH $ 1,800.00 5.0 5 9,000.00 6"SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(FAR) EACH $ 1,000.00 36.0 $ 36,000.00 6"SANITARY SEWER SERVICE INCLUDING TRENCH BACKFILL(NEAR) EACH $ 400.00 36.0 $ 14,400,00 LIFT STATION EACH $ 125,000.00 1.0 $ 125,000.00 CONNECTION TO EXISTING SANITARY FORCEMAIN LUMP SUM $ 1,000.00 1.0 $ 1,000.00 Sub-Total $ 264,645.00 GRADING,IMPROVEMENTS/FEES . PAY ITEM . UNIT - UNIT COST QUANTITY . • TOTAL COST • SEEDING(commercial and basins) ACRE 9 2.500.0D 3.0 $ 7,500.00 EXCELSIOR BLANKET SQ.YD. $ 1.25 7,200.0 S 9,000.00 SURFACE TOPSOIL STRIP CU,YD. $ 1.50 9,950.0 $ 14,925.00 SITE CUT TO FILL DIFFERENCE(CLAY FOR RESIDENTIAL) CU.YD. $ 2.50 15,000.0 $ 37,500.00 SITE TOPSOL RESPREAD(Basins)6"MIN CU.YD. I$ 3.00 1,200.01 5 3,600.00 SITE TOPSOIL RESPREAD(COMMERCIAL)3" 1 CU.YD. $ 3,00 610.0 0 1,830.00 SILT FENCE FOOT $ 1.50 2.307.D $ 3,460.50 Sub-Total $ 77,815.50 MISC.IMPROVEMENTS/FEES • PAY ITEM 1 UNIT I UNIT COST QUANTITY - TOTAL COST STREET SIGNS/STRIPING I L.SUM $ 5,000.00 1.0 5 5,000.00 STREET LIGHTS EACH $ 2,625,00 1 4.0 $ 10,500.00 TREES/LANDSCAPING (SEE A i ACHED FOR ITEMIZED COST ESTIMATE ) , L SUM $ 69.691.300 I 1.0 $ 69,691.00 FLOOD PLAIN AREA-DISK/RAKE ACRE $ 1,500.00 I 3.4 $ 5,115.00 FLOOD PLAIN AREA-SEEDING(CLASS 4A MIXTURE) ACRE $ 2,500.00 3.4 $ 8,525.00 CONSTRUCTION ENTRANCE L.SUM $ 2,000.00_ 1.0 $ 2,000.00 CURTAIN WALL L.SUM $ 1,000.00 1.0 $ 1,000.00 SAWCUT PAVEMENT 1FOOT _$ 3.50 140.0 $ 490.00 I Sub-Total I 1 $ 102,321,00 SUB-TOTAL COST 9 866,956.76 CONSTRUCTION STAKING(2%) S 17,339,14 TOTAL COST $ 884,295.89 Letter of Credit Amount(Total X 110%) $ 972,725.48 A/t' ,7- reVF0 TQG al-/C Jar-0 /,t,7 o f f ti f 0 Z- 0../S/ _,(VD c,r o United City of Yorkville Memo J 800 Game Farm Road Esr 1838Yorkville, Illinois 60560 Telephone: 630-553-8545 b9 • °�' p Fax: 630-553-3436 `mss 4[E ‘‘>° Date: December 20, 2004 To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer CC: Liz D'Anna, Deputy City Clerk Danielle Dash, Wiseman-Hughes Enterprises, Inc. Subject: Windett Ridge Subdivision—Onsite Work Bond Reduction No. 2 Attached find a request from Wiseman-Hughes to reduce the public improvement bond for onsite work for Windett Ridge Unit 1. I have reviewed the request and generally concur with the amount of work completed to date. The difference between the developer's requested reduction and my recommended reduction differs for two reasons. First, I recommend that we leave the erosion control amount at the current level until more homes and open space are landscaped. Second, the developer did not keep 15% in the bond for items that are substantially completed. I recommend that the public improvement bond for Windett Ridge Unit 1 be reduced by the amount of$278,137.25. The remaining amount of the bond would be $646,982.57. PIease place this item on the Public Works Committee agenda of December 27, 2004 for consideration. 20-Dec-04 Letter of Credit/Bond Reduction Subdivision: Windett Ridge(Public Improvements) Reduction No. 2 Substantially LOC/Bond Approved Original amount complete Amount to remain Item Eng. Est. for LOC/Bond prior to Red. No.2* Red. No.1 Amount Red.No.2 Amount after Red. No.2 Remarks Earthwork'* 549,781.00 $54,737.10 $44,586.00 $42,356.70 $0.00 $12,380.40 Sanitary Sewer(onsite) $886,114.30 $974,725.73 Covered by SSA Sanitary Sewer(Com Ed) $480,172.80 $506,190.08 $460,172.80 $435,519.71 $1,644.45 $69,025.92 Watermain(onsite) $945,728.20 $1,040,301.02 Covered by SSA Watermain(Rt.47) $168,845.30 $185,729.83 $168,845.30 $133,701.86 $26,701.18 $25,326.80 Storm Sewer $1,072,647.70 $1,179,912.47 Covered by SSA Roadways $1,037,667.44 $1,141,434.18 Covered by SSA Landscaping $540,440.75 $594,484.83 $212,883.55 $0.00 $202,239.37 $392,245.45 Miscellaneous(public sidewalk only) $490,800.00 $539,880.00 Covered by SSA Miscellaneous'""' $184.735.00 5203,208.50 $58,110.00 $7,652.25 $47.552.25 $148.004.00 Sub-total $5,836,912.49 $6,420,603.74 $278,137.25 $646,982.57 Amount covered by SSA $4,783,527.00 $5.261.879.70 Amount covered by bond $1,053,385.49 $1,158,724.04 LOC/Bond amt.to be 15%of substantially completed items plus 110%of uncompleted items. *Items covered by SSA are not listed to avoid affecting the calculations for this bond reduction. ""Earthwork items covered by this bond are not covered by the Windett Ridge"Earthwork"bond. """ Includes bike path,sidewalk,streetlights,street signs,and utility sleeves *kV- A WISEMAN HUGHES November 15, 2004 Mr. Joe Wywrot, City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Windett Ridge Subdivision Bond Reduction Request #2 Bond #1004373 Dear Joe, I would like to request a second reduction of the bond for improvements completed in substantial conformance with the approved engineering plan. A detailed breakdown is attached for your review. Therefore, we are requesting a reduction of the bond to a new amount of $559,520.75. The amount of the reduced bond is based upon the value of the improvements that remain to be completed to date, plus the original ten percent contingency. The existing bond is up for renewal on January 30th, 2005. We're hoping City Council approval can be obtained prior to that date. Please contact me if you have any questions or comments. Sincerely, Wiseman Hughes Enterprises, Inc. C)t4A4.(ifityitk:Ltoe_____ Danielle M. Dash, E.I.T. Project Engineer File 11 Windett Ridge Wiseman-Hughes Enterprises, Inc. 975 East 22nd Street Wheaton, Illinois 60187 630-653-0500 Fax 630-653-0194 Reduction Request#2 Windett Ridge Subdivision City of Yorkville NON SSA IMPROVEMENTS COMPLETED TO DATE Date: 11/15/04 QUANTITY TOTAL • COMPLETE COMPLETE %COMPLETE TOTAL REMAINING CODE DESCRIPTION I QUANTITY I UNIT I UNIT PRICE ] TOTAL Earthwork,Tree Removal,Soil Erosion&Sedimentation Control I 1 Improvements Posted Bond/11321976117 dated May 30th,2003 In the amount of$1,330,156.30 Topsoil Respread-Ponds,Berms&Islands 22,116 CY $2.25 $49,761.00 22,116 $49,761.00 100% $0.00 TOTAL: $49,761.00 $49,761.00 $0.00 2 Sanitary Sewer: On-Site 8"PVC SDR 26-3034 14,511 LF $21.80 $316,339.80 Paid by SSA B"PVC SDR 21-2241 163 LF $30.70 $5,004.10 Paid by SSA 8"PVC DR 18 1,761 LF $44.20 $77,836.20 Paid by SSA 6"San.Serv.Near 138 EA $370.00 $51,060.00 Paid by SSA 6"San.Serv.Far 142 EA $1,560.00 $221,520.00 Paid by SSA San.Manhole 4'Dia. 76 EA $1,895.00 $144,020.00 Paid by SSA Drop MH 4'Dia. 5 EA $3,769.00 $18,845.00 Paid by SSA TBF Mains CA-7 1,988 CY $25.90 $51,489.20 Paid by SSA TOTAL: $886,114.30 Paid by SSA 3 Sanitary Sewer: CornEd Easement 24"PVC DR 18 2,002 LF $98.70 $197,597.40 2,002 $197,597.40 100% $0.00 30"PVC SDR 26-3034 1,196 LF $77.50 $92,690.00 1,196 $92,690.00 100% $0.00 30"PVC DR 18 900 LF $91.40 $82,260.00 900 $82,260.00 100% $0.00 San.Manhole 5'Dia. 12 EA $3,482.00 $41,784.00 12 $41,784.00 100% $0.00 Drop MH 5'Dia. 3 EA $7,745.00 $23,235.00 3 $23,235.00 100% $0.00 30"Connection to Existing MH 1 EA $1,731.00 $1,731.00 1 $1,731.00 100% $0.00 TBF Mains CA-7 806 CY $25.90 $20,875.40 806 $20,875.40 100% $0.00 TOTAL: $460,172.80 $460,172.80 $0.00 4 Watermaln: On-Site 8"DIP Class 52 w/Poly&Fillings 10,705 LF $21.20 $226,946.00 Paid by SSA 12"DIP Class 52 w/Poly&Fittings 3,290 LF $30.10 $99,029.00 Paid by SSA 16"DIP Class 52 w/Poly&Fittings 5,315 LF $37.40 $198,781.00 Paid by SSA 1"Type K Copper Serv.Near 118 EA $401.00 $47,318.00 .Paid by SSA 1"Type K Copepr Serv.Far 162 EA $919.00 $148,878.00 Paid by SSA 8"Gate Valve w/Box 33 EA $909.00 $29,997.00 Paid by SSA 12"Butterfly Valve w/60"Vault 7 EA $2,619.00 $18,333.00 Paid by SSA • 16"Butterfly Valve w/60"Vault 11 EA $2,988.00 $32,868.00 Paid by SSA Fire Hydrant 60 EA $1,919.00 $115,140.00 Paid by SSA TBF Mains CA-7 1,098 CY $25.90 $28,438.20 Paid by SSA TOTAL: $945,728.20 Page 1 of CODE DESCRIPTION QUANTITY UNIT UNIT PRICE TOTAL 5 Watermain: Route 47 • 8"DIP Class 52 w/Poly and Fittings 1,390 LF $21.20 $29,468.00 1,390 $29,468.00 100% $0.00 12"DIP Class 52 w/Poly and Fittings 2,815 LF $30.10 $84,731.50 2,815 $84,731.50 100% $0.00 8"Gate Valve w/box 2 EA $909.00 $1,818.00 2 $1,818.00 100% $0.00 12"Gale Valve w/60"Vault 4 EA $2,619.00 $10,476.00 4 $10,476.00 100% $0.00 . 12"Connection to Existing Stub 1 EA $494.00 $494.00 1 $494.00 100% $0.00 Auger 24"Casing Under Route 47 1 LS $11,938.00 $11,938.00 1 $11,938.00 100% $0.00 Fire Hydrant 13 EA $1,919.00 $24,947.00 13 $24,947.00 100% $0.00 TBF Mains CA-7 192 CY $25.90 $4,972.80 192 $4,972.80 100% $0.00 TOTAL: 5168,845.30 5168,845.30 $0.00 6 Storm Sewer: On-Site 4"PVC SDR 26-3034 8,160 IF $13.50 $110,160.00 Paid by SSA 6"PVC SDR 26-3034 5,809 LF $14.70 $85,392.30 Paid by SSA 12"ADS N-12 1,420 LF $18.60 $26,412.00 Paid by SSA 15"ADS N-12 633 LF $19.80 $12,533.40 Paid by SSA 18"ADS N-12 160 LF $24.10 $3,856.00 Paid by SSA 24"ADS N-12 457 LF $30.50 $13,938.50 Paid by SSA 12"RCP Class 4 0-Ring 5,587 LF $17.40 $97,213.80 Paid by SSA 15"RCP Class 4 0-Ring 2,441 LF $18.40 $44,914.40 Paid by SSA 18"RCP Class 4 0-Ring 803 LF $22.40 $17,987.20 Paid by SSA 24"RCP Class 4 0-Ring 1,406 LF $28.50 $40,071.00 Paid by SSA 30"RCP Class 4 0-Ring 2,906 LF $37.70 $109,556.20 Paid by SSA 36"RCP Class 4 0-Ring 802 LF $47.00 $37,694.00 Paid by SSA 42"RCP Class 4 0-Ring 205 IF $65.00 $13,325.00 Paid by SSA 34"X 53"HE-4 MJ 54 LF $85.00 $4,590.00 Paid by SSA• 48"RCP Class 4 0-Ring 471 LF $71.50 $33,676.50 Paid by SSA 18"DIP Class 50 238 LF $44.50 $10,591.00 Paid by SSA Sunip Inlet/Inlet 24"Dia. 153 EA $609.00 $93,177.00 Paid by SSA Strom MH/Inlet 48"Dia. 26 EA $1,218.00 $31,668.00 Paid by SSA Storm MH/Inlet 60"Dia. 29 EA $1,704.00 $49,416.00 Paid by SSA Storm MH 72"Dia. 15 EA $2,753.00 $41,295.00 Paid by SSA 1 Storm MH 84"Dia. 5 EA $4,549.00 $22,745.00 Paid by SSA CB 24"Dia.• 39 EA $730.00 $28,470.00 Paid by SSA CB 48"Dia. 3 EA $1,275.00 $3,825.00 Paid by SSA I CB 60"Dia. 3 EA $1,857.00 $5,571.00 Paid by SSA Oulet Control Structure 2 EA $3,838.00 $7,676.00 Paid by SSA 12"FES w/Grate 4 EA $484.00 $1,936.00 Paid by SSA 15"FES w/Grate 10 EA $546.00 $5,460.00 Paid by SSA 24"FES w/Grate 10 EA $756.00 $7,560.00 Paid by SSA 30"FES w/Grate 5 EA $996.00 $4,980.00 Paid by SSA 42"FES wlGrate 1 EA $1,625.00 $1,625.00 Paid by SSA 34"X 53"FES wl Grate 1 EA $1,871.00 $1,871.00 Paid by SSA 48"FES w/Grate 1 EA $1,781.00 $1,781.00 Paid by SSA Televising 17,583 IF $1.80 $31,649.40 Paid by SSA Field Tile Connection 4 EA $349.00 $1,396.00 - Paid by SSA TBF Mains CA-7 2,650 CY $25.90 $68,635.00 Paid by SSA TOTAL: $1,072,647.70 Page 2 of4 CODE DESCRIPTION 4 QUANTITY UNIT UNIT PRICE TOTAL 7 Roadway Construction Fine Grade(subgrade)+/-0.1' 63,650 SY $0.35 $22,277.50 Paid by SSA Geotextile Fabric 63,650 SY $1.00 $63,650.00 Paid by SSA Stone Only Under Curbs 4" 33,870 LF $0.65 $22,015.50 Paid by SSA COMB CC&G B6-12(10"FLAG DEPTH) 35,134 LF $8.10 $284,585.40 Paid by SSA Backfill Curb 35,134 LF $0.56 $19,675.04 Paid by SSA Aggregate Base Course 10" 52,560 SY $5.00 $262,800.00 Paid by SSA Bituminous Material(Prime Coal)MC30 15,768 SY $1.00 $15,768.00 Paid by SSA Bituminous Binder Course 2.5" 52,560 SY $3.75 $197,100.00 Paid by SSA Clean and Tack 52,560 SY $0.20 $10,512.00 Paid by SSA Bituminous Surface Course 1.5" 52,560 SY $2.65 $139,284.00 Paid by SSA $1,037,667.44 8 Landscaping Parkway Trees 340 EA $350.00 $119,000.00 0 $0.00 0% $119,000.00 Parkway Sod 50,749 SY $2.45 $124,335.05 0 $0.00 0% $124,335.05 Wetland Plantings 1 LS $85,105.70 $85,105.70 0.85 $72,339.85 85% $12,765.86 Wetland Management&Monitoring 1 LS $19,700.00 $19,700.00 0 $0.00 0% $19,700.00 Route 47 Entrance Landscaping 1 LS $74,110.00 $74,110.00 0.93 $68,922.30 93% $5,187.70 Route 47 Landscape Buffer 1 LS $44,270.00 $44,270.00 0.82 $36,301.40 82% $7,968.60 Cul-de-sac Islands 1 LS $3,400.00 $3,400.00 0 $0.00 0% $3,400.00 Buffer: Lots 94-98 1 LS $13,260.00 $13,260.00 0 $0.00 0% $13,260.00 Lot E Retention Pond 1 LS $17,790.00 $17,790.00 1 $17,790.00 100% $0.00 Lot F Retention Pond 1 LS $17,530.00 $17,530.00 1 - $17,530.00 100% $0.00 Park Site 1 LS $21,940.00 $21,940.00 0 $0.00 0% $21,940.00 TOTAL: $540,440.75 $212,883.55 $327,557.21 9 Misc.Improvements Bike Path: Aggregate Base Course 8"&Bituminous Surface Course 1 LS $27,750.00 $27,750.00 1 I $27,750.00 I 100% I $0.00 Bike Path: CREDIT-Village pays for 50% 1 LS -$13,875.00 -$13,875.00 0 $0.00 0% -$13,875.00 Public Walk 32,720 LF $15.00 $490,800.00 Paid by SSA Street Signs 1 LS $8,000.00 $8,000.00 0 80.00 0% $8,000.00 Street Lights 59 EA $2,500.00 $147,500.00 6 $15,000.00 10% $132,500.00 Utility Sleeves-4"PVC 1,024 LF $15.00 $15,360.00 1,024 $15,360.00 100% $0.00 $675,535.00 $58,110.00 $126,625.00 Page 3 of 4 CODE IDESCRIPTION I QUANTITY I UNIT I UNIT PRICE I TOTAL QUANTITY TOTAL SUMMARY COMPLETE COMPLETE %COMPLETE TOTAL REMAINING Earthwork,Tree Removal,Soil Erosion&Sedimentation Control 1 Improvements $49,761.00 $49,761.00 $0.00 2 Sanitary Sewer: On-Site $886,114.30 Paid by SSA 3 Sanitary Sewer: ComEd Easement $460,172.80 $460,172.80 $0.00 4 Watermain: On-Site $945,728.20 Paid by SSA 5 Watermain: Route 47 $168,845.30 $168,845.30 $0.00 6 Storm Sewer: On-Site $1,072,647.70 Paid by SSA 7 Roadway Construction $1,037,667.44 Paid by SSA 8 Landscaping $540,440.75 $212,883.55 $327,557.21 9 Misc.Improvements $675,535.00 _ $58,110.00 $126,625.00 TOTAL COST OF IMPROVEMENTS: $5,836,912.49 $949,772.65 $454,182.21 MINUS AMOUNT PAID BY SSA PROCEEDS: $4,783,527.00 IMPROVEMENT COST ABOVE SSA: $1,053,385.49 PLUS 10%CONTINGENCY: $105,338.55 ORIGINAL BOND AMOUNT: $1,158,724.04 TOTAL REMAINING: $454,182.21 PLUS ORIGINAL 10%CONTINGENCY: $105,338.55 REDUCED BOND AMOUNT: $559,520.75 • Page 4 o14 01/04/2005 13: 45 FAX 630 553 5764 DANIEL J. KRAMER 1001/004 LAW OFFICES OF Daniel J. Kramer 1107A SOUTH BRIDGE STREET DANIEL J. KRAMER YORKVILLE, ILLINOIS 60560 JILL K. KONEN (630)553-9500 KELLY A.KRAMER Fax: (630)553-5764 FAX COVER SHEET DATE: January 4, 2005 TO: Liz RE: Fireworks for tonights COW Agenda NO: 553,7575 FROM: Kelly Kramer NUMBER OF PAGES (INCLUDING THIS PAGE): COMMENTS: THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS ATTORNEY PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF THE READER OF THIS MESSAGE IS NOT THE INTENDED RECIPIENT,YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION,DISTRIBUTION OR COPYING OF THIS COMMUNICATION 15 STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR,PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE AND RETURN THIS ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE UNITED STATES POSTAL SERVICE. THANK YOU. IF YOU DO NOT RECEIVE ALL PACES, PLEASE CALL (630) 553-9500 FOR YOUR CONVENIENCE IN TRANSMITTING TO US, OUR FAX NUMBER IS: (630) 553-5764 01/04/2005 13 45 FAX 630 553 5764 DANIEL J. KRAMER a 002/004 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE NO, AN ORDINANCE AMENDING TITLE 8 OF THE UNITED CITY OF YORKVILLE CITY CODE TO PROHIBIT THE SALE OF FIREWORKS WITHIN THE UNITED CITY OF YORKVILLE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS: WHEREAS, the Mayor and City council of the United City of Yorkville, upon the recommendation and request of various members of the community, have considered the health and safety effects of the sale of any type of fireworks within the corporate limits of the UNITED CITY OF YORKVILLE: and WHEREAS, the Mayor and City Council have found that the sale of any type of fireworks creates a substantial safety hazard for the risk of injury to the persons living in the City, and real and personal property located within the City, as well as a degradation of air quality, and generally promotes an unhealthy discharge of smoke throughout the City; and WHEREAS, sale of fireworks of any type has a direct damaging impact on the safety and health of the people of the UNITED CITY OF YORKVILLE; NOW THEREFORE, the Mayor and the City Council of the UNITED CITY OF YORKVILLE, upon motion duly made, seconded and approved, hereby amend Title 8 of the United City of Yorkville City Code to prohibit the Sale of Fireworks, as defined below, within the City boundaries: 1. It shall be unlawful for any person as defined in Chapter 3, Section 1-3-2 of the United City of Yorkville Code, including but not limited to any individual, business, corporation or manufacture to distribute or offer for sale any composition or device for the purpose of producing a visible or an audible effect for entertainment purposes by combustion, deflagration, or detonation that meets the definition of 1.4G firework or 1.3G firework as set forth herein and defined by the International Fire Code Section 3302. a. A 1.4G firework is defined as a small firework device containing restrictive amounts of pyrotechnic composition designed primarily to produce visible or audible effects by combustion. 1.40 fireworks which comply with the construction,chemical composition, and labeling regulations of the DOTn for Fireworks, UN0336, and the U.S. Consumer Product Safety Commission as 01/04/2005 13 45 FAX 630 553 5764 DANIEL J. KRAMER Z003/004 set forth in CPSC 16 CFR: Parts 1500 and 1507, and not explosive materials for the purposes of this code. b. A 1.3 firework is defined as a large firework devise, which are explosive materials, intended for use in fireworks displays and designed to produce audible or visible effects by combustion, deflagration, or detonation. Such 1.3G fireworks include,but are not limited to, firecrackers containing more than 130 milligrams (2 grains) of explosive composition, aerial shells containing more than 40 grams of pyrotechnic composition, and other display pieces which exceed the limits for classification as 1.4G firework. 2. Penalty: If a violation of any of the provisions of this subsection occurs, the City shall issue a citation to the offender and the charging officer shall immediately confiscate the fireworks for evidentiary purposes. The City must then file a complaint against the offender requesting the imposition of a fine against the violator in the amount of one hundred dollars($100.00). If any person is found in violation of the subsequent for a second or subsequent time the City may seek to have the Court fine the violator five hundred dollars ($500.00) and the City shall again be entitled to confiscate the fireworks for evidentiary purposes and file a complaint against the offender. REPEALER: All ordinances or parts of ordinances conflicting with any of the provisions of this ordinance shall be and the same are hereby repealed. SEVERABILITY: 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 portions hereof. EFFECTIVE DATE: This ordinance shall be in effect from and after its passage, approval and publication in pamphlet form as provided by law, IN WITNESS WHEREOF, this Ordinance has been enacted this day of , 2004. PAUL JAMES MARTY MUNNS RICHARD STICKA WANDA OHARE VALERIE BURD ROSE SPEARS LARRY KOT JOSEPH BESCO 2 01/04/2005 13 45 FAX 630 553 5764 DANIEL J. KRAMER [6004/004 APPROVED by me, as Mayor of the United City of Yorkville,Kendall County, Illinois, this day of ,A.D, 2004. MAYOR PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2004. Attest: CITY CLERK This Document Prepared by: Law Offices of Daniel J. Kramer 1107A South Bridge Street Yorkville, Illinois 60560 630-553-9500 3 12/14/2004 11 23 FAX 630 553 5764 DANIEL J. KRAMER a 002/004 '1 / STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE NO. AN ORDINANCE AMENDING TITLE 8 OF THE UNITED CITY OF YORKVILLE CITY CODE TO PROHIBIT THE SALE OF FIREWORKS WITHIN THE UNITED CITY OF YORKVILLE BE IT ORDAINED BY THE CITY COUNCIL OF THE UNITED CITY OF YORKVLLLE, KENDALL COUNTY, ILLINOIS: WHEREAS,the Mayor and City council of the United City of Yorkville, upon the recommendation and request of various members of the community,have considered the health and safety effects of the sale of any type of fireworks within the corporate limits of the UNITED CITY OF YORKVILLE: and WHEREAS, the Mayor and City Council have found that the sale of any type of fireworks creates a substantial safety hazard for the risk of injury to the persons living in the City, and real and personal property located within the City, as well as a degradation of air quality, and generally promotes an unhealthy discharge of smoke throughout the City; and WHEREAS, sale of fireworks of any type has a direct damaging impact on the safety and health of the people of the UNITED CITY OF YORKVILLE; NOW THEREFORE, the Mayor and the City Council of the UNITED CITY OF YORKVILLE,upon motion duly made, seconded and approved,hereby amend Title 8 of the United City of Yorkville City Code to prohibit the Sale of Fireworks, as defined below,within the City boundaries: 1. It shall be unlawful for any person as defined in Chapter 3, Section 1-3-2 of the United City of Yorkville Code,including but not limited to any individual, business, corporation or manufacture to distribute or offer for sale any composition or device for the purpose of producing a visible or an audible effect for entertainment purposes by combustion, deflagration, or detonation that meets the definition of 1.4G firework or 1.3G firework as set forth herein and defined by the International Fire Code Section 3302. a. A 1.4G firework is defined as a small firework device containing restrictive amounts of pyrotechnic composition designed primarily to produce visible or audible effects by combustion. 1.4G fireworks which comply with the construction, chemical composition, and labeling regulations of the DOTn for Fireworks, UN0336, and the U.S.Consumer Product Safety Commission as 12/14/2004 11 23 FAX 630 553 5764 DANIEL J. KRAMER Z003/004 set forth in CPSC 16 CFR: Parts 1500 and 1507, and not explosive materials for the purposes of this code. b. A 1.3 firework is defined as a large firework devise, which are explosive materials, intended for use in fireworks displays and designed to produce audible or visible effects by combustion,deflagration, or detonation. Such 1.3G fireworks include,but are not limited to, firecrackers containing more than 130 milligrams(2 grains)of explosive composition, aerial shells containing more than 40 grams of pyrotechnic composition, and other display pieces which exceed the limits for classification as 1.4G firework. 2. Penalty: If a violation of any of the provisions of this subsection occurs, the City shall issue a citation to the offender and the charging officer shall immediately confiscate the fireworks for evidentiary purposes. The City must then file a complaint against the Court impose a fine against the violator in the amount of one hundred dollars ($100.00). If any person is found in violation of the subsequent for a second or subsequent time the City may seek to have the Court fine the violator five hundred dollars ($500.00) and the City shall again be entitled to confiscate the fireworks for evidentiary purposes. REPEALER: All ordinances or parts of ordinances conflicting with any of the provisions of this ordinance shall be and the same are hereby repealed. SEVERABILITY: 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 portions hereof. EFFECTIVE DATE: This ordinance shall be in effect from and after its passage, approval and publication in pamphlet form as provided by law. IN WITNESS WHEREOF,this Ordinance has been enacted this day of , 2004. PAUL JAMES MARTY MUNNS RICHARD STICKA WANDA OHARE VALERIE BURR ROSE SPEARS LARRY KOT JOSEPH BESCO 2 12/14/2004 11 .23 FAX 630 553 5764 DANIEL J. KRAMER 2004/004 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of ,A.D. 2004. MAYOR PASSED by the City Council of the United City of Yorkville,Kendall County, Illinois this day of ,A.D. 2004. Attest; CITY CLERK This Document Prepared by: Law Offices of Daniel J. Kramer 1107A South Bridge Street Yorkville, Illinois 60560 630-553-9500 3 p ., ,Ct,O co.). o.1% Yorkville Police Department Memorandum 3. T-,- 804 Game Farm Road EST. ,° 1836 Yorkville, Illinois 60560 ei -�-� Telephone: 630-553-4340 p� I D O Fax: 630-553-1141 cove. i 41E ,N,‘, Date: September 3, 2004 To: Larry Kot Public Safety Chairman From: Chief Harold Martin Reference: Supervisor's Position t Larry, I am requesting for us to look at a Sergeants position for the Detective Division. I would like to be able to make this position effective April 1, 2005. I will be putting together our Detective Division beginning February 2005. We will have two Detectives, one that will work Monday through Friday 1400-2200 hrs, and the other one will work Tuesday through Saturday 0900-1700 hrs. I will look at putting in a request for fiscal 2005/2006 for a total of 4 new Police Officers. We are looking at a population of approximately 12,000 people by the end of fiscal 2005/2006. With our current projection of 1 officer per 400 citizens we would need 30 full-time officers. We currently have 23 full-time officers. I am asking for 4 more full-time officers which would put us at 27 full-time officers. The following shows how these officers will be disbursed: Patrol Patrol Patrol Patrol Squad A Squad B Squad C Squad D Sergeant Sergeant Sergeant Sergeant (3) Officers (3) Officers (3) Officers (3) Officers Squad E (11-9) Squad F (Investigations) Squad X Patrol Sergeants Sergeant Sergeant (2) Officers (2) Officers (3) Officers As you can see the Patrol Division will have four shifts/Squads which contain a total of one Sergeant and three Patrol Officers. The two late shift Sergeants will be in charge of Squad E (the K-9s) as Squad E will be working opposite shifts (1400-0200hrs.). Squad X has a Sergeant as well as two School Resource Officers, and the C.P.A.T. Officer; he is also in charge of the five Part-Time Officers. This leaves the Lieutenant and me. The Patrol Sergeants will have a span of supervision of no more than five Officers each. The Detective Sergeant would be able to supervise up to five Detectives. Squad X Sergeant will have a span of control of up to five total Officers. By arranging the Police Department in this way we would be able to maintain the current Sergeants, and add one to the Detectives Division. We would not have to have another Sergeants position until we reach 34 employees. I would also be requesting another Lieutenant's position towards the end of the 2005/2006 fiscal year (possibly January 2006). This would be of great assistance to me and Lieutenant Schwartzkopf as we are in need of assistance. I would be able to have one Lieutenant in charge of Operations and one in charge of Administration. Per Northwestern University the span of supervision should be from 3 to 4.5 employees. ;INVAIM II I �`�EO Cir o United City of Yorkville Memo 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 ® 4o� L —Is- `0 Fax: 630-553-7575 /� Kende County �.+. Date: December 29, 2004 To: Mayor& City Council u1 From: Traci Pleckham—Finance Director r CC: Tony Graff—City Administrator Subject: Office Workstation quotes Upon review of various options for the City Hall office space with the Mayor, City Administrator and staff, attached please find drawings and three quotes for the reconfiguration of the center City Adminstration office area. This reconfiguration will allow for 6 workstations (currently 4) to accommodate for the new Community Relations Manager and part time IT position. There will also be one additional workstation available for a future position. The quotes are as follows (including delivery & installation): Remanufactured Systems Inc. Office Furniture Office Supply Outlet Solutions Used As-is Remanufactured— Used Refab panels/new (Refab) worksurfaces &peds $6,530 $9,800 $8,480 $12,994 The above quotes do not include re-wiring of electric or phones. Remanufactured Systems Inc. has the lowest bid and I would recommend the Used as-is quote of$6,530. In speaking with the vendor, Remanufactured Systems Inc. is also willing to give the City credit for our existing panel systems should we no longer have use for them. The Revised 2004-2005 Budget currently has $8,000 available in the Office Equipment line item. \ . ... ...... / WO MAI WII WO 1................) 1._._._,C1:0............=1 ...- 1 . 1 , 0 . . 7 x 8 o - 1 ___1 11• .. 0 ..., o 0 .1 um 00 1 GI an ICI ' I .11 1 . O 0 1 I O 0 } .61 WM Mai tau mat ' 0 0 I } Mona 0 0 1 .... ... ...1 Wd. lb ...1 1 .44 0 0 Mil WM IANI 1 ..... 1 1 I I ri ILA_ lArijfift DEC-16-04 THU 17: 10 RELOCATION SERVICES FAX NO, 6309780830 P. 02 • JOB ESTIMATE REMANUFACTURED SYSTEMS INC. 325 S. UNION AURORA, IL 60505 630-978-0800 630-978-0830 FACSIMILE Date:12/16/04 Job Number 42189 UNITED CITY OF YORKVILLE 800 GAME FARM RD. YORKVILLE, IL. 60560 630-553-8534 630-553-7575 FACSIMILE# ATM: TRACI PLECKHAM We are pleased to submit the following cost estimate: • Job Description: USED AS-IS PANELS FOR COMMON AREA OF OFFICE MATERIALS QUANTITY DESCRIPTION PRICE TOTAL 6 7 X 7"A"GRADE PANEL SYSTEM USED AS-IS TO INCLUDE $980.00 5,880.00 2-WORKSURFACES,2-36"BINDER BINS,2-24"DEEP PEDESTALS, ALL PANELS AND HARDWARE TO DUPLICATE DRAWING 1 DELIVERY AND INSTALLATION 650.00 J TAX EXEMPT 50% DEPOSIT REQUIRED TO INITATE ORDER 6,530.00, DEC-16-04 THU 17: 11 RELOCATION SERVICES FAX NO. 6309780830 P. 03 JOB ESTIMATE REMANUFACTURED SYSTEMS INC. 325 S. UNION AURORA, IL 60505 630-978-0800 630-978-0830 FACSIMILE Date:12/16/04 Job Number: 42169 UN/TED CITY OF YORKVILLE 800 GAME FARM RD. YORKVILLE,IL 60560 630-553-8534 630-553-7575 FACSIMILE# ATTN:TRACI PLECKHAM We are pleased to submit the following cost estimate: Job Description: REMANUFACTURED PANELS FOR COMMON AREAOF OFFICE MATERIALS QUANTITY DESCRIPTION PRICE TOTAL 6 7 X 7"A"GRADE PANEL SYSTEM REMANUFACTURED TO INCLUDE $1,525.00 9,150.00 2 WORKSURFACES,2-36"BINDER BINS,2-24"DEEP PEDESTALS, ALL PANELS AND HARDWARE TO DUPLICATE DRAWING I,DELIVERY AND INSTALLATION 650.00 TAX EXEMPT 50% DEPOSIT REQUIRED TO INITATE ORDER 9,800.00 Of„Ge QUOTATION Furniture Solutions COMPANY: UNITED CITY OF YORKVILLE 1060E Ogden Av. PROJECT: PANEL SYSTEM (6 STATIONS) Naperville, IL 60563 PH 630-357-5600 ADDRESS: 800 CAME FARM ROAD FX 630-357-5625 vvww ofs.msCITY, S'f, ZIP: YORKVII,LE, .f T.. 60560 TO: JULIE PHONE: 630-553-4.350 FAX: 630-553-7575 FROM: NOB AHLGREN DATE: 12 22 04 CITY DESCRIPTION UNIT PRICE TOTAL STEELCASE SYSTEM LIGHT CRAY FRAME/GRAY AND TAN FABRIC CREME COLORED WORKSIIRIrACF.S _ t b USED 6642 PANELS 14 6636 15 6624 2 6648 2 4236 6 2472 WORKSURFACES 6 2460 1 1272 TRANSACTION TOP 12 36" BINDER BINS 6 FiC)XtiOX,FILE 6 FILE,1'LLE 15 CANTILEVER BRACKET SETS SUBTOTAL. 7297.00 H► ,IlildE, HERE IS A QUOTE FOR THE PANEL SYSTEM LAYOUT YOU TAX TE FAXED ME YESTERDAY. THIS IS AN A—GRADE STEELCASE 583/600 'DELY.JINST. 1183.00 SYSTEM THAT IS IN VERY NICE CONDITION AND NEUTRAT. COLORS. LET ME KNOW 11, SOME OTHER COLOR. MTGICI' i TOTAL 8480.00 MORE DESIKARI,E. PREPAYMENT _ THANKS, BOB BALANCE DUE TERMS AND CONDITIONS: Prices aro in effect for 30 days from dale of quotation.Minimum 50%prepayment is required to place your order.Balance is duo upon delivery. Special orders require payment in lull when order is placed.All sales are final,Customer agrees to the above specifications, terms and conditions. SIGNATURE — DATE T abvel SZ95-LS£-0£9 oTgnjos e�ngTu.zn3 e0T330 91:91 1700Z'ZZ DSQ 12/21/2004 15:03 FAX 630 844 1230 OFFICE SUPPLY OUTLET a001 OFFICE SUPPLY OUTLET Furniture - New - Used --__.:,1--. :__„, , ,.: .7 ; L ,7.. %(;;I:.;4 V.,'i-:I%7: 7.,;ki':,,...-::..., .•... 30 South River Street Aurora, IL 60506 --,.- ' -,-,--,.1„,:Trt.7.,,,;;.. ;4, -•'-- • / 7 -a2./-0t/ '3 ...i.-,.,,,,,,-4-,,,,---,,,--:-.--,..- Ph. (630)844-1112 - Fax 844-120 , / . "N •1 o , i ..: •;.d..4 i i c:r./1.4.rie T AfeAf 2-- T 0 0 . -,i OUST. ORDER NO. DATE SHIPPED SHIPPED VIA TERMS SALESMAN F.O.B. 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