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Committee of the Whole Packet 2004 04-20-04 ,`V21 Co.p United City of Yorkville County Seat of Kendall County EST. �`' 1836 800 Game Farm Road IIUYorkville,Illinois 60560 560 O� L 0 Phone:630-553-4350 «. : v= Fax:630-553-7575f`4LE N\' AGENDA COMMITTEE OF THE WHOLE Tuesday, April 20, 2004 7:00 PM City Conference Room Public Hearing: None Presentations: 1. Fine Arts Presentation by Sue Vos Detail Board Report (Bill List): Items Recommended by Committee for Consent Agenda: 1. None Mayor: 1. Ordinance Amending Land Cash Ordinance 96-3 and 2003-12 2. Library Request for Referendum 3. Schoppe Design Association Amendment to Professional Services Agreement 4. Resolution in Support of Illinois Tourism Industry Economic Development Committee: 1. PC 2001-06 Grande Reserve Final Plats 5, 7 & 8 — EDC 4/19/04 2. PC 2001-16 Fox Hill Amendment to PUD Agreement—EDC 3/18/04 , 3. PC 2004-03 Rob Roy Falls — Concept Plan—PlanComm 4/14/04 4. PC 2004-04 Villas at the Preserve — Concept Plan— PlanComm 4/14/04 5. Building Permit Report for February 2004 —EDC 3/18/04 Park Board: 1. Park, Gazebo, and Shelter Reservation Policy — COW 3/16/04 & PKBD 3/8/04 Page 2 Committee of the Whole April 20, 2004 Public Works Committee: 1. Ordinance Amending Water Conservation Ordinance 2004-17 2. Proposed Subdivision Control Ordinance — Request for Public Hearing— COW 2/17/04 & PW 1/26/04 3. Proposed Wetland Protection Ordinance — Request for Public Hearing — PW 2/23/04 Public Safety Committee: 1. No Report Administration Committee: 1. Records Disposal Service Quotes — Admin 4/8/04 2. Health Insurance Renewal — Admin 4/8/04 Executive Session: 1. The purchase or lease of real property for the use of the public body, including meetings held for the purpose of discussing whether a particular parcel should be acquired. 2. The appointment, employment, compensation, discipline, performance, or dismissal of specific employees of the public body or legal counsel for the public body, including hearing testimony on a complaint lodged against an employee of the public body or against legal counsel for the public body to determine its validity. Additional Business: DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 1 [IME: 10:46:50 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM JENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT \ATC AURORA AREA TOURISM COUNCIL FEBSUPER8 04/15/04 01 FEBRUARY SUPER 8 0111065005844 04/27/04 1,275.42 INVOICE TOTAL: 1,275.42 VENDOR TOTAL: 1,275.42 VIRRIDE AIR RIDE TECHNOLOGIES 49726 03/30/04 01 DARE CAR-BIG RED, SHOCKS, KITS 0121062005409 00302530 04/27/04 875.00 INVOICE TOTAL: 875.00 VENDOR TOTAL: 875.00 UMCIVENG AMERICAN SOCIETY OF CIVIL ENG 3730689 03/26/04 01 PROTECT & RESTORATION BOOK S/H 0115064005616 04/27/04 4.00 INVOICE TOTAL: 4.00 VENDOR TOTAL: 4.00 \MOCO BP AMOCO OIL COMPANY 5902007656404 04/09/04 01 POLICE DEPT GASOLINE CHARGES 0121065005812 04/27/04 3,004.94 INVOICE TOTAL: 3,004 .94 5902009801404 04/09/04 01 GASOLINE CHARGES 5100065005812 04/27/04 1, 687.51 INVOICE TOTAL: 1, 687.51 VENDOR TOTAL: 4, 692.45 \QUAFIX AQUAFIX, INC. 590 04/10/04 01 BIO STIMULANTS & VITAMINS 5200065005823 04/27/04 457.64 INVOICE TOTAL: 457.64 VENDOR TOTAL: 457. 64 kROLAB ARRO LABORATORY, INC. 32245 04/06/04 01 67 WATER SAMPLES 5100065005822 00201778 04/27/04 839.00 INVOICE TOTAL: 839.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 2 LIME: 10:46:51 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT kROLAB ARRO LABORATORY, INC. 32259 04/12/04 01 20 COLIFORM SAMPLES 5100065005822 04/27/04 200.00 INVOICE TOTAL: 200.00 VENDOR TOTAL: 1,039.00 ROWUNI ARROW UNIFORM RENTAL 03-343140 03/01/04 01 FLOOR MAT MAINTENANCE 1600075007203 04/27/04 26.40 INVOICE TOTAL: 26.40 03-346123 03/08/04 01 FLOOR MAT MAINTENANCE 1600075007203 04/27/04 26.40 INVOICE TOTAL: 26.40 03-349114 03/15/04 01 FLOOR MAT MAINTENANCE 1600075007203 04/27/04 26.40 INVOICE TOTAL: 26.40 03-352036 03/22/04 01 FLOOR MAT MAINTENANCE 1600075007203 04/27/04 26.40 INVOICE TOTAL: 26.40 03-355032 03/29/04 01 FLOOR MAT MAINTENANCE 1600075007203 04/27/04 28.00 INVOICE TOTAL: 28.00 03-358032 04/05/04 01 FLOOR MAT MAINTENANCE 1600075007203 04/27/04 30.00 INVOICE TOTAL: 30.00 03361056 04/12/04 01 MAT RENTAL 1600075007203 04/27/04 30.00 INVOICE TOTAL: 30.00 298624PD 03/31/04 01 BALANCE DUE TWO INVOICES 1600075007203 04/27/04 1.81 INVOICE TOTAL: 1.81 VENDOR TOTAL: 195.41 \SOCTECH ASSOCIATED TECHNICAL SERVICES 13872 04/09/04 01 312 E ORANGE ST- LEAK 5100065005804 00201779 04/27/04 500.00 INVOICE TOTAL: 500.00 VENDOR TOTAL: 500.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 3 LIME: 10:46:51 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT \TLAS ATLAS BOBCAT B86249 03/18/04 01 ELECTRICAL CONNECTOR KIT 0141062005408 00201860 04/27/04 196.05 INVOICE TOTAL: 196.05 VENDOR TOTAL: 196.05 &TT AT&T 031304 03/13/04 01 TELEPHONE SERVICES 0111062005436 04/27/04 33.94 02 TELEPHONE SERVICES 0121062005436 33.94 03 TELEPHONE SERVICES 5100062005436 33.94 INVOICE TOTAL: 101.82 032404 03/24/04 01 4350 MONTHLY TELEPHONE SVC 0111062005436 04/27/04 98.49 02 4350 MONTHLY TELEPHONE SVC 0121062005436 98.50 03 4350 MONTHLY TELEPHONE SVC 5100062005436 98.50 INVOICE TOTAL: 295.49 032504TEL 03/25/04 01 5670 MONTHLY TELEPHONE SVC 0111062005436 04/27/04 9.72 02 56070 MONTHLY TELEPHONE SVC 0121062005436 9.72 03 5670 MONTHLY TELEPHONE SVC 5100062005436 9.72 INVOICE TOTAL: 29.16 VENDOR TOTAL: 426.47 &UTOSP AUTOMOTIVE SPECIALTIES, INC. 041504PW 04/15/04 01 REPAIR LEFT FRONT FENDER 0141062005409 00201851 04/27/04 922.45 02 REPAIR F150 0141062005408 954.62 INVOICE TOTAL: 1,877.07 VENDOR TOTAL: 1,877.07 3ANKONE CARDMEMBER SERVICES 050204PD 04/07/04 01 J. HELLAND SRO CLASS IN AZ 0121064005605 04/27/04 256.70 02 DON CONFERENCE REGISTRATION 0121064005604 250.00 03 WIU MACOMB IL 0121065005804 79.34 )ATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 4 LIME: 10:46:51 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM 7ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT 3ANKONE CARDMEMBER SERVICES 050204PD 04/07/04 04 DIGITAL CAMERA FOR SQUAD 0121065005804 04/27/04 258.13 05 2 PALMS FOR SRO'S 0121065005804 321.38 INVOICE TOTAL: 1, 165.55 VENDOR TOTAL: 1, 165.55 3EHRD BEHRENS, DAVID 041304 04/13/04 01 VISION ASSISTANCE 0111050005205 04/27/04 380.91 INVOICE TOTAL: 380.91 VENDOR TOTAL: 380.91 3ROWNTRA BROWN TRAFFIC PRODUCTS 162438 03/23/04 01 TRAFFIC SIGNAL BULBS 0141062005414 00201859 04/27/04 401.05 INVOICE TOTAL: 401.05 VENDOR TOTAL: 401.05 :BI CB&I 041304ENG 04/13/04 01 S. WATER TANK PAY EST. #2 4100061005408 04/13/04 291,001.37 INVOICE TOTAL: 291,001.37 VENDOR TOTAL: 291, 001.37 :ENLIME CENTRAL LIMESTONE COMPANY, INC 231 03/31/04 01 29.85 TONS CA-6 STONE 5200065005817 00201858 04/27/04 113.43 INVOICE TOTAL: 113.43 VENDOR TOTAL: 113.43 :ERNEKEE CERNEKEE, PATRICIA 032404 03/24/04 01 DENTAL ASSISTANCE 0111050005205 04/27/04 120.00 INVOICE TOTAL: 120.00 VENDOR TOTAL: 120.00 )ATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 5 PINE: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM 7ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT :INTAS CINTAS FIRST AID & SAFETY 0343211047 04/14/04 01 1ST AID CABINET REFILLS 0111065005804 04/27/04 80.24 INVOICE TOTAL: 80.24 VENDOR TOTAL: 80.24 :'OMDIR COMMUNICATIONS DIRECT INC 68835 03/26/04 01 2 REMOTE MICS, 2 BATTERIES 0121062005408 00302511 04/27/04 292.00 INVOICE TOTAL: 292.00 VENDOR TOTAL: 292.00 ;OMED COMMONWEALTH EDISON 030304PARKS 03/03/04 01 133 E. HYDRAULIC ST ELECTRIC 1600075007200 04/27/04 138.85 INVOICE TOTAL: 138.85 031804 04/15/04 01 CONCESSION STAND ELECTRICITY 1600075007200 04/27/04 117.30 INVOICE TOTAL: 117.30 031804PR 03/03/04 01 BEECHER COMM. PARK 1600075007200 04/27/04 13.45 INVOICE TOTAL: 13.45 041204 04/12/04 01 133 E HYDRAULIC ELECTRICITY 0141062005435 04/27/04 584. 96 INVOICE TOTAL: 584.96 041504PW 04/15/04 01 STREET LIGHTING 0141062005435 00201862 04/27/04 3,891.37 02 WELL PUMPING 5100062005435 7, 163.42 INVOICE TOTAL: 11,054.79 VENDOR TOTAL: 11, 909.35 ;OYPETTY CITY OF YORKVILLE PETTY CASH 041604CTY 04/16/04 01 WATER LIEN RELEASE 5100062005421 04/27/04 21.00 02 APP. DINNER SUPP, MYR BKFST 0111064005607 57.72 03 COPIES, RECORDER 0115065005809 3.50 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 6 [IME: 10:46:51 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DOYPETTY CITY OF YORKVILLE PETTY CASH 041604CTY 04/16/04 04 PARKING REIMBURSEMENT 5200064005604 04/27/04 25.00 05 AREAL MAPS 0122065005809 40.00 06 SEMINAR-LUNCHES 0141064005604 46.76 07 FLASHLIGHT 5100065005804 4.58 INVOICE TOTAL: 198.56 VENDOR TOTAL: 198.56 DSIDEVET COUNTRYSIDE VETERINARY CLINIC 040104PD 04/01/04 01 UJUMBO OF KRAKS BEAUTY 0121065005804 04/27/04 48.86 INVOICE TOTAL: 48.86 VENDOR TOTAL: 48.86 DELAND DELANEY, DAVID 041604 04/16/04 01 DENTAL ASSISTANCE 0111050005205 04/27/04 518.00 INVOICE TOTAL: 518.00 VENDOR TOTAL: 518.00 DELUXE DELUXE BUSINESS CHECKS 14241969 03/22/04 01 HYDRAULIC PROJ CHECK ORDER 0111065005809 04/27/04 31.48 02 COUNTRYSIDE PROJ CK ORDER 0111065005809 31.48 INVOICE TOTAL: 62.96 VENDOR TOTAL: 62.96 DEPO DEPO COURT REPORTING SERVICE 10854 03/26/04 01 PLAN COMM PUBLIC HEARING 0122062005401 04/27/04 263.90 INVOICE TOTAL: 263.90 VENDOR TOTAL: 263.90 DIEDERR DIEDERICH, RON 041304 04/13/04 01 NORTHWOOD UNIV TUITION REIMS 0121064005608 04/27/04 760.00 INVOICE TOTAL: 760.00 VENDOR TOTAL: 760.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 7 DIME: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM DENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DOMEST DOMESTIC UNIFORM RENTAL 041504PW 04/15/04 01 PUB WORKS UNIFORM RENTALS 5100062005421 00201867 04/27/04 753.36 INVOICE TOTAL: 753.36 VENDOR TOTAL: 753.36 DRILLERS DRILLERS SERVICE OF IL, LLC. 03104PW 03/31/04 01 QTY 20 PIPE 5100065005812 00201780 04/27/04 10.33 INVOICE TOTAL: 10.33 VENDOR TOTAL: 10.33 DASYLINK EASYLINK SERVICES CORP. 06831130404 03/31/04 01 AMBER ALERT 0121062005436 00302534 04/27/04 8. 69 INVOICE TOTAL: 8.69 VENDOR TOTAL: 8.69 'DE1 ENGINEERING ENTERPRISES, INC. 28540 03/31/04 01 IEPA PWS LOAN PROGRAM DOCS 4100061005401 04/27/04 1,761.00 INVOICE TOTAL: 1,761.00 28541 03/31/04 01 A.2-ROUTE 47 WATERMAIN 4100075007504 04/27/04 2, 198.91 INVOICE TOTAL: 2,198.91 28542 03/31/04 01 B.3-WELLS 3, 4 WM, KING ST. WM 4100061005410 04/27/04 11,083.10 INVOICE TOTAL: 11,083.10 28543 03/31/04 01 WESTBURY VILLAGE 0100013001372 04/27/04 4, 138.50 INVOICE TOTAL: 4, 138.50 28544 03/31/04 01 RADIUM VIOLATION RESPONSE 4100061005401 04/27/04 2,032.52 INVOICE TOTAL: 2, 032.52 28545 03/31/04 01 FOX HILL UNIT 7 0115062005401 04/27/04 111.00 INVOICE TOTAL: 111.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 8 [IME: 10:46:51 DETAIL BOARD REPORT [D: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ?EI ENGINEERING ENTERPRISES, INC. 28546 03/31/04 01 RAINTREE VILLAGE 0100013001372 04/27/04 2,835.00 INVOICE TOTAL: 2,835.00 28547 03/31/04 01 GRANDE RESERVE 0100013001372 04/27/04 18,300.00 INVOICE TOTAL: 18,300.00 28548 03/31/04 01 WHISPERING MEADOWS PROPERTY 0100013001372 04/27/04 1, 942.50 INVOICE TOTAL: 1, 942.50 28549 03/31/04 01 RUNGE PROPERTY 0100013001372 04/27/04 2,137.50 INVOICE TOTAL: 2,137.50 28550 03/31/04 01 SHALLOW WELL SITING ANALYSIS 4100061005401 04/27/04 135.00 INVOICE TOTAL: 135.00 28551 03/31/04 Ol B.2-STATE ST. FINISHED WATERMA 4100061005410 04/27/04 3,786.40 INVOICE TOTAL: 3, 786.40 28552 03/31/04 01 C.1- SO. WATER STORAGE TANK 4100061005410 04/27/04 1,705.70 INVOICE TOTAL: 1,705.70 28553 03/31/04 01 C.4- SOUTH BP/PRV STATION 4100061005410 04/27/04 1, 581.00 INVOICE TOTAL: 1,581.00 28554 03/31/04 01 C.5- SOUTH PRV STATION 4100061005410 04/27/04 1, 107.18 INVOICE TOTAL: 1, 107.18 28555 03/31/04 01 C.6- WELL 7 4100061005410 04/27/04 4,165.00 INVOICE TOTAL: 4,165.00 28556 03/31/04 01 C.7-WELL 7 TRTMT HOUSE, FACILI 4100061005410 04/27/04 8, 912.25 INVOICE TOTAL: 8, 912.25 28557 03/31/04 01 E.1-NE ELEV. WATER STORAGE TNK 0100013001372 04/27/04 11,720.00 INVOICE TOTAL: 11,720.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 9 LIME: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM ZENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT [EI ENGINEERING ENTERPRISES, INC. 28558 03/31/04 01 E.2-WELL 8 0100013001372 04/27/04 1, 435.00 INVOICE TOTAL: 1, 435.00 28559 03/31/04 01 E.4-WELLS 8, 9 HOUSE, TRTMT FAC 0100013001372 04/27/04 6,042.50 INVOICE TOTAL: 6,042.50 28560 03/31/04 01 CALEDONIA 0100013001372 04/27/04 2, 673.75 INVOICE TOTAL: 2, 673.75 28561 03/31/04 01 FAXON RD PLATS OF DEDICATION 0115062005401 04/27/04 3,367.50 INVOICE TOTAL: 3,367.50 28562 03/31/04 01 CITY OF YORKVILLE GENERAL SVCS 0115062005401 04/27/04 559.50 INVOICE TOTAL: 559.50 VENDOR TOTAL: 93,730.81 ELAN ELAN FINANCIAL SERVICES 040204MC 04/02/04 01 RAINBOW GROUP - PK SEMINAR 0100013001372 04/27/04 99.00 02 PD- SPRINGFIELD TRAINING MEAL 0121064005605 17.16 03 AOL SERVICE 0111062005436 23.90 04 CRACKER BARREL SPRINGFIELD 0121064005605 14 .13 05 SMOKEY BONES SPRINGFIELD 0121064005605 20.28 06 WALMART SPRINGFIELD 0121064005605 10.69 07 OFFICE DEPOT SPRINGFIELD 0121064005605 14.19 08 GET WELL BARKLEY 0111064005607 33.27 09 HP SUPPORT, WATER PRINTER ROLL 5100062005408 21.38 10 GET WELL- PLECKHAM 0111064005607 50.00 11 AOL SERVICE 5100062005436 23.90 12 CHILI'S BLOOMINGTON 5100064005605 43.67 13 CROWN PLAZA SPRINGFIELD 5100064005605 25.27 14 AOL SERVICE 0121062005436 23.90 15 CROWN PLAZA SPRINGFIELD-MOORE 5100064005605 336.60 16 CROWN PLAZA, SPRING. SORENSON 5100064005605 336.60 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 10 LIME: 10:46:51 DETAIL BOARD REPORT [D: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ELAN ELAN FINANCIAL SERVICES 040204MC 04/02/04 17 CHEDDARS SPRINGFIELD 0121064005605 04/27/04 26.73 18 STEVENSON INN SPRINGFIELD 0121064005605 172 .00 19 STEVENSON INN SPRINGFIELD 0121064005605 15.00 20 PRESENT A PLAQUE CORP. 0111064005607 173.26 21 U OF I PESTICIDE TRAINING PKS 0100013001372 60.00 22 HILTON HOTEL GRAND RAPIDS MICH 0100013001372 103.96 23 GET WELL OHARE 0111064005607 39.68 24 PIZZA HUT SPRINGFIELD 0121064005605 16.48 25 AUCTION PYMT, ENG. DIG CAMERAS 0115065005801 233.46 26 AUCTION PYMT, ENG. CAMERA DOCK 0115065005801 70.73 27 IL BASKETBALL ACADEMY, REC DEP 0100013001372 250.00 28 AOL SERVICE 5100062005408 23.90 29 AOL SERVICE 0100013001372 23.90 30 STEVENSON INN SPRINGFIELD P.D. 0121064005605 172.00 31 FIELDHOUSE PIZZA SPRINGFIELD 0121064005605 18.31 32 LONE STAR SPRINGFIELD 0121064005605 19.24 INVOICE TOTAL: 2,512.59 VENDOR TOTAL: 2,512.59 [EDEXPRE FEDERAL EXPRESS 1-689-23826 04/08/04 01 POSTAGE FEES 0111065005808 04/27/04 21.19 INVOICE TOTAL: 21.19 VENDOR TOTAL: 21.19 'I RST FIRST PLACE RENTAL 000056PW 04/01/04 01 HAND TOOLS 5100065005815 00201868 04/27/04 129.37 INVOICE TOTAL: 129.37 VENDOR TOTAL: 129.37 [IRSTNON FIRST NONPROFIT UNEMPLOYEMENT 6779 04/15/04 01 2ND QTR 2004 0111050005202 04/27/04 2,210.25 INVOICE TOTAL: 2,210.25 VENDOR TOTAL: 2,210.25 )ATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 11 CINE: 10:46:51 DETAIL BOARD REPORT [D: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT [RIDDLES FRIDDLE, STACEY 040704 04/07/04 01 DENTAL ASSISTANCE 0111050005205 04/27/04 25.00 INVOICE TOTAL: 25.00 VENDOR TOTAL: 25.00 [VES FOX VALLEY FIRE & SAFETY 222868 03/22/04 01 YRLY INSPEC. FIRE EXTINGUISHER 5100075007004 00201855 04/27/04 388.35 INVOICE TOTAL: 388.35 VENDOR TOTAL: 388.35 [VTA FOX VALLEY TROPHY & AWARDS 18130 03/18/04 01 14 ENGRAVED BRASS PLATES 0121064005606 00302522 04/27/04 56.00 INVOICE TOTAL: 56.00 VENDOR TOTAL: 56.00 GALLS GALL'S INC. 5698983500014 03/20/04 01 CPR MASK, EZ JIMS, ROLATAPE 0121065005804 00302508 04/27/04 118.92 INVOICE TOTAL: 118.92 5700631100013 03/30/04 01 QTY 2-MK3 PEPPER SPRAYS 0121062005421 00302514 04/27/04 36.47 INVOICE TOTAL: 36.47 VENDOR TOTAL: 155.39 GILSONG GEORGE GILSON 033004PW 03/30/04 01 PLOW DMG, REPLACE MAILBOX 0141065005804 00201863 04/27/04 319.00 INVOICE TOTAL: 319.00 VENDOR TOTAL: 319.00 GRAINCO GRAINCO FS. , INC. 041504PW 04/15/04 01 FUEL TANK FILTERS, TIRE SVC 0141062005408 00201856 04/27/04 247.64 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 12 PINE: 10:46:51 DETAIL BOARD REPORT [D: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT 3RAINCO GRAINCO FS. , INC. 041504PW 04/15/04 02 FUEL 0141065005812 00201856 04/27/04 360.56 INVOICE TOTAL: 608.20 VENDOR TOTAL: 608.20 3ROESCHB GROESCH, BARRY 041404 04/14/04 01 VISION ASSISTANCE 0111050005205 04/27/04 95.00 INVOICE TOTAL: 95.00 0712-15PD 04/13/04 01 DARE SEMINAR REIMBURSEMENT 0121064005604 04/27/04 150.00 INVOICE TOTAL: 150.00 VENDOR TOTAL: 245.00 4ENNE HENNE CONSTRUCTION & ELECTRIC 25617 03/17/04 01 CK 3 ROOFTOP UNITS, FILTERS 1600075007200 00401559 04/27/04 130.00 INVOICE TOTAL: 130.00 VENDOR TOTAL: 130.00 iINKOMI MICHAEL J. HINKO 032904PD 03/29/04 01 3 DAYS FIREARM TRAINING, RENT 0121065005813 00302523 04/27/04 1,500.00 INVOICE TOTAL: 1,500.00 VENDOR TOTAL: 1,500.00 IOLSEPT HOLLEY SEPTIC SERVICE 1825 03/24/04 01 PUMP TANK AT PARKS @ REC 5200062005422 00201814 04/27/04 100.00 INVOICE TOTAL: 100.00 VENDOR TOTAL: 100.00 3OWELLC CLYDE HOWELL 041204PD 04/12/04 01 GUN RANGE FEES 0121064005610 04/27/04 350.00 INVOICE TOTAL: 350.00 VENDOR TOTAL: 350.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 13 LIME: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM JENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT [CCI INTERNATIONAL CODES 20040401 04/01/04 01 MARCH 2004 PERMITS 0111061005314 04/27/04 47, 185.60 INVOICE TOTAL: 47, 185.60 20040403 04/02/04 01 ZONING/PLANNING COORDINATOR 0122062005401 04/27/04 506.25 02 ZONING/PLANNING COORDINATOR 0100013001372 1,293.75 INVOICE TOTAL: 1,800.00 VENDOR TOTAL: 48, 985.60 CCE ICE MOUNTAIN 04C8105151347 03/31/04 01 SIX 5-GAL, FIVE 5-GAL WATERS 0121065005804 04/27/04 88 .25 INVOICE TOTAL: 88.25 VENDOR TOTAL: 88.25 [DEAPROS THE IDEA PROS 1504 03/05/04 01 46 CITIZEN POLICE SHIRTS- 50% 0121062005421 00302536 04/27/04 561.39 INVOICE TOTAL: 561.39 VENDOR TOTAL: 561.39 JEWEL JEWEL-OSCO 033104PD 03/31/04 01 DOG FOOD 0121065005804 04/27/04 14.99 INVOICE TOTAL: 14.99 033104PW 03/31/04 01 PUBLIC WORKS SUPPLIES 5100065005804 04/27/04 14 .98 INVOICE TOTAL: 14.98 VENDOR TOTAL: 29.97 JULIE JULIE, INC. 040104PW 04/01/04 01 MONTHLY JULIE BILL 5100061005303 00201866 04/27/04 458.20 INVOICE TOTAL: 458.20 VENDOR TOTAL: 458.20 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 14 CINE: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT <CACP KENDALL COUNTY ASSOCIATION 041604PD 04/16/04 01 SRT FEE 0121064005611 00302539 04/27/04 1,000.00 INVOICE TOTAL: 1,000.00 VENDOR TOTAL: 1,000.00 <CSWCD KENDALL COUNTY SWCD 012604 01/26/04 01 USGS GROUNDWATER PH1 STUDY 4100065005800 04/27/04 2, 900.00 INVOICE TOTAL: 2, 900.00 VENDOR TOTAL: 2, 900.00 <ELLYDEW KELLEY DEWATERING 1635304 04/12/04 01 METER DEPOSIT REFUND 5100078009005 04/27/04 310.00 INVOICE TOTAL: 310.00 VENDOR TOTAL: 310.00 <ENPR KENDALL PRINTING 11861 03/25/04 01 350 DARE PROGRAMS 0121064005606 00302520 04/27/04 154.00 INVOICE TOTAL: 154 .00 11882 04/01/04 01 2 SELF INK STAMPS 5100065005804 04/27/04 58.00 INVOICE TOTAL: 58.00 11891 04/01/04 01 1000 CONTACT CARDS 0121065005809 04/27/04 74.30 INVOICE TOTAL: 74 .30 11909 04/05/04 01 A. JELENIEWSKI BUSINESS CARDS 0121065005804 04/27/04 39.50 INVOICE TOTAL: 39.50 VENDOR TOTAL: 325.80 <FOA KATHLEEN FIELD ORR & ASSOC. 11241 04/01/04 01 TIF REDEVELOPMT COUNTRYSIDE 0100013001372 04/27/04 31.00 INVOICE TOTAL: 31.00 VENDOR TOTAL: 31.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 15 LIME: 10:46:51 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ANDMRK LANDMARK AUTOMOTIVE 032304PD 03/23/04 01 STEERING WORK, CHECK BRAKES 0121062005409 00302507 04/27/04 206.15 INVOICE TOTAL: 206.15 VENDOR TOTAL: 206.15 _,OGOMAX LOGOMAX 2004-34 03/23/04 01 SIX POLO SHIRTS 0121062005421 00302538 04/27/04 153.00 INVOICE TOTAL: 153.00 VENDOR TOTAL: 153.00 4CCASLIN MCCASLIN BAKING 20186 03/25/04 01 230 LG DECO SUGAR COOKIES-DARE 0121064005606 00302521 04/27/04 172.50 INVOICE TOTAL: 172.50 VENDOR TOTAL: 172.50 4ENARD MENARD, INC. SEE ATTACHED 04/16/04 01 ENGINEERING SUPPLIES 0115065005801 04/27/04 4.96 02 BLINDS-LWR LEVEL & SUPPLIES 0115065005802 153.13 03 2" NUMBERS 0141062005409 2.96 04 MISC STREET MAINT SUPPLIES 0141065005804 231.92 05 SAW/HEX ARBOR/SHOVEL 0141065005815 32 .57 06 MISC WATER OPERATING SUPPLIES 5100065005804 236.94 07 TOWELS/OUTLET/SURGE STRIP/DOOR 5200065005805 246.09 INVOICE TOTAL: 908.57 VENDOR TOTAL: 908.57 4ENARDS MENARDS INC. 93335 03/23/04 01 BATTERIES 0121065005804 04/27/04 44.35 INVOICE TOTAL: 44 .35 94322 03/29/04 01 VINAL TUBING/HDWOOD DOWEL 0121065005804 04/27/04 24.53 INVOICE TOTAL: 24.53 )ATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 16 [IME: 10:46:51 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT 4ENARDS MENARDS INC. 94486 03/30/04 01 FORD KEY 0121065005804 04/27/04 1 .92 INVOICE TOTAL: 1.92 VENDOR TOTAL: 70.80 4ILSCJ MILSCHEWSKI, JACKIE 040504 04/05/04 01 4HRS COW MTG MINUTES 0111062005401 04/27/04 102 .50 INVOICE TOTAL: 102.50 VENDOR TOTAL: 102.50 4ORTON MORTON SALT 828509 01/16/04 01 322.06 TONS BULK ROCK SALT 1500065005818 00201854 04/27/04 11,539.09 INVOICE TOTAL: 11,539.09 VENDOR TOTAL: 11,539.09 DATLBUS NATIONAL BUSINESS FUTNITURE YQ5815-OKA 03/22/04 01 1 FLOOR LECTURN 1600075007204 00302498 04/27/04 163.95 INVOICE TOTAL: 163.95 VENDOR TOTAL: 163.95 DATLWTR NATIONAL WATERWORKS, INC. 041504PW 04/15/04 01 METERS 5100075007508 00201777 04/27/04 9, 451.93 INVOICE TOTAL: 9,451.93 VENDOR TOTAL: 9,451.93 DCI NORTHWEST COLLECTORS INC 022904 02/29/04 01 COMMISSION ON COLLECTIONS FEB 5100062005401 04/27/04 8.75 INVOICE TOTAL: 8 .75 VENDOR TOTAL: 8.75 DEMULTI N/E MULTI REGIONAL TRAINING DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 17 PINE: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT 'IEMULTI N/E MULTI REGIONAL TRAINING 50066 04/06/04 01 OFF STROUP 40HR DEFENSE TACTIC 0121064005604 00302533 04/27/04 35.00 INVOICE TOTAL: 35.00 VENDOR TOTAL: 35.00 4EXTEL NEXTEL COMMUNICATIONS 031704 03/17/04 01 ADMINISTRATION/ENGINEERING 0111062005438 04/27/04 298.38 02 STREETS 0141062005438 228.07 03 SEWER 5200062005438 96.44 04 WATER 5100062005438 260.16 05 POLICE 0121062005438 515.67 06 POLICE EQUIPMENT 0121062005438 45.64 INVOICE TOTAL: 1,444.36 VENDOR TOTAL: 1,444.36 'ICOR NICOR GAS MTR2190121 04/16/04 01 804 GAME FARM RD GAS BILL 0111078009002 04/27/04 141.31 INVOICE TOTAL: 141.31 MTR2896609 04/16/04 01 9730 RTE 126 GAS BILL 0111078009002 04/27/04 138.05 INVOICE TOTAL: 138.05 MTR3894717 04/16/04 01 1083 HOMESTEAD DRIVE GAS BILL 0111078009002 04/27/04 50.00 INVOICE TOTAL: 50.00 VENDOR TOTAL: 329.36 )FFWORK OFFICE WORKS 033104ADMIN 03/31/04 01 INK CART/DISKS/LABELS/PHOTOPPR 0111065005802 04/27/04 195.90 INVOICE TOTAL: 195.90 522011 04/13/04 01 C3906A TONER CARTRIDGE 0121065005804 00302535 04/27/04 58.99 INVOICE TOTAL: 58.99 VENDOR TOTAL: 254.89 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 18 CIMS: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ?ARADISE PARADISE CAR WASH 033104PD 03/31/04 01 AUTO CLEANING 0121062005409 04/27/04 31.75 INVOICE TOTAL: 31.75 VENDOR TOTAL: 31.75 ?ATTEN PATTEN INDUSTRIES, INC. 040104PW 04/01/04 01 PARTS 5100065005804 00201783 04/27/04 44.94 INVOICE TOTAL: 44.94 VENDOR TOTAL: 44 .94 DEDALSP PEDAL & SPOKE LTD. 041504PD 04/16/04 01 2 NEW TIRES, INSPECTION 0121078009004 00302515 04/27/04 144.85 02 1 NEW TIRE, INSPECTION 0121078009004 90.95 03 1 INSPECTION 0121078009004 55.00 INVOICE TOTAL: 290.80 58504-05 04/15/04 01 2- LABOR, RECONDITIONING 0121062005408 00302516 04/27/04 110.00 INVOICE TOTAL: 110.00 VENDOR TOTAL: 400.80 ?ESSINA PESSINA TREE SERVICE 1985 04/01/04 01 HACKBERRY TREE REMOVE CORNEILS 0141075007102 00201857 04/27/04 1,350.00 INVOICE TOTAL: 1,350.00 VENDOR TOTAL: 1,350.00 ?FPETT P.F. PETTIBONE & CO. 6442 03/31/04 01 BADGE 223, BADGE WALLET 0121062005421 00302532 04/27/04 92.55 INVOICE TOTAL: 92.55 6457 04/07/04 01 12 PATROL BADGES, 6 SARGEANT 0121062005421 00302459 04/27/04 1, 156.07 INVOICE TOTAL: 1,156.07 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 19 LIME: 10:46:51 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ?FPETT P.F. PETTIBONE & CO. 6458 04/07/04 01 3 SGT HAT BADGES, 6 PATROL'S 0121062005421 00302458 04/27/04 419.58 INVOICE TOTAL: 419.58 6459 04/07/04 01 500 SHOULDER PATCHES 0121062005421 00302457 04/27/04 791.50 INVOICE TOTAL: 791.50 VENDOR TOTAL: 2, 459.70 2IONEER PIONEER RESEARCH CORP 168501 03/04/04 01 H2 OUT FOR MANHOLE REPAIR 5200062005419 00201812 04/27/04 645.88 INVOICE TOTAL: 645.88 VENDOR TOTAL: 645.88 ?LECKT PLECKHAM, TRACI 041304 04/13/04 01 DENTAL ASSISTANCE 0111050005205 04/27/04 213.00 INVOICE TOTAL: 213.00 VENDOR TOTAL: 213.00 ?OLEXEC POLICE EXECUTIVE RESEARH FORUM 6047 03/26/04 01 CHIEF MARTIN MEMBERSHIP DUES 0121064005600 00302529 04/27/04 160.00 INVOICE TOTAL: 160.00 VENDOR TOTAL: 160.00 ?OSTNET POSTNET IL 124 11008 03/24/04 01 FOX RIVER WM CROSSING PLANS 0115065005809 04/27/04 12.25 INVOICE TOTAL: 12.25 VENDOR TOTAL: 12.25 ?RELUBE PRECISION LUBE 040104PD 04/01/04 01 DARE, M8,M15,M4,M14 SVC LUBES 0121062005409 04/27/04 100.00 INVOICE TOTAL: 100.00 VENDOR TOTAL: 100.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 20 LIME: 10:46:52 DETAIL BOARD REPORT ED: AP441000.W0W INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT ?URCHASE PURCHASE POWER (PITNEY BOWES) 040704 04/07/04 01 POSTAGE 0111065005808 04/27/04 923.14 INVOICE TOTAL: 923.14 VENDOR TOTAL: 923.14 ?YRAMID PYRAMID SCHOOL PRODUCTS S1003173.001 04/06/04 01 BULK PPR CLP/STAPLES/COR FLUID 0111065005802 00102085 04/27/04 16.05 INVOICE TOTAL: 16.05 VENDOR TOTAL: 16.05 )UILL QUILL CORPORATION 041304 04/13/04 01 CLERK'S OFFICE INK CART 0111075007002 00102117 04/27/04 47. 69 02 WATER DEPT. POST CARDS 5100065005804 49.45 INVOICE TOTAL: 97.14 6950974 02/24/04 01 PW PEN/PENCIL/TAPE&DISPENSER 5100065005804 04/27/04 34 .24 INVOICE TOTAL: 34 .24 7117112 03/03/04 01 PW-INK CART/SCISSORS 5100065005804 04/27/04 50.18 INVOICE TOTAL: 50.18 7118560 03/03/04 01 ENG-BULLETIN BARS 0115065005801 04/27/04 46.76 INVOICE TOTAL: 46.76 7270262 03/10/04 01 INK CART/PAPER/ENV/SPIRAL 0111065005802 00102058 04/27/04 220.32 INVOICE TOTAL: 220.32 7413928 03/17/04 01 OPERATING SUPPLIES 0111065005804 04/27/04 3.49 02 BINDER CLIPS 0111065005802 8.40 INVOICE TOTAL: 11.89 7478252 03/22/04 01 ADMIN SUPPLIES 0111065005804 04/27/04 3.32 INVOICE TOTAL: 3.32 )ATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 21 LIME: 10:46:52 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR 8 DATE # DESCRIPTION ACCOUNT # P.O. 8 DUE DATE ITEM AMT 2UILL QUILL CORPORATION 7493898 03/22/04 01 PENCIL/POST IT/FILE & HANG FLD 0115065005801 04/27/04 41.14 INVOICE TOTAL: 41.14 7524943 03/23/04 01 NEWSLETTER SUPPLIES 5100065005809 00102110 04/27/04 224.79 INVOICE TOTAL: 224.79 785804 04/08/04 01 BINDERS/PENS/HIGHLTR/STAPLER 0115065005801 04/27/04 68.53 INVOICE TOTAL: 68.53 VENDOR TOTAL: 798.31 2ALPHS RALPH'S PLACE 040304TG 04/03/04 01 3-22-04 BUSINESS LUNCH GRAFF 0111064005607 04/27/04 45.00 INVOICE TOTAL: 45.00 VENDOR TOTAL: 45.00 2AUBERT R.A. UBERT CONSTRUCTION, INC PAYOUT2ENG 04/14/04 01 PAYOUT #2, SIDEWALK PRGM 2003 0141075007103 04/27/04 1,168 .89 INVOICE TOTAL: 1, 168.89 VENDOR TOTAL: 1,168.89 2IVEROAK RIVER OAKS FORD 033104 03/31/04 01 STREET MAINT. EQUIPMENT 0141062005408 04/27/04 70.44 INVOICE TOTAL: 70.44 VENDOR TOTAL: 70.44 2IVRVIEW RIVERVIEW FORD 040104PD 04/01/04 01 CK AXLES, REPLACE BRAKE PADS 0121062005409 00302513 04/27/04 368.88 INVOICE TOTAL: 368.88 VENDOR TOTAL: 368.88 2OSATIS ROSATI'S DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 22 CIMS: 10:46:52 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT OSATIS ROSATI'S 040304 04/03/04 01 APPRECIATION DINNER 0111064005607 04/27/04 1,026.25 INVOICE TOTAL: 1,026.25 VENDOR TOTAL: 1,026.25 3AFESUPP SAFETY SUPPLY ILLINOIS 1115958-01 01/09/04 01 WARNING SIGNS 5100075007004 00201781 04/27/04 64 .09 INVOICE TOTAL: 64.09 VENDOR TOTAL: 64.09 3AFKLEEN SAFETY-KLEEN 0025841268 03/26/04 01 USED OIL PICK UP 5200065005804 00201865 04/27/04 75.60 INVOICE TOTAL: 75.60 VENDOR TOTAL: 75. 60 MC SBC 63055311418359 03/25/04 01 MONTHLY TELEPHONE CHARGES 0121062005436 04/27/04 37.49 INVOICE TOTAL: 37.49 630553121003 03/25/04 01 LIFT STATION PHONE SVC 5100062005436 04/27/04 21.32 INVOICE TOTAL: 21 .32 630553157703 03/25/04 01 LIFT STATION 5100062005436 04/27/04 35.30 INVOICE TOTAL: 35.30 630553170303 03/25/04 01 LIFT STATION PHONE SVC 5100062005436 04/27/04 19.76 INVOICE TOTAL: 19.76 630553434903 03/25/04 01 CITY HALL T-LINE/CENTREX 0111062005436 04/27/04 998.32 02 CITY HALL T-LINE/CENTREX 0121062005436 998.33 03 CITY HALL T-LINE/CENTREX 5100062005436 998.33 INVOICE TOTAL: 2, 994 .98 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 23 [IME: 10:46:52 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DBC SBC 630553508303 03/25/04 01 PUMP HOUSE PHONE SVC 5100062005436 04/27/04 28.21 INVOICE TOTAL: 28.21 630553542603 03/25/04 01 PUMP HOUSE PHONE SVC 5100062005436 04/27/04 69.74 INVOICE TOTAL: 69.74 630553652203 03/25/04 01 PD PHONE SVC 0121062005436 04/27/04 19.00 INVOICE TOTAL: 19.00 630553757503 03/25/04 01 CITY HALL FAX CHARGES 0111062005436 04/27/04 98.12 INVOICE TOTAL: 98.12 630553901603 03/25/04 01 PD PHONE SVC 0121062005436 04/27/04 57.44 INVOICE TOTAL: 57.44 630R0612693968 03/16/04 01 CITY HALL FIRE ALARM 0111062005436 04/27/04 34 .51 INVOICE TOTAL: 34.51 630R26296503 03/16/04 01 NORTH STAR 0111062005436 04/27/04 401.38 02 NORTH STAR 0121062005436 401.38 03 NORTH STAR 5100062005436 401.39 INVOICE TOTAL: 1,204 .15 708291100103 03/16/04 01 ALARM CIRCUIT PHONE SVC 5100062005436 04/27/04 67.64 INVOICE TOTAL: 67.64 VENDOR TOTAL: 4, 687.66 DBCPAG SBC PAGING 032204PD 03/22/04 01 POLICE PAGERS MONTHLY BILL 0121062005440 04/27/04 44.00 INVOICE TOTAL: 44.00 VENDOR TOTAL: 44 .00 DES SMITH ECOLOGICAL SYSTEMS INC DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 24 LIME: 10:46:52 DETAIL BOARD REPORT [D: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT DES SMITH ECOLOGICAL SYSTEMS INC 5883 03/29/04 01 REBUILD PUMP 5100065005804 00201782 04/27/04 498.62 INVOICE TOTAL: 498. 62 VENDOR TOTAL: 498.62 ;HELL SHELL OIL CO. 065159923404 04/02/04 01 FUEL CHARGES 5100065005812 00201864 04/27/04 132.66 INVOICE TOTAL: 132.66 VENDOR TOTAL: 132.66 SOFT SOFTWARE PERFORMANCE 100207 01/08/04 01 PD 15" FLAT SCREEN, SOUND CARD 0121062005411 00302525 04/27/04 508.00 INVOICE TOTAL: 508.00 100270 03/29/04 01 ENG - VIEWSONIC 19" MONITOR 0115065005801 00102113 04/27/04 319.00 INVOICE TOTAL: 319.00 108144 04/01/04 01 PD- 4X AGP VIDEO CARD 0121062005411 00302531 04/27/04 99.00 INVOICE TOTAL: 99.00 108145 04/01/04 01 1/2 OF SERVICE CONTRACT 0111062005411 04/27/04 4,500.00 INVOICE TOTAL: 4,500.00 VENDOR TOTAL: 5,426.00 ;OSTECH SOS TECHNOLOGIES 5333 03/24/04 01 DEFIB HARD CARRYING CASE 0121062005408 00302510 04/27/04 159.95 INVOICE TOTAL: 159.95 VENDOR TOTAL: 159.95 ;SWORLD S & S WORLDWIDE PO102088 03/29/04 01 BULK SUPPLIES, PAPER CLIPS 0111065005802 00102088 04/27/04 0.40 INVOICE TOTAL: 0.40 VENDOR TOTAL: 0.40 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 25 LIME: 10:46:52 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT >TERLING STERLING CODIFIERS, INC. 3485 03/24/04 Ol SUPPLEMENT NO. 12 0111061005311 04/27/04 150.00 INVOICE TOTAL: 150.00 VENDOR TOTAL: 150.00 CAPCO TRAFFIC & PARKING CONTROL INC 041504PW 04/15/04 01 SIGN DECALS, ST. SIGNS, PARTS 1500075007007 00201853 04/27/04 1,212.90 INVOICE TOTAL: 1,212.90 VENDOR TOTAL: 1,212.90 CHOMPSON THOMPSON APPRAISALS 030804IF 03/20/04 01 LAND CASH STUDY 0122062005401 04/27/04 1,200.00 INVOICE TOTAL: 1,200.00 VENDOR TOTAL: 1,200.00 CHYSSEN THYSSENKRUPP ELEVATOR 040104CHALL 04/01/04 01 ELEVATOR MAINTENANCE CITY HALL 1600075007204 04/27/04 390.00 INVOICE TOTAL: 390.00 VENDOR TOTAL: 390.00 JLRICH ULRICH CHEMICAL, INC. 041504PW 04/15/04 01 CHL. CYLINDERS, DRUMS 5100065005819 00201784 04/27/04 853.71 INVOICE TOTAL: 853.71 VENDOR TOTAL: 853.71 JNIGRTLA UNISOURCE GREAT LAKES 102087 04/16/04 01 21 CASES COPY PAPER 0111065005809 00102087 04/27/04 435.45 INVOICE TOTAL: 435.45 VENDOR TOTAL: 435.45 JPSIL UPS DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 26 [IME: 10:46:52 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT IPSIL UPS 00004296X2124 03/20/04 01 SHIPPING SERVICES 5100065005808 04/27/04 28.96 INVOICE TOTAL: 28.96 00004296X2134 03/27/04 01 SHIPPING COSTS 5100065005808 04/27/04 28.09 INVOICE TOTAL: 28.09 00004296X2144 04/03/04 01 SHIPPING 5100065005808 04/27/04 22.29 INVOICE TOTAL: 22.29 00004296X2154 04/10/04 01 SHIPPING 5100065005808 04/27/04 20.87 INVOICE TOTAL: 20.87 VENDOR TOTAL: 100.21 /ESCO VESCO 21770 03/18/04 01 QTY 2 SEWER MAP COPIES 5200062005419 00201813 04/27/04 51.00 INVOICE TOTAL: 51.00 VENDOR TOTAL: 51.00 VASTE WASTE MANAGEMENT 1994177-2011-7 04/01/04 01 MARCH 2004 SERVICES 0154062005442 04/27/04 36,363.32 INVOICE TOTAL: 36,363.32 VENDOR TOTAL: 36,363.32 VEBLINX WEBLINX INCORPORATED 1591 04/03/04 01 APRIL 2004 WEBSITE MAINTENANCE 0111062005401 04/27/04 100.00 INVOICE TOTAL: 100.00 VENDOR TOTAL: 100.00 VESTGRP WEST GROUP 6022489652 04/01/04 01 CRIMINAL LAW, PROCEDURES BOOKS 0121065005804 00302524 04/27/04 176.00 INVOICE TOTAL: 176.00 VENDOR TOTAL: 176.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 27 LIME: 10:46:52 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM 7ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT VHOLTIRE WHOLESALE TIRE 030804PD 03/08/04 01 M-12 BATTERY 0121062005409 04/27/04 79.95 INVOICE TOTAL: 79. 95 031704ENG 03/17/04 01 FRONT END ALIGNMENT ENG. TRUCK 0115062005409 04/27/04 31.95 INVOICE TOTAL: 31.95 102823 03/09/04 01 TIRE ROD/BRAKE PADS/ROTORS 0121062005409 04/27/04 207.21 INVOICE TOTAL: 207.21 102858&9 03/12/04 01 M-8 & M-15 TIRE REPAIR 0121062005409 04/27/04 30.00 INVOICE TOTAL: 30.00 102920 03/16/04 01 M-14 REPLACE WIPER MOTOR 0121062005409 00302486 04/27/04 285.76 INVOICE TOTAL: 285.76 103004 03/22/04 01 ONE BALL JOINT DARE CAR 0121062005409 00302494 04/27/04 224.22 INVOICE TOTAL: 224.22 103033 03/24/04 01 NEW TIRES M-2 0121062005409 00302499 04/27/04 305.80 INVOICE TOTAL: 305.80 103052 03/25/04 01 FRONT BRAKES M-8 0121062005409 00302509 04/27/04 151.39 INVOICE TOTAL: 151.39 VENDOR TOTAL: 1,316.28 (MCA YMCA 041404 04/14/04 01 TRI CITY CHALLENGE 0111064005607 00102123 04/27/04 250.00 INVOICE TOTAL: 250.00 VENDOR TOTAL: 250.00 (OFLOWER YORKVILLE FLOWER SHOP 032704PD 03/27/04 01 FLOWERS: ALLEN VALERIUS 0121064005606 04/27/04 54.00 INVOICE TOTAL: 54 .00 VENDOR TOTAL: 54.00 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 28 LIME: 10:46:52 DETAIL BOARD REPORT ED: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM IENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT £OPDPET YORKVILLE POLICE DEPARTMENT 032904PD 03/29/04 01 TOLLS/PARKING REIMBURSEMENT 0121064005605 04/27/04 4.60 INVOICE TOTAL: 4. 60 040604PD 04/06/04 01 APPREC DINNER CANDY, FILLER 0111064005607 04/27/04 53.77 02 SOLICITOR BACKGROUND CHECK 0121065005804 12.00 INVOICE TOTAL: 65.77 VENDOR TOTAL: 70.37 (OPOST YORKVILLE POSTMASTER APR-BILLS 04/16/04 01 APRIL UTILITY BILLING POSTAGE 5100065005808 04/27/04 675.00 INVOICE TOTAL: 675.00 VENDOR TOTAL: 675.00 (ORKACE YORKVILLE ACE & RADIO SHACK 072165 03/22/04 01 2 KEYS, SINGLE CUT PLAIN 5200062005408 04/27/04 3.58 INVOICE TOTAL: 3.58 VENDOR TOTAL: 3.58 (OUNGM YOUNG, MARLYS 033004 03/30/04 01 ZONING BD. OF APPEALS MTG MIN 0111062005401 04/27/04 55.00 INVOICE TOTAL: 55.00 VENDOR TOTAL: 55.00 (RKAUTO YORKVILLE AUTO PARTS 033104PW 03/31/04 01 PUB WORKS VEHICLE MAINTENANCE 0141062005408 00201861 04/27/04 210.31 INVOICE TOTAL: 210.31 638525 03/02/04 01 WINDOW CRANK HANDLE 0115062005409 04/27/04 5.79 INVOICE TOTAL: 5.79 642408 03/30/04 01 QTY 2: WIPER BLADES 0121062005409 04/27/04 16.42 INVOICE TOTAL: 16.42 DATE: 04/17/04 UNITED CITY OF YORKVILLE PAGE: 29 CIMS: 10:46:52 DETAIL BOARD REPORT CD: AP441000.WOW INVOICES DUE ON/BEFORE 04/27/2004 INVOICE # INVOICE ITEM /ENDOR # DATE # DESCRIPTION ACCOUNT # P.O. # DUE DATE ITEM AMT (RKAUTO YORKVILLE AUTO PARTS 642588 03/31/04 01 TRANSMISSION FLUID 0115062005409 04/27/04 16.68 INVOICE TOTAL: 16.68 VENDOR TOTAL: 249.20 (RKCHAMB YORKVILLE AREA CHAMBER OF 040104 04/01/04 01 TRADE FAIR BOOTH MAY 14, 15 0111064005607 00102115 04/27/04 250.00 INVOICE TOTAL: 250.00 VENDOR TOTAL: 250.00 (RKGLASS YORKVILLE GLASS & MIRROR 1519 03/31/04 01 REPLACE DAILEY RM WINDOW 1600075007200 00401564 04/27/04 155.00 INVOICE TOTAL: 155.00 VENDOR TOTAL: 155.00 3BSUPPLY ZB SUPPLY COMPANY 033104 03/31/04 01 CLEANING SUPPLIES 0111065005804 04/27/04 41.34 INVOICE TOTAL: 41.34 VENDOR TOTAL: 41.34 TOTAL ALL INVOICES: 566,715.90 UNITED CITY OF YORKVILLE PAYROLL SUMMARY PAY PERIOD ENDING 04/03/04 SOCIAL REGULAR OVERTIME TOTAL SECURITY IMRF TOTALS ADMINISTRATION $24,702.58 $0.00_ $24,702.58 $1,889.76 $2,414.79 $29,007.13 ENGINEERING $7,313.60 $0.00 $7,313.60 $559.50 $736.48 $8,609.58 POLICE $46,072.07 $1,289.10 $47,361.17 $3,623.14 $274.59 $51,258.90 PUBLIC WORKS $15,865.38 $662.58, $16,527.96 $1,264.42 $1,622.07 $19,414.45 LIBRARY $5,088.57 $0.00 $5,088.57 $389.28 $312.41 $5,790.26 RECREATION $8,758.36 $0.00 $8,758.36 $670.05 $746.78 $10,175.19 PARKS $7,874.31 $792.63 $8,666.94 $663.02 $872.75 $10,202.71 TOTALS $115,674.87 $2,744.31 $118,419.18 $9,059.17 $6,979.87 $134,458.22 TOTAL INVOICES $566,715.90 (4/27/04 Board Report) TOTAL PAYROLL $134,458.22 TOTAL DISBURSEMENTS $701,174.12 04/15/2004 12: 07 FAX 630 553 5784 DANIEL J. KRAMER fj 001/002 } STATE OF ILLINOIS ) ) ss COUNTY OF KENDALL ) ORDINANCE NO. 2004- ORDINANCE AMENDING UNITED CITY OF YORKVILLE LAND CASH ORDINANCE NO. 96-3 and 2003-12 WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the Mayor and City Council, has determined it necessary to amend the Land Cash Ordinance#1996- 3 and#2003-12 Section 1.C.5 Fair Market Value to reflect a substantial increase in the fair market value of improved residential real estate based upon a study prepared by a certified appraiser and; WHEREAS, THE UNITED CITY YORKVILLE,after careful consideration by the Mayor and City Council, has determined that it is in the best interests of the community to amend the Section 1.C.5 Fair Market Value of the Land Cash Ordinance#1996-3 and#2003-12. NOW THEREFORE BE IT ORDAINED BY THE UNITED CITY OF YORKVILLE; 1. That Section 1.C.5 Fair Market Value of the Land Cash Ordinance#1996-3 and #2003-12 are amended to reflect that the"Fair market value" for any parcel of residential real property shall be deemed to be seventy-three thousand five hundred dollars and 00/100 ($73,500.00)based upon the study of Thompson Appraisals. 2. The Land Cash Value Analysis &Report prepared by Thompson Appraisals dated March 20, 2004 is incorporated herein reference. 3, Any Ordinance or parts thereof in conflict with the provisions of this Ordinance are 1 04/15/2004 12 07 FAX 630 553 5764 DANIEL J. KRAMER O02/002 hereby repealed to the extent of such conflict. 4, The various parts, sections, and clauses of this Ordinance are hereby declared to be severable. If any part, sentence, paragraph, section, or clause is adjudged unconstitutional or invalid by a Court of competent jurisdiction, the remainder of the Ordinance shall not be affected thereby. IN WITNESS WHEREOF,this Ordinance has been enacted this day of _,2004. WANDA OHARE JOSEPH BESCO VALERIE BURR 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. 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 Prepared by, Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 630.553.9500 2 UNITED CITY OF YORKVI I LE Memo To: Mayor& City Council Members From: Tony Graff, City Atrator p7AA1 CC: Library Board& City Department Heads Date: 4/16/04 Re: Request for Referendum Question for Construction of the Proposed Expansion of the current Library Facility The Library Board on 4/12/04 approved a motion to request the City Council for a building referendum question to assist with funding the future expansion of the current Library Facility. I would recommend exploring the need to form an Ad-Hoc Committee if the City Council wants to pursue the referendum question. Furthermore,the Ad-Hoc committee could be a diverse group of members from the City,Library, Community Partners, and Consultants.The committee may need to explore the following issues to report back to the Council: 1. Legal parameters outlined addressing the approval process for the question to be place on the ballot. 2. The role of City officials, employees,Library Board members and staff with a referendum process. (New ethics legislation). 3. Financial plan to form the referendum question. 4. A strategic action plan... what are the costs and expectations of the community. 5. The design and implementation of an educational awareness program. 6. Identify partners and their role in the process,such as: Park and Recreation,Public and Private Schools, Senior Services, Chamber of Commerce,YEDC,Media, Churches„ Service Organizations,Friends of the Library. . . 1 h yoRKv/LLE PUBLIC LIBRARY 1 _______,...___,_ ._.__.__.._._._._____....__._____..__._ _____ _ ______.________ ____________......,____ . .__... _ ,_ __. ,__ __ _ _______ ______________.‘_ _ _______ „ ____ ________ ______ , , .. . ,. . . ,_„ . ,__ . _ :,.._,.:, , ............ 111 0 . ming �udn �uu ,„,,,,,,,,,,„,,,,mm , AM----.411111 1111 ._ livi,",sgevigur, 1 l / Elm is1 1 1 z p. ,•r xhr . u,g II II '. ��_ r NI .. / .11/ D =-i1 -��- I _ � s ,. cl •‘:,,,, .1 REFERENDUM PLAN 4/17/2004 6umWge Cassell Associates BCA 02065 LIBRII AS ARIES CITIZEN'S COMMITTEE BurnIdge YORKVILLE PUBLIC LIBRARY REFERENDUM B LIBRARIES CITIZEN'S COMMITTEE PRESIDENT CITIZEN'S COMMITTEE VICE PRESIDENT CITIZEN'S COMMITTEE TREASURER FUND RAISING & FINANCE COMMITTEE CHAIR MARKETING & PUBLICITY COMMITTEE CHAIR PRINTING WRITING OUTREACH DATABASE MAILING DOOR to DOOR COMMITTEE CHAIR SPEAKERS COMMITTEE CHAIR YORKVILLE PUBLIC LIBRARY REFERENDUM COMMITTEE TIMETABLE FOR FALL 2004 aANS a ' May 3,2004 Form Election Committee and elect officers. File with State Board of Elections. Open Bank Account. Get Post Office Box June 2, 2004 Meeting with all Committee Chairs. Marketing Committee Begins Graphics Design Design stationary and logo. Ask selected individuals for referendum seed money. Identify and assemble mailing databases Obtain bulk mail permit(if applicable) June 16,2004 Meeting with all Committee Chairs. Send out press release announcing formation of the committee. Ask for money for the referendum campaign June 30, 2004 Meeting with all Committee Chairs. Contact local organizations and get speaking engagements for Late September and October July 14,2004 Meeting with all Committee Chairs. July 28, 2004 Meeting with all Committee Chairs. Host public focus/educational session(s) August 11,2004 Meeting with all Committee Chairs. Send Mailing#1 . August 25, 2004 Meeting with all Committee Chairs. Prepare information for Speaker's Committee members September 8,2004 Meeting with all Committee Chairs. September 15,2004 Meeting with all Committee Chairs. September 22,2004 Meeting with all Committee Chairs. Get Q&A information to Knock and Drop Training session for speaker's group September 29, 2004 Meeting with all Committee Chairs. Distribute Personal Post Cards to people who will address and sign them Target week for speaking engagements. Send Mailing#2. October 6, 2004 Meeting with all Committee Chairs.. Target week for speaking engagements Distribute yard signs-confirm regulations regarding campaign signs with City October 13,2004 Meeting with all Committee Chairs.. Target week for speaking engagements October 20, 2004 Meeting with all Committee Chairs. Target week for speaking engagements October 27,2004 Meeting with all Committee Chairs. Target week for speaking engagements Target week for Radio Spots Mail Personal Post Cards Final Mailer Sent to arrive on Saturday or Monday before election-confirm mailing timing with Post Office to ensure that they arrive in time. Begin Knock and Drop campaign October 30,2004 Knock and Drop Radio Spots Place Newspaper Advertisements November 1,2004 Knock and Drop Radio Spots Place Newspaper Advertisements November 2,2004 Election Day&Victory Celebration Page 1 of 1 Bumiape Cassell Associates A 2425 Royal Boulevard, Elgin, Illinois 60123 I II Ph:847.695,5840 Fax: 847.695,6579 www.bca-arch.com A Referendum Plan for the Yorkville Public Library November, 2004 1. Initial Steps A. The first step is to form a referendum committee; for this example we will use "Citizens for Yorkville Public Library" (CYPL) B. Sample Mission Statement: 1). "CYPL is a privately funded, not- for-profit grass roots organization dedicated to providing the best-possible library service to all residents of Yorkville". 2. Referendum Committee Basics; A. You will need to file with the State of Illinois Department of Elections as a political committee B. Open a post office box in the name of CYPL C. Open a checking account in the name of CYPL D. There must be an impermeable "firewall" between the campaign committee and the library. 1). "Friends of the Library" organization's money may be able to be used for referendum materials — get an opinion from your attorney. (a).Friends of the Library money cannot be used for a "vote yes" campaign if they are registered as a 501 c3 organization but it can be used for informational materials. 2). The library itself can send out informational materials that illustrate the need for a new building and general project information but no public money can be used for a "vote yes" campaign. Library newsletters can be an effective informational tool and have the advantage of being able to utilize library cardholder lists. 3). Lists of library cardholders cannot be given to referendum committees. 4). Library employees may work on the campaign on their off-hours but not on library time. E. As your architects, we are there to do whatever we can to help you pass your referendum. Please feel free to ask us for advice or assistance. 1). BCA can assist you with ideas for models, graphics or Powerpoint presentations that will help you disseminate your message. The Art of Library Design— The Science of Library Planning Page 1 2). BCA can also help you with public speaking 3. Citizens for Yorkville Public Library should be divided into 4 sub- committees as follows: A. Fund Raising / Finance Committee B. Marketing and Publicity Committee C. Door to Door Committee D. Speakers Committee 1). Each committee should have a chairperson to coordinate the work of that group. Every chairperson should attend each CYPL meeting. 4. Finance Committee 1). Keep the books and manage the bank account for CYPL. 2). Coordinate fundraising for referendum effort. 3). Identify local individuals that will be likely to contribute to get some "seed money" for fund raising efforts 4). The most significant cost items are likely to be: (a).Referendum Consultant (if any) (b).Printing for mailers (c).Yard signs (d).Postage (e).Newspaper advertisements (f). Radio Spots 5. Marketing and Publicity Committee — Each of the following sub committees could be led by a sub-chair. A. General: 1). Have an overall strategy meeting. All subcommittee chairs should attend this meeting. 2). Identify what media you think will be the most productive for your situation. (a).Newspaper advertisements (b).Door to door (c).Focus Groups (d).Mailers aumiape Cassell Associates A 2425 Royal Boulevard, Elgin, Illinois 60123 Ph: 847.695.5840 Fax:847.695.6579 www.bca-arch.com (e).Personal appearances and speeches (f). Radio (1).Is there a radio station that is identified with your library service area? (2).Get well known and respected members of the community to record 30 second spots for play on local radio stations. These can usually be recorded at the radio station. Coordinate this work with the writing committee to ensure that everybody is transmitting the same message. (i) Nothing over-produced or overtly political, just a simple "I'm so & so and I support the effort to build a new library because..." "Please join me in voting "yes" on November 2nd." B. Marketing; Printing Subcommittee 1). Printing tasks (a).Develop a simple letterhead with "Citizens for Yorkville Public Library" including the required legal disclaimers at the bottom for publicity and cover letters. Publicity needs to announce chairpersons and send releases on your letterhead. (1).Sample disclaimer for bottom of letterhead: (i) A copy of our report filed with the County Clerk will be available for purchase from the XXX County Clerk (Insert County Clerk Address Here). Confirm the wording with an attorney. (b).Fund raising brochure text, design and printing (c).General election brochure (d).Design of doorknob hangers (e).Printing of yard signs (f). Printing of lapel pins (g).Printing and distribution of personal post cards C. Marketing; Writing subcommittee 1). Analyze input from public input sessions. Identify any recurring themes or questions. 2). Prepare a basic Q&A sheet that addresses the questions that are most likely to be asked. Address concerns from public input sessions. Some of the commonly asked questions are: The Art of Library Design— The Science of Library Planning Page 3 (a).What is it going to cost and what will this mean to the average taxpayer? (1).Calculate the increase in taxes for a house of "average" value in your community. Decide which terms to put it in to be the most persuasive: (i) " X Pennies per day" (ii) "X dollars per year" (iii) "Raises the library's share of your taxes to X cents of your tax dollar." (b).What factors influenced the decision to build a library of this size? (1).Library Building Consultant's findings based on "Serving Our Public" standards as published by the Illinois State Library (c).Why does this project represent such a good value for the average taxpayer? (1).Won't cost any more than the purchase price of a couple of coffee table books per year (2).Compare cost to a good meal at a decent restaurant. (3).Compare cost to video or DVD purchases. (4).Value of children's programs. (d).What services will we be able to provide with a new library that we aren't providing now? Look for the items that are of particular interest in your community. (1).Children's programs (2).Community meeting facilities. (3).Expanded NV collection (4).Expanded Genealogy collection. (5).Adequate parking (6).Be sure to include any specific needs that came up at public sessions. (e).Why are we building a new building when everything is going to be on the Internet? (1).Be able to explain what isn't on the Internet (i) Internet's limitations with respect to serious research (ii) Lack of accountability Bumlape Cassell Associates 2425 Royal Boulevard, Elgin, Illinois 60123 alk Ph:847.695,5840 Fax: 847.695,6579 www,bca-arch,com (iii) Referenced internet sites disappear— a referenced book is always available (2).The value of librarians as research guides (f). Discuss the merits of keeping the library downtown 3). Prepare sample press releases (a).Short pieces of 1 to 3 paragraphs are best (1).Newspapers will often print them verbatim to save writing time on their end. (2).Email the press releases to the papers so they can insert them with minimum of effort. (3).Be proactive— call the papers to schedule a meeting with the editors. Show them what you've done to date and why you believe in the project. You can get them on your side. 4). Check prices and prepare newspaper advertisements (a).Design one or two advertisements for newspaper use, size depends upon cost of the advert and available funds 5). Prepare a basic outline for speaker's committee speeches covering the above items. (a).Design around talks that might last 10 to 12 minutes. That is as much agenda time as you are likely to get from civic groups. 6). Prepare mailings (3 mailings if funds allow, 1 or 2 mailings should definitely be sent) 7). Train speaker's committee on the basic facts of the referendum. (a).Put together a fact sheet for speakers' use. D. Marketing; Outreach Subcommittee 1). Organize a community focus group session to get public input and build support. Do it as early as possible in the process. This may be able to be sponsored by the Library as long as it is kept informational in nature and not used to disseminate a "vote yes"message. (a),Invite press and load the audience with library supporters who are prepared to ask appropriate questions to set the correct tone. 2). Use the focus group to identify people who may be willing to work on the referendum campaign. The Art of Library Design— The Science of Library Planning Page 5 (a).CYPL brochures can be distributed outside the meeting if it is not being held on library property. 3). Use the focus group to identify any political time bombs that may need to be de-fused. Speakers and mailings will need to address any issues that may arise. (a).Ensure that feedback from the focus groups is eventually transmitted to BCA to enable us to tailor our design or presentation to respond accordingly. E. Marketing; Database Subcommittee 1). Identify an individual that knows how to work with databases 2). Identify local sources of election related databases: (a).Voter's lists (1).Decide if you are going to use all registered voters or voters that have voted in the last 2 or 3 elections (2).Voters that have not voted in recent elections tend to have a greater chance of voting "no" on referenda. (b).Obtain mailing lists from previous local school referenda (if available) 3). Database analysis —Target the precincts that will be the most likely to have voters that have the most to gain from the new library (a).Use your selected database to identify which precincts traditionally have a good voter turnout (b),Identify which precincts have supported prior school or library referenda (c).Identify precincts that have a larger percentage of younger families (d),If possible, identify and target precincts that have a high percentage of library users (e),Identify precincts that may be on the edge of majority support of your initiative and target those precincts for door-to-door activities. (f). Assemble lists of people who will be willing to have signs in their yards. (g),Identify individuals who will be willing to sign and send out pre-printed post cards. F. Marketing; Mailing Subcommittee 1). Contact post office to learn about bulk mailing rules and how much time is required for bulk mailing. Dumla®e Cassell Associates 2425 Royal Boulevard, Elgin, Illinois 60123 • AK Ph:847,695.5840 Fax:847,695.6579 www,bca-arch.com (a).Time is important for the final mailing, you want it to come out as close to the election as possible with a 0% chance of it being late. 2). Check out requirements for bulk mailing permit and decide if it is appropriate for you. 3). Finalize copy and art for mailings 4). Print Advertising/ design and placement 5). Decide how you want your mailing labels printed; per household or per person. This will have an impact on your mailing costs and the organization of your database. (a).Make sure that mailers are coordinated with mailing label size 6. Door to Door committee A. Hold a training session to educate the Door to Door volunteers. 1). Basic rules for Door to Door . (a).Be Cordial! (b).Spend no more than five minutes with anyone who has questions. (c).Do not spend time with an obvious "no" voter, Move on to the next house. (d).Answer all questions and provide them with a Q and A. packet if they seem to need it or want more literature. B. Coordinate Knock and Drop activities with your voter's lists 1). If time or volunteers are limited, first target the neighborhoods that are the most likely to be on the edge of support. Voting data from previous school and library referenda will be your best source of information. C. This input will target which precincts are the most effective to walk. Check large voting library user precincts as well as high voter turnout precincts that voted positively in the last referendum. 7. Speakers Committee A. Identify local individuals who are good public speakers B. Speakers should review their talks with the marketing committee and learn basic Q&A information C. Identify speaking venues The Art of Library Design— The Science of Library Planning Page 7 1). Rotary Club, Lion's Club, Women's Club and other service clubs organizations, neighborhood associations, PTA's, Home school groups, church groups, League of Women Voters, Genealogical Societies. 2). Identify any other societies, clubs or organizations that use library resources and target them for talks. 3). Get meeting schedules and contact venues well in advance to get speakers places on the agenda D. Work with marketing committee to develop appropriate leave-behinds for speaking engagements. E. Identify as many of the standard negative comments that you can and have answers prepared for them. Typical questions with suggested responses might include; 1). How can we afford this when economic times are so bad? (a).Use the comparative costs already mentioned with the underlying message being that this offers the best value both for learning and entertainment. (1).Good meal, DVD purchases, buying books etc. (b).This will represent only a small portion of total taxes. 2). Aren't taxes too high already? (a).The library is the place where people can transform themselves from tax burdens to tax payers. (b).Stress what percentage of their tax bill that this issue represents. Disclaimer The material in this referendum plan is, to the best of our knowledge, consistent with the requirements of the State Of Illinois. Clients are encouraged to have their attorneys review the material herein. Burnidge Cassell Associates makes no warranty as to the accuracy or legality of this information. Apr . 5. 2004 2 : 35PM No. 4433 P . 1/1 Schoppe Design Associates Landscape Architecture and Land Planning 430 W. Downer Place Ph. (630) 896-2501 Aurora,IL 60506 Fax(630) 896-3228 April 5, 2004 Mr. Tony Graff City Administrator City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Amendment to Professional Services Agreement Dear Tony, Below is an updated Standard Rate Schedule for our consulting services contract. We have been working under the current rate schedule since our contract was originally approved in April of 2002. Per our contract, we are to review the rate schedule annually and revise as mutually agreed upon. Current Rate Proposed Rate • Project Principal $115 per hour $123 per hour • Project Management N/A $110 per hour • Attendance at Plan Commission,Park Board Planning and City Council meetings $ 95 per hour $100 per hour • Project Design $ 90 per hour $ 90 per hour • Drafting $ 55 per hour $ 55 per hour • Administrative Support $ 50 per hour $ 50 per hour Proposed rate schedule to be effective May 1,2004 to April 30, 2005. We look forward to reviewing this information with you at your convenience. Sincerely, Schoppe Design Associates, Inc. mw- . Mike Schoppe President MS/pj Page l of l UNITED CITY OF YORKVILLE Clerk's Office FROM THE DESK OF LIZ D'ANNA April 20, 2004 TO: Mayor and City Council Please add the attached memo from Mike Schoppe regarding the Amendment to his Professional Services Agreement to your packet for this evening's meeting. If you have any questions, please contact me. Thank you, Liz D'Anna Deputy Clerk cc: Department Heads e AP1 . 19 . 2004 3 : 56PM No .4574 P. 2/2 v Schoppe V esiBn Assoc fates Landscape Architecture and Land Planning 430 W. Downer Place Ph. (630) 896-2501 Aurora,IL 60506 Fax (630) 896-3228 April 19, 2004 Mr.Tony Graff City Administrator City of Yorkville 800 Game Farm Road Yorkville,IL 60560 Re: Amendment to Professional Services Agreement Dear Tony, I would like to provide you with two pieces of additional information to clarify our proposed rate schedule dated April 5,2004. First, it is our company policy,when billing on an hourly basis, to bill by the task that is being performed, such as Project Principal, Project Management, Project Design, etc.,instead of by the person. For example, if Mike Schoppe is reviewing plans or attending a meeting with developers, the time would be billed at the Project Principal rate. If Mike Schoppe were typing a review memo, the time would be billed at the Administrative Support rate. We feel that this is a more equitable way to invoice our clients, rather than billing by the specific person, as is done with some other consulting firms. Secondly,you will notice that the Proposed Rate has a Project Management task,where as our current rate does not. The Project Management task includes coordinating projects, setting and monitoring schedules,coordination with other consultants when necessary, and internal quality control reviews of our plans. This task is primarily used in conjunction with our design projects, such as Waubonsee Community College,Fox Hill and Country Hills Park, rather than our plan review or meeting with developers. These management and quality control services are done on all of our projects we do for the City, as well as our other clients. However, because our current rate schedule does not have a billing rate for these tasks, you are being invoiced at the Project Principal rate for these tasks, rather than at the Project Management rate. We would like to change that by incorporating this Project Management task, which is consistent with our billing policy for other clients. I hope this helps to clarify our proposal. If you have any questions, please call. Sincerely, Schoppe Design Associates, Inc. mat— . Mike Schoppe President MS/pj Pclorl • COUNTY OF KENDALL ) ) ss STATE OF ILLINOIS ) RESOLUTION NO. 2004 - WHEREAS, the Illinois Tourism Industry produces 300,000 jobs, 22 BILLION DOLLARS annually in visitor spending, 1.5 BILLION DOLLARS annually in state and local taxes, and $525 in tax relief annually to an average family of four. WHEREAS, due to a down economy, tourism already is suffering, having lost 1.6 BILLION DOLLARS in visitor spending, 12,000 jobs and$60 MILLION DOLLARS in state and local taxes between 2001 and 2002. WHEREAS, these losses already created a reduction in the State Tourism Budget from 75 to 54 MILLION DOLLARS in State Fiscal 2004, the proposed budget cuts in tourism for the 2005 State Fiscal Year will reduce the State Tourism Budget by 64% from 2000 levels, the last time Illinois saw growth in this sector. WHEREAS, the potential impact of the proposed cut could be: The need for a $525 tax increase for the average Illinois family of four. A total loss of 30,000 jobs A 2.2 BILLION DOLLAR loss in visitor spending A 109.4 MILLION DOLLAR loss in state taxes (more than 4 times the proposed "savings") A 53.6 MILLION DOLLAR loss in local taxes WHEREAS, the potential impact by industry could be: 395.5 MILLION DOLLAR loss in hotel sales 514 MILLION DOLLAR loss in restaurant sales 158 MILLION DOLLAR loss in entertainment and recreation sales 408.9 MILLION DOLLAR loss in gas and rental car sales 175.9 MILLION DOLLAR loss in retail sales WHEREAS, tourism is the only Illinois industry in all 102 counties, employs one in 10 jobs in Illinois, generates 1.1 BILLION DOLLARS annually in state tax revenue (4.4% of the General Revenue Fund used for education, healthcare, public safety and other basic services), is one of the very few industries in which the State has invested that is a huge REVENUE PRODUCER for the State, and is the single greatest hope for a stagnant economy in Southern Illinois. THEREFORE BE IT RESOLVED that United City of Yorkville believes that the maintenance of Tourism Funding by the State at its existing level is critical to the economic well being of the State and the welfare of the single industry with the greatest growth potential for Illinois in the future, and encourages the members of the Illinois Legislature and the Administration to recognize that the proposed cuts are in direct conflict with the State's own economic ROI policies. With the proposed cut in Illinois' investment in tourism, it will take years for the Tourism industry to rebuild itself, while the State and Local Governments will continue to lose money. PAUL JAMES MARTY MUNNS RICHARD STICKA WANDA OHARE VALERIE BURD ROSE SPEARS LARRY KOT JOSEPH BESCO 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. CITY CLERK BUILDING PERMIT REPORT United City of Yorkville February 2004 sPermits Type of P 't ;:.;:: . ........ Number of Permits Issued SFD 2-Family Multiple-Family Commercial Industrial Miscellaneous Total Construction Cost February 2004 41 19 0 0 1 0 21 ( $4,497,798.00 Calendar Year 2004 91 46 0 0 3 0 42 $10,228,279.00 Fiscal Year 2003 1 770 310 12 7 29 0 412 $78,777,606.00 February 2003 36 20 0 0 0 0 16 $3,350,501.00 Calendar Year 2003 L 72 42 0 0 1 0 27 $9,856,470.00 Fiscal Year 2002 23 637 233 4 2 30 1 367 $49,591,559.00 February 2002 43 20 0 0 5 0 18 $4,501,948.00 Calendar Year 2002 3 77 35 2 0 10 0 30 $8,345,648.00 Fiscal Year 2001 4 s 6 436 168 9 3 27 2 225 $51,426,567.00 February 2001 20 6 1 0 0 0 13 $2,221,968.00 Calendar Year 2001 36 14 1 1 0 0 20 $3,565,668.00 Fiscal Year 2000'8 j 262 114 3 1 5 0 154 $23,934,000.00 February 2000 15 6 0 0 0 0 9 1 $788,888.00 Calendar Year 2000 24 j 8 0 0 0 0 16 $1,060,088.00 Fiscal Year 1999 9 187 67 4 1 8 0 130 $16,242,799.00 t Permit Number 1-2003-324 was voided,thus only 894 of 895 assigned permit numbers were actually issued. 2 The SFD permit issued in August as 1-2002-579 was voided and reissued as Y-2002-691 in October. To maintain a correct count,it shall remain on the August 2002 count. Permit Numbers Y-2002-034,Y-2002-467,and Y-2002-579 were voided,thus only 806 of 809 assigned permit numbers were actually issued 4 Permit Number 01490 was voided,thus only 583 of 585 assigned permit numbers were actually used. Also,Permit Number 01478 was for 4 Attached SFDs(Townhornes);reissued as Permits 01478A,B,C,and D. Also,Permit Ntunber 01480 was for 6 Attached SFDs;reissued as Permits 01480A,B,C,D,E,and F. 3 Permit Number 01385 was for 6 Attached SFDs;reissued as Permits 01385A,B,C,D,E,and F 6 Permit Number 01259 was for 4 Attached SFDs;reissued as Permits 01259A,B,C,and D. Permits Number 00122,00189 and 00262 were each for 6 Attached SFDs. F Permit Number 00101 was voided,thus only 233 of 234 assigned permit numbers were actually issued 8 Permit Number 99080 was for 5 Attached SFDs. Draft 3/2/04 1 UNITED CITY OF YORKVILLE PARK AND RECREATION DEPARTMENT PARK, GAZEBO, SHELTER RESERVATION POLICY The Park, Gazebo, Shelter, (non-athletic fields) Reservation policy of the United City of Yorkville has been established to provide a systematic method by which Parks and park amenities (Shelters, Gazebos and other amenities) may be reserved by the residents of the community. A reservation is not required for park use for occasional play. Multiple activities or special use (which includes use by a resident or groups, multiple days, or week play ) a permit is required and will guarantee use for the dates and times specified on the permit. Occasionally parks may be excluded from the reservation availability. Objective • To provide maximum utilization of parks through centralized scheduling • To provide an impartial distribution of park amenities, shelters or gazebo to the various community groups who wish to reserve. • To plan cooperatively with other community agencies to enhance individual and group recreational needs. • To provide recreational activities which take into consideration the needs of the community. • To provide the best possible maintenance of the parks using available manpower and monetary resources. RENTAL CATEGORIES Category A Government and non-profit organization which are located within the United City of Yorkville. Category B Private groups and individuals which are comprised of predominately (at least 80%) United City of Yorkville residents. Category C Business or corporations which are located within the United City of Yorkville boundaries. Category D Governmental and non-profit organizations which are located outside the United City of Yorkville boundaries. Category E Private groups and individuals who do not fall into the predominately resident classification (Category B). Category F Business or corporations which are located outside of the United City of Yorkville boundaries. Use Priorities When scheduling use or reservation of a park, or park amenities,the following priorities shall be established: 1. United City of Yorkville Park and Recreation sponsored programs 2. Yorkville School District 3. Groups, organization or other community bodies that have approved cooperative agreements with the United City of Yorkville. 4. Privately sponsored programs within the city limits . 5. Private groups or individuals outside the city limits, requesting use of a park on a Draft 3/2/04 2 single or multiple dates. 6. Other Residents groups (groups with 80% or more United City of Yorkville residents) shall be given priority over non- resident groups. The 80% residency requirement shall be calculated based on the total number of people who will be in attendance. Parks and Park amenities may be used on a drop-in basis by any group or individual without a reservation on a first come first serve basis. Drop-in use is limited to 2 hours and does not include any organized or use. Groups or individuals with an approved reservation or permit and City programs will have priority use. In case of inclement weather, the United City of Yorkville Park and Recreation Department shall make the final decision regarding use of the park or park amenities. Request for Parks and Park Amenities Reservation Organizations, Groups and individuals desiring to reserve Parks, Park amenities including shelters, gazebos, etc, shall complete the standard application for reservation. Some parks may be excluded from park reservations as determined by recommendations from the Park Board or staff. In addition, organizations, groups, and individuals shall be required to submit the following with the application form: • (For Groups and Organizations)A certificate of insurance—co-naming the United City of Yorkville as an additional insured,Assumption of liability, and Waiver of subrogation • A signed permit request form with the name and address of the person making the request. In addition, complete information regarding the use of the park or park amenities and acknowledgement/agreement to adhere to the park use policy. • The Recreation Department may request additional information from the desired individual or groups if it is considered to be in the best interest of the City or necessary to make a decision regarding the use. Reservation requests shall be approved beginning on the following dates: Spring Season (March—May) February 15th Summer Season (June—August) April 15th Fall Season (September—November) July 15th PREMICIABLE USES FOR RESERVATIONS Any resident, organization or group wishing to reserve a park, or park amenity for use shall have an approved reservation permit prior to publicly advertising the use of the park or location. This includes single use or multiple use requests. A. BLOCK PARTIES B. COMMUNITY OR ORGANIZATION EVENT(non-fund raisers) C. PRIVATE EVENTS (family reunions, weddings, private parties) D. COMMUNITY OR ORGANIZATION EVENT(fund raisers) Draft 3/2/04 3 At the time of application, all special requests must be indicated in detail on the reservation form. These include, but are not limited to, selling concessions (including items to be sold and their prices), selling of miscellaneous items for fund raising or profit, extended park hours use, use of a public address system, admission charges, additional maintenance, use of snow fence, and water or electrical access. No equipment or permanent signage will be added or installed to the park without the permission of the Park Board, City Council, or designated staff. No intoxicating liquor or persons under the influence of alcohol or drugs shall be allowed in any City Parks or premises. Groups using the United City of Yorkville parks, fields, buildings or facilities are responsible for litter control and pick up. Damage or excessive litter may result in a loss of privileges and use. Selling of any items in the parks must be approved through the permitting process. Adhere to the GENERAL POLICIES AND PROCEDURES FOR USE OF THE UNITED CITY OF YORKVILLE PARKS, FIELDS AND FACILITIES. Any violation of these policies can impact the current and future uses of all City Parks, fields and!or facilities. Furthermore, the resident, group or organization assumes all responsibility for the repair or replacement of damage as a result of misuse of the park, equipment or park amenities. PARK, GAZEBO, SHELTER RESERVATION FEES A. Establishment The Board shall annually (based on fiscal year) recommend fees for the reserved use of Park, Gazebo, Shelter based on the premise that fees charged shall be used to partially offset the cost of maintaining and upgrading the City's Parks and amenities. Fees shall be established in the following categories: 1. Gazebo single use 2. Shelter single use 3. Park single use (non athletic fields) 4. Gazebo multiple use 5. Shelter multiple use 6. Park multiple use (non athletic fields) 7. Resident, non-resident and commercial use fees 8. Special use (including fundraising, educational and religious) B. Resident verses Non-Resident Users To qualify for resident fees a group shall consist of 80% or more residents of the United City of Yorkville, City boundaries. The 80% residency requirement shall be calculated based on the total number of individuals using the park. Residency shall be determined based on the home address of the individuals as opposed to the business address or the address of other family members. The Recreation Department may waive the residency requirement if it considered to be in the best interest of the City. C. Commercial Users Draft 3/2/04 4 Any group reserving park or park amenity for profit making purposes shall be charged the commercial fee. D. Waiver of Fees The City of Yorkville may waive fees to schools, private groups or organization in exchange of services or agreed upon arrangements. E. Payment of Fees Groups reserving a park or park amenity shall provide a 20% deposit to guarantee the reservation. Groups or individuals reserving parks or park amenities on a single or multiple use basis shall be required to pay the established fee at least one week prior to the date reserved. A permit shall be issued upon payment of the fee. Payment of fees shall be made at the Yorkville Park and Recreation Department- Beecher Community Center. If a park or park amenity is damaged due to improper use by the group or individual and requires more than normal maintenance and/or repair to be restored to its original condition, the group or individual shall be charged the amount necessary to cover the cost of the required maintenance and/or repair. F. Refund of Fees A refund of a park or park amenity reservation fee may be granted for the following reasons: • If the United City of Yorkville Park and Recreation Department staff feels that the park is in an unusable condition. • If the group or individual provides written notification of cancellation to the Department at least one week prior to the date reserved. RESERVATION FEES Attached fee schedule. The fee schedule will be reviewed and adjusted annually based fiscal expenses. Fees charged shall be used to partially offset the cost of maintaining and upgrading the City's Parks. All fees are subjected to changing without notice. Draft 3/2/04 5 GENERAL POLICIES AND PROCEDURES FOR USE OF THE UNITED CITY OF YORKVILLE PARKS, FIELDS AND FACILITIES: • No equipment or permanent signage will be added or installed to the park without the permission of the United City of Yorkville Park and Recreation Department. • No ball hitting or pitching into fences or dugouts is allowed. • Each party will report any damage, accidents and or maintenance concerns to the park and recreation department immediately. ■ Coordination of work involving the park department staff or use of the equipment will generally require a two-week notice,for scheduling purposes. • Only approved maintenance vehicles are allowed on grass. Vehicles are not allowed on the fields proper. • All requests for use of fields, or park(s)must be in writings. ■ Each group must complete a checklist ensuring that the fields are in acceptable condition after their scheduled use. This form must be turned into the Park and Recreation Department at the end of the season or maintenance obligation. • Due to the scheduling or early setups for the other functions, all groups and organizations are requested to use only the area,field,or park that has been assigned to them. • No group may meet in the United City of Yorkville parks that practices discrimination in any manner, or partisan political activities of any kind. Non-partisan public meetings and information forums are permitted. • No intoxicating liquor or persons under the influence of alcohol or drugs shall be allowed on the premises. Failure to follow this rule will result in forfeit of deposit, assessed damage fees and privileges immediately. Recreation and Park Department staff as well as the Yorkville Police Department may be patrolling and monitoring the event at the discretion of the United City of Yorkville staff. • Groups using the United City of Yorkville parks, fields, buildings or facilities are responsible for litter control and pick up. Damage or excessive litter may result in a loss of privileges and use. • Groups may not use the fields or parks when the weather conditions are dangerous or when the field conditions are not acceptable. All groups must adhere to the inclement weather practice for field conditions; (no standing water, saturated turf conditions,or times when safety is a concern). • Groups must adhere to all city ordinances, policies and procedures when using the facilities, parks and fields. (Sign ordinance, Building rental policies, Lightening Prediction Policy, and weather warning alarm system, and any other city guidelines that pertain to the use of City Owned property). • No parking on sidewalks or grass areas in or surrounding the parks. Draft 3/2/04 6 • No grilling or open flames in the parks. • All animals must adhere to the leash control ordinance. ATTACHMENT PARKS, GAZEBOS, SHELTERS RESERVATION POLICY Fiscal Year 2004 -2005 RESERVATION FEES The fee schedule will be reviewed and adjusted annually based fiscal expenses. Fees charged shall be used to partially offset the cost of maintaining and upgrading the City's Parks and amenities. All fees are subjected to changing without notice. Category A Government and non-profit organization which are located within the United City of Yorkville. Category B Private groups and individuals which are comprised of predominately (at least 80%) United City of Yorkville residents. Category C Business or corporations which are located within the United City of Yorkville boundaries. Category D Governmental and non-profit organizations which are located outside the United City of Yorkville boundaries. Category E Private groups and individuals who do not fall into the predominately resident classification (Category B). Category F Business or corporations which are located outside of the United City of Yorkville boundaries. Category A Category B Category C Shelter Gazebo Park Shelter Gazebo Park Shelter Gazebo Park 0-2 hours 10.00 35.00 20.00 10.00 35.00 20.00 15.00 40.00 25.00 2-4 hours 15.00 40.00 25.00 15.00 40.00 25.00 20.00 45.00 30.00 4-6 hours 20.00 55.00 30.00 20.00 55.00 30.00 30.00 65.00 40.00 6-8 hours 25.00 75.00 40.00 25.00 75.00 40.00 45.00 90.00 55.00 Category D Category E Category F Shelter Gazebo Park Shelter Gazebo Park Shelter Gazebo Park 0-2 hours 20.00 45.00 30.00 20.00 45.00 30.00 30.00 55.00 45.00 2-4 hours 25.00 50.00 35.00 25.00 50.00 35.00 35.00 60.00 50.00 4-6 hours 35.00 65.00 45.00 35.00 65.00 45.00 45.00 80.00 65.00 6-8 hours 50.00 80.00 65.00 50.00 80.00 65.00 65.00 95.00 80.00 Key Deposit: $25.00 residents $35.00 non-residents SPECIAL USE Water or electrical access when available $20.00 additional. Must supply your own extension cords. Please reference the concession stand /vendor operation policy for special use request. Draft 3/2/04 7 STANDARD APPLICATION FOR SHELTERS,GAZEBOS,AND PARKS RESERVATION UNITED CITY OF YORKVILLE PARK AND RECREATION DEPARTMENT 1 Reservation requests shall be approved beginning on the following dates: Spring Season (March—May) February 15th Summer Season (June—August) April 15th Fall Season (September—November) July 15th Please indicate type of Group requesting use by circling the appropriate category Category A Government and non-profit organization which are located within the United City of Yorkville. Category B Private groups and individuals which are comprised of predominately (at least 80%) United City of Yorkville residents. Category C Business or corporations which are located within the United City of Yorkville boundaries. Category D Governmental and non-profit organizations which are located outside the United City of Yorkville boundaries. Category E Private groups and individuals who do not fall into the predominately resident classification (Category B). Category F Business or corporations which are located outside of the United City of Yorkville boundaries. Group or Individual Name Contact Person: Address Home Phone: Work Phone: Email LOCATION REQUESTED: DATE(s)/TIME(s)REQUESTED: PURPOSE Special Use requests(concessions,water,electrical, other). Will you be selling any products,food, or miscellaneous items?Yes(please explain) No In order complete the request,the following documents must be forwarded to the Recreation Department: (Groups or Organizations)-A certificate of insurance co-naming the United City of Yorkville as an additional insured, Assumption of liability, and Waiver of subrogation. OFFICIAL USE Addition information requested Reservation Amount Deposit amount (20%) Date of Request Date Received Staff initials Approved/Denied Refund Requested Location Assigned Concession Stand, Merchant License Applications Needed: Yes / No Health Department Permit Needed: Yes / No STATE OF ILLINOIS ) ) ss COUNTY OF KENDALL ) ORDINANCE NO. 2004- ORDINANCE AMENDING UNITED CITY OF YORKVILLE WATER CONSERVATION REGULATIONS ORDINANCE NO. 04-17 WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the Mayor and City Council, has determined it necessary to amend the Water Conservation Regulations; and WHEREAS, THE UNITED CITY YORKVILLE, after careful consideration by the Mayor and City Council, has determined that it is in the best interests of the community to amend the Section 7-5-15 (I) Penalty in order to ensure the orderly and efficient enforcement of the Water Conservation Regulations. NOW THEREFORE BE IT ORDAINED BY THE UM l'hD CITY OF YORKVILLE; That Section 7-5-15(I)Penalty is hereby revoked; and a new Section 7-5-15(I) is created to read as follows: 1. Any United City of Yorkville inspector, employee, officer or citizen observing a violation of Title 7 may file a complaint for violation of Title 7 by notifying the United City of Yorkville Police Department. 2. Any person who or which violates, disobeys, neglects, fails to comply with or resists enforcement of the provisions of this Article other than Section(3)(A)(3) or Section(3)(F) above, shall be subject to penalties as provided in section 1-4-1 of this code in conjunction with the following provisions. a. $50.00 for a first offense; b. $125.00 for a second offense; and 1 c. $500.00 for each subsequent offense. 3. Within ten(10) days of receiving notice of such violation any person may pay at the Office of the United City of Yorkville Water Department the fine. 4. The amount of any fine due pursuant to Title 7, for a violation of the provisions of Title 7 occurring at a property in the City, if not paid as provided therein, a notice to appear shall issue and upon adjudication of the matter and assessment of a fine, the fine amount owed to the City shall be added to the bill for water consumption for the property at which the offense occurred. Any Ordinance or parts thereof in conflict with the provisions of this Ordinance are hereby repealed to the extent of such conflict. The various parts, sections, and clauses of this Ordinance are hereby declared to be severable. If any part, sentence, paragraph, section, or clause is adjudged unconstitutional or invalid by a Court of competent jurisdiction, the remainder of the Ordinance shall not be affected thereby. IN WITNESS WHEREOF, this Ordinance has been enacted this day of , 2004. 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. 2004. MAYOR 2 PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 2004. Attest: CITY CLERK Prepared by: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 630.553.9500 3 UNITED CITY OF YORKVILLE To: Tony Graff, City Administrato 11 From: Joe Wywrot, City Engineer Subject: Subdivision Control Ordinance evisio Date: April 7, 2004 Attached find the revised Subdivision Control Ordinance. The ordinance was revised after review by the Public Works Committee, the Committee of the Whole, Department Heads, and the City Attorney. Below find a summary of those changes: Subdivision Ordinance: • Change name of ordinance to Subdivision Control Ordinance. This is to conform with several development agreements that have used the word "control" when refeuing to the ordinance. • Section 3.02.05 was added to adopt the Park Development Standards that were adopted June 1, 2003, as an exhibit to the subdivision ordinance. • Section 5.01 was revised to require the developer to also present the Concept Plan to the Park Board and the Committee of the Whole. • Sections 6.03.01.1 and 8.04.03 were revised to require final plats and as-built plans to be submitted using NAD27 Illinois State Plane coordinates. Our GIS system uses this coordinate system, any by requiring new development to use the same system we will be able to update the GIS much more easily. • Section 8.04.02 was revised to require that on-street parking during build-out of the subdivision be limited to one side of the street only. The developer would be required to post temporary signs. This can be a real problem for snow plowing and emergency vehicle access. • Section 9.03 was revised by referring to the Zoning Board of Appeals (rather than the Plan Commission) regarding variations from the ordinance. This section was also expanded to list guidelines regarding findings of fact and considerations for variations. • Section 13.00 was changed to pertain to repealing previous ordinances rather than stating when the ordinance becomes effective. The section regarding effective date was moved to Section 15.00. • Section 14.00 was added to address severability. • Section 11.01 was revised by stating that the city may require some or all of the developer's park cash contribution to be paid prior to recording of the final plat. Standard Specifications for Improvements: General • Changed the page numbering system by putting an "S" in front of the page number. This will help distinguish the Standard Specifications from the ordinance itself. • For work along state highways, require that advance-warning signs be placed. Our Police Department would dictate the type, locations, and timing of placement for these signs. • Require that any new traffic signals be equipped with LED lights, and that a battery backup device be provided as standard equipment. • Require that streets be cleaned at the direction of the Public Works Department. Require a deposit of 55000 be established with the city to be drawn upon to pay for this work. Hopefully this requirement would motivate the developer to keep the streets cleaner. • Require that for any development requiring a traffic study, the developer make a deposit with the city and we would hire the traffic consultant. This would eliminate doubts about the consultant recommendations, which can be subjective at times. • Require that any existing trees deemed to be dead, dying, or of an undesirable species be removed at the direction of the Public Works Department. Also require input from the Parks Department regarding removal of existing trees. • State that punchlists cannot be generated until at least 50% of the lots in a development are built out or three years after the binder course is paved, whichever comes first. We have a similar provision regarding paving of surface course in the existing ordinance. Build-out of a subdivision always results in problems such as buried manholes, offset frames, damaged B-Boxes, damaged curb, etc. We have had more than one developer request a punchlist immediately after the binder course is paved with the idea of getting the public improvements accepted before their builders damage them. We need to keep the developer on-board however, as the one party responsible for repairing damage. Otherwise we will be chasing after builders and landscapers who typically point fingers at each other. The end result would be that the city ends up paying for the repairs or performing them in-house. Lighting • Revise the street light requirement to match the luminaire and photocells equipment currently used by the Public Works Department. • Eliminate the requirement for cable in unit duct. Our Public Works Department prefers direct burial cable. Specify a minimum cable size of No. 6 AWG. • Specify that streetlight ground rods be a minimum of 5/8" diameter and 10 feet long. We currently require a ground rod, but the size is not specified. • Once streetlights are activated, "nolnial"maintenance would be performed by the city. This would eliminate the battles between the city and developers about who should replace burned out bulbs, etc. "Noinial"maintenance would consist of investigating the repair and correcting it if is a burned out lamp, fuse, or photo-cell. All other repairs would be referred to the developer. • Require that any streetlight cable broken more than once during build-out of the subdivision be replaced from the power source to the streetlight with new cable. • Add a requirement that lighting of private property should minimize glare. The purpose of this language is to encourage the "dark sky" lighting concept. The wording comes from a Village of Homewood ordinance with some minor revisions. • Revise the model number for the American Electric luminaire. The luminaire hasn't changed, but American Electric recently changed their product numbering system. Streets • Add the "hybrid" collector roadway to our standards. This is a 34' B-B roadway in a 70' right-of-way with our noithal collector road pavement structure. It would be used in non-commercial and non-industrial areas where projected traffic volumes are between 1000 ADT and 2500 ADT. The name of this type of road would be "minor collector". This type of roadway could be "loaded" (have private driveways connected directly to it). • Change the name of our 39' B-B roadway from "minor collector" to "collector". This roadway would be the minimum standard used in commercial and industrial areas, and in other areas where projected traffic volumes are between 2500 ADT and 12,000 ADT. Collector roads could not be loaded in residential areas. • Change required ADT for our major collector roadway to be 12,000 or higher. Major collector roads could not be loaded in residential areas. • Delete reference to "arterial" roadways in the ordinance. Only state highways would be considered arterial roadways, therefore no design standards are necessary. • Require that boulevard-style roadways have a minimum width of 28' B-B for approaches to intersections. This allows for independent turning movements. For traffic entering the development and for long sections within the development the minimum width would be 20' B-B. This allows for traffic to pass a stopped or stalled vehicle. • Require that all new roadways have the edge of pavement cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. This helps keep water away from the subgrade and minimizes weeds sprouting up at the curbline. We have been doing this for city-funded road projects for the past several years. • Add standards for Portland Cement Concrete pavement. I suggest we reference American Concrete Pavement Association publications IS 184P and IS061 P, as amended. These standards were used for the design of the roadways for the Menards commercial development. • Clarify that geotextile fabric is required at subgrade whenever the subgrade soil is non-granular. This would include instances when the subgrade is lime-stabilized. • Eliminate the requirement for CA-7 stone beneath the curbline. The purpose of this requirement was to improve drainage, but construction is very difficult and the benefit is questionable. Allow CA-6 gradation in those areas. • Reference IDOT "Superpave" asphalt design mixes. IDOT is phasing out their old "Class I" mix designs. • Require that areas of segregated pavement (binder or surface) be removed and replaced. We have been doing this all along, but sometimes we have to fight for it. • Require that any section of replaced pavement (binder or surface) be replaced with a patch that is 50% thicker than the surrounding pavement. This is because a patch never matches the surrounding pavement elevation; it is either a little higher or lower. This results in an impact loading to the patch when traffic travels onto it. The thicker pavement will help to resist those impacts. • Add a statement that the city may require traffic-calming measures in the roadway design. These measures may include, but not be limited to, curvilinear designs, landscaping beyond the requirements of the landscape ordinance, traffic tables, and fog lines. Storni Sewers/Detention • Eliminate the requirement for weep holes in catch basins and inlets. The benefit of this is questionable, and creates the potential for base failure if the fabric wrap breaks through. We have not been enforcing this part of the ordinance for these reasons. • State that the city may require that stomi sewer be constructed down the middle of the street at certain locations. Noiivally we discourage designs that result in manholes being constructed under the pavement because of problems during snow plowing. There is a definite benefit to having stoini sewer under the road, however, because doing so provides a continuous drain for the roadbed. By using an open-graded stone to backfill the trench, we would be creating a French drain that will keep the roadway subgrade dry, thereby increasing the life of the pavement. Manholes would be placed at the crown of the road, which should minimize snowplowing problems. We will probably meet resistance from developers regarding this item due to the cost of the stone backfill, but the benefits are so significant that I feel we should seriously consider adopting this measure. • Require that non-RCP stoini sewers be mandrel-tested. • Allow stoini manholes for smaller diameter sewer to be 4' diameter. Currently we require 5' diameter manholes for all storm sewers regardless of sewer diameter. • State that the current method of calculating detention volume shall remain for developments less than 10 acres in size, but that for larger developments more advanced computer methods may be used. • Require that Best Management Practices may be required in the design of grading, landscaping, and stoiiu sewers to improve stormwater quality. We currently have this provision, but it only applies to stoiniwater basins. • A maximum allowable "bounce" (difference between normal water level and high water level) should be established for wet ponds. The proposed standard is to have a 2-foot bounce for the 10-year storm. The net effect is that the depth of water at the safety shelf, which is set 2 feet below NWL, would be 4 feet for the 10-year stoini, which is comparable to our 4-foot bounce limit for dry ponds. The current ordinance doesn't have a bounce limit for wet ponds. • Allow the city to require wetland-type plantings at the edge of wet ponds. This would discourage people from entering the water, might keep some objects from going into the water (like a ball) that someone might try to retrieve, and has a side benefit of cutting down on the goose population. The current ordinance allows the city to require Best Management Practices in stoini basin design to promote good stomnwater quality, but doesn't identify specific designs. • Eliminate criteria regarding safety shelf width, pond embankment slopes, and flared end section grates. Instead, refer to the Park Development Standards adopted June 1, 2003, and make those standards an additional exhibit to the subdivision ordinance. • Require that the stone sewers discharging to a pond have inverts no lower than the NWL, and the top of the pipe to be no lower than the 10-year HWL. This would reduce the tendency for sediment to collect in sewers, which reduces their carrying capacity and increases maintenance costs. • When compensatory storage is provided due to filling of depressional areas or riverine floodplains, the most recent compensatory storage ordinance requirements shall apply. For depressional compensatory storage provided by increasing the volume of a stoimwater detention basin, the maximum allowable release rate of the basin shall be modified as directed by the city to approximate the pre-development release of the depressional areas and realize the full storage potential of the enlarged basin. • Add a requirement that curb drains have a fish logo on the casting whenever possible. This is one of our NPDES Stounwater Phase 2 requirements through the Illinois EPA. Both Neenah Foundry and East Jordan Iron Works have made this a standard that is provided at no additional cost. • Add a requirement for PCC washout basins. This is also one of our NPDES Stouuwater Phase 2 requirements through the Illinois EPA. The intent is to keep chemicals out of the stoith sewer system and receiving creeks and streams. It will have the added benefit of reducing complaints from residents about debris and weeds growing in un-mowed areas. A fine of up to $100 per occurrence would be charged for non-compliance. • Include examples of stomiwater best management practices. Incorporating stoiiuwater BMP's into new development is also one of our NPDES Stormwater Phase 2 requirements through the Illinois EPA. Sanitary Sewers • Require heavy wall PVC conduit at lift stations as opposed to galvanized steel. Lift stations have a very corrosive environment that steel reacts poorly to. • Require lift station wet well diameter to be a minimum of 8 feet, and that the exterior of the wet well be waterproofed. • Modify the mandrel-testing requirement for sanitary sewers to require a 9-point mandrel. Wateunain • Clarify that wateiiiiain recaptures shall be based on the required fire flow of the development, and not on the minimum pipe size allowed by ordinance. Required fire flow rates vary based on use, construction materials, and the size of the building. The required flow rates for all residential areas would be 1500 GPM, for commercial/industrial areas the required flow would be 3250 GPM, and for school areas the required flow would be 3375 GPM. The recommended rates were calculated by EEI as being representative of a broad spectrum of different types and sizes of buildings. • Charge developers for water usage and bacteria testing. Minor changes were also made to make the ordinance more readable, correction of typographic errors, etc. Please place this item on the April 20, 2004 Committee of the Whole agenda for review. Cc: Laura Brown, Director of Parks & Recreation Bill Dettmer, Building Department Eric Dhuse, Director of Public Works Dan Kramer, City Attorney Harold Martin, Chief of Police UNITED CITY OF YORKVILLE SUBDIVISION CONTROL ORDINANCE THE UNITED CITY OF YORKVILLE Ordinance No. Date Adopted April 13,2004 Yorkville Subdivision Control Ordinance YORKVILLE SUBDIVISION CONTROL ORDINANCE SECTION 1.00 TITLE 2.00 INTENT&PURPOSE 3.00 GENERAL PROVISIONS 3.01 Jurisdiction 3.02 Interpretation 3.03 Separability 3.04 Rules _ 4.00 DEFINITIONS 5.00 PROCEDURE FOR SUBMISSION OF SUBDIVISION PLAT 5.01 Pre-Application Conference 5.02 Concept Plan 5.03 Preliminary Plan 5.04 Final Plan 6.00 REQUIRED INFORMATION TO BE SHOWN ON SUBDIVISION PLANS &PLATS 6.01 Pre-Application Conference Plan 6.02 Preliminary Plan 6.03 Final Plan 7.00 DESIGN STANDARDS 7.01 General 7.02 Public Sites and Open Spaces 7.03 Standards 7.04 Half-Streets 7.05 Alleys 7.06 Street Jogs 7.07 Street Intersections 7.08 Blocks 7.09 Lots 7.10 Easements 2 Yorkville Subdivision Control Ordinance YORKVILLE SUBDIVISION CONTROL ORDINANCE, CONTINUED SECTION,CONTINUED 8.00 REQUIRED IMPROVEMENTS 8.01 Improvement Requirements Prior to Filing Final Plat 8.02 Subdivision Securities 8.03 Construction Warranty 8.04 Procedure 8.05 Streets 8.06 Sidewalks 8.07 Street Lighting 8.08 Signage, Guard Rails, &Landscaping 8.09 Storm Water Drainage 8.10 Sanitary Sewer System 8.11 Water System 8.12 Over-sizing of Utilities 9.00 ADMINISTRATION 9.01 Building Peiurit 9.02 Certificate of Occupancy 9.03 Variations 10.00 AMENDMENTS 10.01 Initiation of Amendment 10.02 Processing Application for Amendment 10.03 Decisions 11.00 FEE SCHEDULE 11.01 Land-Cash Contributions 11.02 Fees 12.00 VIOLATIONS,PENALTY, &ENFORCEMENT 13.00 REPEALER 14.00 SEVERABILITY 15.00 EFFECTIVE DATE Exhibit 1 Standard Specifications for Improvements Exhibit 2 Park Development Standards ,ems rG o4a 4'a' V04142.Ga //t 9,6,,a,,,4,,,way/ Jia,a ate, �,o%c%iv,ia-ic v VOW An 1 6%01,i/2a4,Ceij C1,34 c/aiwG a/Vv,,o r,,P 4 ri6c,vo r.,,+,oi/ay%atez ow,,, ew way,o,X o4 Jvt,LGG(/osv foie/ day o/i , as aegcaey dly ameyu!ed a#1/,ouv.• 3 Yorkville Subdivision Control Ordinance SECTION 1.00-TITLE This Ordinance shall hereafter be known, cited, and referred to as the Yorkville Subdivision Control Ordinance. SECTION 2.00—INTENT&PURPOSE The regulations of this ordinance are adopted: To protect the interests of the land owner, the investor in land,the homeowner, and the municipal unit; To conserve,protect, and enhance property and property values; to secure the most efficient use of land; and to facilitate the provisions of public improvements; To provide for orderly growth and development; to afford adequate facilities for the safe and efficient means for traffic circulation of the public; and to safeguard the public against flood damage; To prescribe reasonable rules and regulations governing the subdivision and platting of land; the preparation of plats; the location,width, and course of streets and highways; the installation of utilities, street pavements, and other essential improvements; and the provision of necessary public grounds for schools,parks, playgrounds, and other public open space; and To establish procedures for the submission, approval, and recording of plats, to provide the means for enforcement of the ordinance,and to provide penalties for violations. SECTION 3.00—GENERAL PROVISIONS 3.01 JURISDICTION This Ordinance shall apply to all subdivision of land within the incorporated limits of the United City of Yorkville, and within its contiguous territory,but not more than one and one-half miles beyond the incorporated limits of the United City of Yorkville. 3.02 INTERPRETATION 3.02.01 Minimum Requirements: The provisions of this Ordinance shall be held to be the minimum requirements for the promotion of public health, safety, and welfare. 3.02.02 Relationship with Other Laws: Where the conditions imposed by any provision of the Ordinance are either more restrictive or less restrictive than comparable conditions imposed by any other ordinance, law,resolution,rule,or regulation of any kind,the regulations that are more restrictive(or which impose higher standards or requirements) shall govern. 3.02.03 Effect On Existing Agreement. This Ordinance is not intended to abrogate any easement, covenant, or any other private agreement,provided that where the regulations of this Ordinance are more restrictive (or impose higher stands or requirements) than such easements, covenants, or other private agreements, the requirements of this Ordinance shall govern. 3.02.04 The Standard Specifications for Improvements shall be hereby included and made a part of this Subdivision Control Ordinance in its entirety. 3.02.05 The Park Development Standards shall be hereby included and made a part of this Subdivision Control Ordinance in its entirety. 4 Yorkville Subdivision Control Ordinance 3.03 SEPARABILITY Should any section, subsection, clause, or provision of this Ordinance be declared by a court of competent jurisdiction to be invalid,the same shall not affect the validity of the Ordinance as a whole, or any part thereof, other than the part so declared to be invalid. 3.04 RULES In the construction of this Ordinance, the rules contained herein shall be observed and applied, except when the context clearly indicates otherwise: 1. Words used in the present tense shall include the future,and words used in the singular number shall include the plural number,and the plural shall include the singular. 2. The word"shall"is mandatory,and not discretionary. 3. The word"may"is permissive. 4. The masculine gender includes the feminine and neuter. SECTION 4.00—DEFINITIONS The following words and terms,wherever they occur in this Ordinance, shall be interpreted as herein defined: Alley: A public right-of-way,primarily designed to serve as secondary access to the side or rear of properties whose principal frontage is on some other street. Block: A tract of land bounded by streets, or by a combination of streets,railway right-of-ways, or waterways. Building Setback Line: A line across a lot or parcel of land, establishing the minimum open space to be provided between the line of a building or structure, and the lot line of the lot or parcel. City: The Mayor and City Council of the United City of Yorkville, Illinois. Crosswalk: A strip of land 10' or more in width, dedicated to public use,which is reserved across a block to provide pedestrian access to adjacent areas, and may include utilities,where necessary. Cul-de-Sac: A street having only one outlet, and an appropriate terminal for the reversal of traffic movement,without the need to back up. Dead-end Street: A Street having only one outlet. Density.Gross: A numerical value obtained by dividing the total dwelling units in a development by the gross area of the tract of land upon which the dwelling units are located. Density,Net: A numerical value obtained by dividing the total dwelling units in a development by the total area of the development, less rights-of-way,parks,storm water management areas, and all other non- residential uses. 5 Yorkville Subdivision Control Ordinance Development: Any man-made change to real estate, including: a) Preparation of a plat of subdivision; b) Construction,reconstruction, or placement of a building or any addition to a building; c) Installation of a manufactured home on a site,preparing a site for a manufactured home, or installing a travel trailer on a site for more than 180 days; d) Construction of roads,bridges, or similar projects; e) Redevelopment of a site; f) Filling, dredging, grading,clearing, excavating,paving, or other non-agricultural alterations of the ground surface; g) Storage of materials, or deposit of solid or liquid waste; • h) Any other activity that might alter the magnitude, frequency, deviation, direction, or velocity of storm water flows, from a property. Easement: A grant by a property owner for the use of a parcel of land by the general public, a corporation, or a certain person or persons for a specific purpose or purposes. Eyebrow Cul-de-Sac: A cul-de-sac whose center radius point is less than 80 feet from the centerline of the intersecting cross street. Floodplain: That land adjacent to a body of water with ground surface elevations at or below the base flood or the 100-year frequency flood elevation. The floodplain is also known and the Special Flood Hazard Area (SFHA). Frontage: The property on one side of a street,between two intersecting streets (crossing or terminating), measured along the line of the street; Or,with a dead-end street, all property abutting one side of such street, measured from the nearest intersecting street and the end of the dead-end street. Frontage Road: A public or private marginal access roadway, generally paralleling and contiguous to a street or highway, and designed to promote safety by eliminating unlimited ingress and egress to such street or highway by providing points of ingress and egress at relatively-uniform spaced intervals. Half Street: A Street bordering on or more property lines of a subdivision tract,to which the subdivider has allocated only a portion of the ultimate and intended street width. IDOT: Illinois Department of Transportation. Improvement Plans: The drawing of all required land improvements,prepared by an Illinois Registered Professional Engineer, and all accompanying information as required by the Ordinance. Improvements: All facilities constructed or erected by a subdivider within a subdivision,to permit and facilitate the use of lots or blocks for a principal residential,business, or manufacturing purpose. Land Improvement: All required onsite and offsite subdivision improvements, including but not limited to, any sanitary sewage system,water distribution system, storm drainage systems,public utility systems, sidewalk systems,public or private streets, street lighting, street signs, grading and drainage way facilities, pedestrian ways, and retention and detention basins. 6 Yorkville Subdivision Control Ordinance Lot: A portion of a subdivision or other parcel of land, intended for transfer of ownership, or for building developments. Lot Depth: The distance between the midpoint of the front lot line and the midpoint of the rear lot line. Lot, Double Frontage: A lot,two opposite lot lines of which abut upon streets which are more or less parallel. Lot Line: A boundary line of a lot. Lot Width: The distance on a horizontal plane between the side lot lines of a lot, measured at right angles to the line, establishing the lot depth at the established building setback line. Parcel: The word parcel shall refer broadly to a lot, tract, or any other piece of land. Parkway: A strip of land situated within the dedicated street right-of-way, either located between the roadway and right-of-way line, or a median located between the roadways. Parking Lot: An area permanently reserved and/or used for the temporary storage of motor vehicles. Plan, Concept: A tentative map or drawing which indicates the subdivider's proposed layout of a subdivision, including a site plan indicating existing offsite roadway connections. Plan, Final: The final plat,plus all accompanying information required by this Ordinance. Plan,Preliminary: The preliminary plat,plus all accompanying information required by this Ordinance. Planned Unit Development: Parcel of land or contiguous parcels of land in single ownership or unified control,to be developed as a single entity,the character of which is compatible with adjacent parcels, and the intent of the zoning district in which it is located; the developer may be granted relief from specific land use regulations and design standards in return for assurances of an overall quality of development, including any specific features which will be of benefit to the City as a whole, and would not otherwise be required by the City Ordinances. Plat: A subdivision as it is represented as a formal document by drawing and writing. Plat, Final: The final map drawing or chart, on which the subdivider's layout of a subdivision is presented to the City Council for approval, and which, if approved, will be submitted to the County Recorder for recording. Plat,Preliminary: A tentative map or drawing,which indicates the subdivider's proposed layout of a subdivision,including all proposed improvements. Re-subdivision: The subdivision of a tract of land that has previously been lawfully subdivided, and a plat of such prior subdivision duly recorded. Right-of-Way: A strip of land occupied or intended to be occupied by a road, crosswalk,railroad, electric transmission line, oil or gas pipeline, water main, sanitary or storm sewer main, or for another special use. The usage of the term"right-of-way" for land platting purposes in the United City of Yorkville shall mean that every right-of-way hereafter established and shown on a final recorded plat is to be separate and distinct from the lots or parcels adjoining such right-of-way, and not included within the dimensions or areas of such lots or parcels. Rights-of-way intended for roads, crosswalks, water mains, sanitary sewers, the maker of the plat on which such right-of-way is established shall dedicate storm drains, or any other use involving maintenance by a public agency to public use. Roadway: The paved portion of the street available for vehicular traffic. 7 Yorkville Subdivision Control Ordinance Service Drive: A public street, generally paralleling and contiguous to a main traveled way,primarily designed to promote safety by eliminating promiscuous ingress and egress to the right-of-way, and providing safe and orderly points of access at fairly uniformly-spaced intervals. Sewage Disposal System, Individual: A sewage disposal system, or any other sewage treatment device approved by the Kendall County Department of Public Health, and servicing only one lot. Sewage Disposal System, Central: A system of sanitary sewers, serving ten or more lots that discharge either into an interceptor sewer or an approved sewage treatment plant. Sidewalk: That portion of street or crosswalk way,paved or otherwise surfaced, intended for pedestrian use only. Street: A public or private right-of-way which affords a primary means of access to abutting properties, whether designated as a street, avenue,highway, road,boulevard, lane, throughway, or however otherwise designated,but excepting driveways to buildings. Street, Half: A street bordering one or more property lines of a tract of land in which the subdivider has allocated but part of the ultimate right-of-way width. Street,Marginal Access: A minor street which is parallel to and adjacent to a thoroughfare, and which provides access to abutting properties and protection from through traffic. Street.Estate Residential: A Street of limited continuity,used for access to abutting rural residential properties and local needs of a neighborhood. This street carries less than 1000ADT. Street, Local Residential: A Street of limited continuity,used primarily for access to abutting rural residential properties and local needs of a neighborhood. This street carries less than 1000ADT. Street,Major Collector: A street that serves as a main traffic thoroughfare,both within and outside of the City, carrying heavy volumes of traffic. This street carries more than 2500 ADT. Street, Collector: A Street that collects and distributes traffic,primarily within residential areas. This street carries between 2500 and 12,000 ADT. Street,Minor Collector: A Street that collects and distributes traffic within intensively developed areas, and is used primarily for internal trips within the planning area. This street carries between 1000 and 2500 ADT. Street Width: The shortest distance between the backs of the curb or edge of pavement of a roadway. Subdivider: Any person or corporation or duly authorized agent who undertakes the subdivision or development of land as defined herein. Also referred to as Developer. Subdivision: A described tract of land which is to be, or has been, divided into two or more lots or parcels. The term subdivision includes re-subdivision and, where it is appropriate to the context,relates to the process of subdividing or to the land subdivided. For the purpose of this manual, the requirements contained herein shall not apply,and no plat is required, in any of the following instances: 1. The division or subdivision of land into parcels or tracts of five acres or more in size, which does not involve any new streets or easements of access; 2. The division of lots or blocks of less than one acre, in any recorded subdivision,which does not involve any new streets or easements of access; 3. The sale or exchange of parcels of land between owners of adjoining and contiguous land; 8 • Yorkville Subdivision Control Ordinance 4. The conveyance of parcels of land or interests therein for use as right-of-way for railroads or other public utility facilities which does not involved any new streets or easements of access; 5. The conveyance of land owned by a railroad or other public utility which does not involve any new streets or easements of access; 6. The conveyance of land for highway or other public purposes or grants or conveyances relating to the dedication of land for public use or instruments relating to the vacation of land impressed with a public use; 7. Conveyances made to correct descriptions in prior conveyances; 8. The sale or exchange of parcels or tracts of land existing on the date of adoption of this Resolution into no more than two parts, and not involving any new streets or easement of access. Turn-Around: An area at the closed end of a street or parking lot,within which vehicles may reverse their direction. Wetlands: As defined by the Illinois Depal latent of Natural Resources. • SECTION 5.00—PROCEDURE FOR SUBMISSION OF SUBDIVISION PLAT Instructions for subdivision plat processes leading to approval and plat recording: - 5.01 CONCEPT PLAN 5.01.01 Application: Petitioners who wish to start the process with a concept plan should at this time submit his application(the original and 35 copies), along with 35 folded copies of his concept plan, a minimum of 15 days prior to the targeted Plan Commission meeting. As part of the application, the petitioner shall also provide the names and addresses of all land owners within 500 feet of the application property to the City's Deputy Clerk, for the purpose of sending certified notices of the required public hearing(s). 5.01.02 Review: Petitioner needs to schedule a meeting with the City Administrator, City Engineer, and Director of Public Works, to review access,availability of water, sewer, storm water, and other related technical issues, at least two weeks prior to the targeted Plan Commission. 5.01.03 Park Board: Petitioner must attend the scheduled Park Board meeting if the development has a residential component. The petitioner(or his duly authorized representative)will present the Concept Plan, and discuss how it fits into the overall City Park Plan. The Park Board will make a recommendation regarding the petitioner's plan for parks. 5.01.04 Plan Commission: Petitioner must attend the scheduled Plan Commission meeting, which will involve an informal public comment session after the petitioner(or his duly authorized representative)presents his Concept Plan. 5.01.05 Committee of the Whole: Petitioner must attend the scheduled Committee of the Whole meeting, which will involve a presentation of the Concept Plan by the petitioner(or his duly authorized representative), and informal discussion with the Committee members. 9 Yorkville Subdivision Control Ordinance 5.02 PRELIMINARY PLAN 5.02.01 The preliminary plan is a drawing complying with all provisions of this Ordinance, and when considered necessary by the Plan Commission or the Plan Council, should be accompanied by other engineering drawings concerning required improvements on which final review for adherence to design standards and improvement proposals is based, and from which detailed engineering drawings can proceed. When the petitioner does not wish to present a Concept Plan,he will start with his Preliminary Plan, and at this time submit his application. Petitioner will be invoiced for the required annexation,re- zoning,engineering, and other applicable fees, which must be paid in full prior to being placed on the Plan Commission Agenda. A deposit for legal and planning services will also be invoiced, and is due at this time. Payment should be made to the Deputy Clerk, and the United City of Yorkville Administrative Offices. As part of the application, the petitioner shall also provide the names and addresses of all land owners within 500 feet of the application property to the City's Deputy Clerk, for the purpose of sending certified notices of the required public hearing(s). 5.02.02 After a written report from the Plan Council, and after review of the Preliminary Plan and discussion with the subdivider on changes and additions that may be required for the plan,the Plan Commission shall make a recommendation in writing to the City Council. 5.02.03 After review of the Preliminary Plan and the recommendation of the Plan Commission, the City Council shall discuss with the subdivider the proposed Plan, and shall,within 45 days, act on the Preliminary Plan. The subdivider shall be notified in writing of any conditions of approval or reasons for disapproval. 5.02.04 Approval of the Preliminary Plan is tentative only,and shall be effective for a period of twelve months. If the final plat has not been recorded within this time limit, the Preliminary Plan must again be submitted for approval,unless upon application by the subdivider,the City Council grants an extension. An extension period shall not exceed two (2) 12-month periods. 5.02.05 Ordinances in effect on the date of Preliminary Plan approval shall govern the preparation of the Final Plan. Ordinances in effect on the date(s) of Final Plat approval(s) shall govern any fees paid or contributions made by the developer. 5.02.06 Fees for legal and planning services will be billed based on per-hour range of work being performed. These amounts are deducted from the deposit amount we invoiced earlier, and a statement of account (reflecting the current credit balance)is sent to the petitioner with the consulting bills enclosed. All fees must be current before proceeding to the next stage of the approval process. 5.03 FINAL PLAN 5.03.01 Approval of the Preliminary Plan all entitle the subdivider to approval of the Final Plan,provided that the Final Plan: 1. Conforms substantially to the approved Preliminary Plan; 2. Meets all conditions of said approval; and 3. Complies with all applicable, current ordinances. Disapproval of the Final Plan is warranted if: 1. There are more than minor deviations from the approved Preliminary Plan; and/or 2. A new highway,pipeline,or other major improvement shall directly affect the proposed development site. 10 Yorkville Subdivision Control Ordinance 5.03.02 The proposed Final Plat must be accompanied by 12 sets of the proposed improvement plans for review by the plan Council. 5.03.03 After reviewing the final plat and applicable minutes from the Plan Council and any discussions on changes and additions that may be required, the Plan Commission shall recommend in writing to the City Council,within 45 days from receipt of the Plan Council minutes, wither approval or disapproval of the Final Plat and its reasons for such recommendation. The final plat then proceeds to The Economic Development Committee which consisting of four(4) City Council members for its further review and recommendation. Project then moves to the Committee of the Whole and then the City Council meeting for approval or disapproval. 5.03.04 The proposed Improvement Plans shall be prepared by a Registered Professional Engineer of Illinois, who shall be responsible for the design of all public and land improvements required by this subdivision Ordinance, as provided in the Illinois Professional Engineering Act. The submitted plans shall be sealed by said Professional Engineer, and shall be in conformance with the City's Standard Specifications for Improvements,and these City Specifications shall be the only specifications for the improvements. The Final Plat cannot be submitted to the plan Commission until the Improvement plans are approved and signed by the City Engineer and the City Administrator,and all fees are paid, and all required securities are filed. 5.03.05 The Final Plat shall be recorded with the County Recorder of Deeds, within thirty- (30) days from the date of final approval, or final approval shall be considered null and void. This requirement shall not apply when delay in recording a plat is due to circumstances beyond the control of the City or developer. 5.03.06 Final Engineering Plan: Submit 3 sets of the Final Engineering Plans to the Deputy Clerk at the City Administrative Offices for review and recommendation by the City Engineer. SECTION 6.00—REQUIRED INFORMATION TO BE SHOWN ON SUBDIVISION PLANS &PLATS The following requirements are held to be the minimum amount of information necessary to convey to the representatives of United City of Yorkville a complete and accurate description of the kind and quality of subdivision proposed. Additional information may be submitted if it will further clarify the proposed subdivision. 6.01 PRE-APPLICATION CONFERENCE PLAN 6.01.01 Concept Plan: The Concept Plan may be done free hand,but shall be done with reasonable accuracy and clarity. The scale of the drawing should be 1"= 100',unless clarity or size of drawing dictates otherwise. The following information shall be shown: 1. Name and address of the owner or subdivider; 2. North arrow and scale; 3. Approximate dimensions and area of parcel; 4. Topography—not greater than 10' contour intervals such as can be obtained from USGS maps; 5. Proposed layout of streets, lots,parks, and non-residential areas, including storm water control; 6. Number of dwelling units, gross and net density; 7. Minimum and average lot sizes; 8. Gross and net area; 9. For multiple-family,commercial and industrial areas: a. Location of buildings; b. Approximate dimensions and area of site; c. Off-street parking, delivery, and pick-up areas; d. Buffer zones. 11 Yorkville Subdivision Control Ordinance 6.01.02 Existing Conditions: Presence of any of the following shall be shown on the Sketch Plan or an additional sheet: 1. Streams, marshes,bodies of water, wooded areas, wetland, and other significant natural features; 2. Location and direction of all water courses,drainage ways, and areas subject to flooding; 3. Location of storm drains, inlets, and outfalls; 4. Existing buildings; 5. Existing utilities, and utilities proposed for extension; 6. Existing streets and streets proposed. 6.01.03 Location Map: A small-scale map or sketch of the general area, showing the relationship between the proposed subdivision and existing community facilities and rights-of-way,with the proposed subdivision indicated thereon. 6.02 PRELIMINARY PLAN The Preliminary Plan shall be drawn at a scale of 1"= 100',unless another scale is approved or required by the Plan Commission or the plan Council at the pre-application conference. 6.02.01 The following information shall be shown on all Preliminary Plans: 1. Notation stating"Preliminary Plan"; 2. The name and address of the owner, the subdivider, and the engineer, surveyor, and planner preparing the plan; 3. Date, scale, and north arrow; 4. Topography—not greater than 2' contour intervals. 5. The proposed subdivision name,which shall not duplicate the name of any plat previously recorded in Kendall County; 6. Location of the subdivision on a small-scale drawing of the general area in which the subdivision lies, with the location of the subdivision indicated thereon,including high-water elevations, if known; 7. The recorded length and bearing of the exterior boundaries of the subdivision; 8. Location and names of adjacent subdivisions and the owners of parcels of un-subdivided land within 200' of property; 9. Zoning on and contiguous to the subdivision; 10. Location,widths,and names of all existing and platted streets, alleys, or other known public ways and easements, railroad and utility rights-of-way,parks cemeteries,watercourses, permanent buildings,bridges, and other pertinent data, as determined by the Plan Commission on the lands proposed to be subdivided,and within one hundred, fifty(150) feet of the proposed subdivision; 12 Yorkville Subdivision Control Ordinance 11. The approximate areas of all parcels of land intended to be dedicate for reserved for public use, or to be reserved in the deeds for the common use of property owners in the subdivision; 12. If the subdivision borders a lake or stream, the distances and bearings of a meander-line established not less than twenty(20) feet back from the average high water mark of the lake or stream, as determined from flood hazard maps or other data, with said distance and source of data noted; 13. Approximate storm water runoff and detention/retention calculations shall be in accordance with the Standard Specifications for Improvements. Offsite tributary drainage areas and discharging routing shall be defined with supporting data as necessary for evaluation; 14. Layout and width of all new streets and rights-of-way, such as highways, easements for sewers and water mains,sidewalks, trees, drainage ways, and other public utilities; 15. Existing trees greater than 6" caliper; 16. Proposed plantings; 17. Legal Description; 18. Site date (See Figure No. 5 in Standard Specifications); 19. Routing to any proposed extensions of existing water and sewer mains, including all pipe sizes, pertinent elevations, and proposed elevations; 20. Internal utility layout, demonstrating sanitary sewer depths,water main looping, storm water routing to and from detention/retention, and locations of existing field tiles; 21. A written statement from the Kendall County Soil Conservation Service(USDA), expressing its opinion of the suitability of the land for the type of land use proposed; 22. A field tile survey, showing locations where exploration trenches were dug, and what was found. 6.02.02 The following information shall be shown for all single-family and two-family areas: 1. Approximate dimensions and minimum lot areas, in square feet; 2. Proposed building set-back lines; 3. Area of property proposed to be dedicated for public use, or to be reserved by deed covenant for use of all property owners in the subdivision with the conditions of such dedication or reservation. 6.02.03 The following information shall be shown for all multiple-family, commercial, industrial, and other non-residential area: 1. Number of units, gross and net densities; 2. Open spaces; 3. Proposed layout of structures; 4. Layout and quantities of all off-street parking and loading areas; 5. Proposed building set-back lines; 6. Area of property proposed to be dedicated for public use, or to be reserved by deed covenant for use of all property owners in the subdivision, with the conditions of such dedication or reservation; 7. Buffer areas; 8. Square feet of buildings for commercial and industrial projects. 13 Yorkville Subdivision Control Ordinance 6.03 FINAL PLAN The Final Plan shall be drawn in ink, at a scale of 1"= 100',or larger, on a non-fading, stable,Mylar material. The sheet size for plats or plans shall be not less than 18"x 24",nor larger than 24"x 36". When more than one sheet is used for any document, each sheet shall be numbered consecutively and shall contain a notation giving the total number of sheets in the document, and shall show the relation of that sheet to the other sheets. Final plans shall include all required engineering and landscaping improvements. See Figure No. 6 in Standard Specifications. 6.03.01 The following information shall be shown on all Final Plats: 1. Legal Description. Legal descriptions shall commence at the intersections of Section lines and/or Quarter Section lines when reasonably practical to do so. The developer shall also submit the Final Plat to the City in digital form, in a format acceptable to the City. The coordinate system for the Final Plat shall be NAD27 Illinois State Planes,East Zone,US Foot (IL-E). 2. All monuments erected, corners, and other points established in the field in their proper places. The material of which monuments, corners, or other points are made shall be noted as the representation thereof, or by legend, except lot corners need not be shown. 3. The exact length and bearing of all exterior boundary lines,public grounds,meander-lines, and easements,unless they parallel a noted boundary. 4. The exact width of all easements, streets, and alleys. 5. The dimensions of all lot lines,to the nearest on hundredth(1/100)of a foot. 6. Building setback lines on all lots. 7. All lots consecutively numbered within consecutively lettered blocks. 8. The number of degrees,minutes, and seconds of all lot angles or bearings of same, other than 90*, except that when the line in any tier of lots is parallel,it shall be sufficient to mark only the outer lots. When any angle is between a curve and its tangent,the angle shown shall be that between the tangent and the main chord of the curve. When between curves of different radii, the angle between the main chords shall be shown. 9. When a street is on a circular curve, the main chord of the center line shall be drawn as a dotted line in its proper place; and, either on it, or preferably in adjoining table, shall be noted its bearing and length, the radius of the circle of which the curve is a part, and the central angle extended. The lot lines on the street sides may be shown in the same manner, or by bearings and distances. When a circular curve of thirty(30) foot radius or less is used to round off the intersection between two (2) straight lines,it shall be tangent to both straight lines; it shall be sufficient to show on the plat the radius of the curve and the tangent distances from the points of curvature to a point of intersection of the straight lines. 10. The name of each road or street in the plat shall be printed thereon,which name shall not duplicate the name of any other street,unless it is an extension thereof. 11. Abutting state highway lines and streets of adjoining plats shown in their proper location by dotted lines. The width and names of these streets and highways and plats shall also be given. 12. All lands dedicated to public use,including roads, and streets shall be clearly marked. 13. All water courses, drainage ditches, and other existing features pertinent to the subdivision. 14 Yorkville Subdivision Control Ordinance 14. Where provisions are made for access from any subdivision to any lake or stream, the plat shall show the area over which the access is provided to the lake or stream,together with a small scale drawing, clearly indicating the location of the subdivision in relation to the lake or stream, and the location of the area over which access is provided. 15. Monuments. The description and location of all survey monuments placed in the subdivision shall be shown upon Final Plat. Permanent monuments shall be of concrete,reinforced with one (1)number four(4)vertical rod, and not less than four(4) inches square on top, tapered to six (6) inches square at the bottom, and thirty-six (36) inches long, set flush with the adjacent ground. Each permanent monument shall have a suitable mark in the center of the top. Permanent monuments shall be erected at all corners or changes in bearing of the exterior boundary. Metal monuments not less than '/ inch in diameter, and 24 inches in length shall be placed in the ground at all lot corners,intersections of streets,intersections of streets and alleys with plat boundary lines, and at all points on street,alley, and boundary lines where there is a change in direction or curvature. All monuments and stakes shall be set in the ground before the streets and alleys are accepted for public maintenance. 16. A Surveyor holding a current,valid registration in Illinois shall perform the survey, and if the error in the latitude and departure closure of the survey is greater than the ratio of one in five thousand(1/5000),the plat may be rejected. 17. Certificate of Approval to be shown on Final Plat as applicable: I. Surveyor 2. Owner 3. Notary 4. City Administrator 5. Township Highway Commissioner, if applicable 6. County Supervisor of Highways, if applicable 7. Illinois Department of Transportation, if applicable 8. City Clerk 9. City Plan Commission, Chairman 10. Mayor 11. County Clerk 12. County Recorder 13. City Engineer 14. School District Certificate 15. Drainage Overlay Certificate SECTION 7.00—DESIGN STANDARDS 7.01 GENERAL In laying out a subdivision,the developer shall: 1. Take into account, and comply with, officially adopted plans; 2. Conform to existing street patterns where such streets are contiguous to the proposed subdivision or may reasonably be projected through the subdivision; 3. Design the arrangement of uses in relation to topography and drainage conditions; 4. Consider all natural features, such as streams,lakes,ponds, tree cover,etc., and incorporate these features into the development; 15 Yorkville Subdivision Control Ordinance 5. Consider street names. Streets that are extensions of, or obviously in alignment with, existing streets shall bear the name of the existing streets;however,no other streets shall bear names which duplicate or nearly duplicate so as to be confused with the names of existing streets; 6. Take into account future development, including street and utility extensions; 7. Consider the implementation of traffic calming measures,which the City may require on a case- by-case basis. 7.02 PUBLIC SITES AND OPEN SPACES Where a proposed park, playground, school, or other public use shown on any official adopted City, Township, County, or State plan or map is located in whole or in part in a subdivision, appropriate public agencies and governing bodies shall be given an opportunity to begin,within one year from the date of recording of the Final Plat,procedures to acquire said acreage. 7.03 STANDARDS The United City of Yorkville"Standard Specifications for Improvements",and the Yorkville Park Board"Park Development Standards" shall be incorporated herein, and shall apply to and'all P rP PP Y any development, not only subdivisions. 7.04 HALF-STREETS Half-streets shall be prohibited,except where essential to the reasonable development of the subdivision, and in conformity with the other requirements of these regulations, and where the Plan Commission finds it will be practicable to require the dedication of the other half when the adjoining property is subdivided. A right-of-way width of not less than forty- (40) feet,and a pavement width of not less than twenty-two and one-half(22-1/2') feet,shall be required for the half-street. Where a half-street is adjacent to a tract to be subdivided, the other half of the street shall be platted and constructed within such tract. In cases where half-streets are accepted,the owner and subdivider shall be required to grade and improve the half-street,the same ad all other subdivision streets. 7.05 ALLEYS 7.05.01 Alleys shall be provided in all commercial and industrial districts, except that the City may waive this requirement where another definite and assured provision is made for service access, such as off-street loading and parking consistent with, and adequate for, the uses proposed. 7.05.02 Alleys shall not be approved in residential areas,unless necessary because of topography or other exceptional circumstances. 7.05.03 The width of alleys shall be not less than twenty-four(24) feet. 7.05.04 Dead-end alleys shall be prohibited. 7.06 STREET JOGS Street intersection jogs with centerline offsets of less than one hundred,fifty- (150) feet shall be prohibited. 7.07 STREET INTERSECTIONS Streets shall be laid out so as to intersect as nearly as possible at right angles. A proposed intersection at an angle of less than eighty- (80) degrees shall not be acceptable. 16 Yorkville Subdivision Control Ordinance 7.08 BLOCKS 7.08.01 The length,width, and shapes of blocks shall be such as are appropriate for the locality and the type of development contemplated,but block length in residential areas shall not exceed on thousand, three hundred, and twenty(1320) feet,nor have less than sufficient width to provide two tiers of lots of appropriate depth between street lines, except that one tier of lots may back onto a limited access highway,railroad right-of-way, or major street,provided suitable screen-planting contained in a no- access reservation strip along the rear property line is provided. 7.08.02 Paved an fenced pedestrian crosswalks,not less than ten(10) feet wide,may be required by the Plan Commission through the center of blocks more than nine hundred(900) feet long,where deemed essential to provide circulation or access to schools,playgrounds,shopping centers, transportation, and other community facilities. Paving shall be three (3)inches of bituminous concrete surface course on ten(10) inches of compacted CA-6 base. Fencing shall be four(4) feet high,continuous chain-link fence on both sides of the walkway on an easement. 7.09 LOTS 7.09.01 All lots shall meet the minimum depth,width, and area requirements of the Zoning Ordinance. 7.09.02 The size, shape,and orientation of lots shall be appropriate for the location of the subdivision, and for the type of development and use contemplated. 7.09.03 Depth and width of properties reserved or laid out for commercial and industrial purposes shall be adequate to provide for off-street service and parking facilities. 7.09.04 The fronting of residential lots onto State and County highways is prohibited. Also prohibited is the fronting of residential lots onto any proposed major thoroughfare or major collectors, as designated by the Comprehensive Plan. Subdivision entrances for residential uses, and/or major entrances for commercial, industrial, and institutional uses shall be located not less than thirteen hundred(1300) feet apart, center-line to center-line,unless topography or existing street locations dictate otherwise. 7.09.05 Excessive depth in relation to width shall be avoided. 7.09.06 Every lot shall front or abut on a public street. 7.09.07 Side lot lines shall be substantially at right angles or radial to street lines. 7.09.08 Double frontage and reversed frontage lots shall be avoided, except where necessary to overcome specific disadvantages of topography and orientation, and where a limited access highway,railroad right-of-way,major street, or similar situation exists; in which case, double-frontage lots shall be provided with suitable screen-planting contained in a no-access reservation strip along the rear property line and the right-of-way. When deemed necessary by the Plan Commission, double- frontage lots shall have additional depth to further protect the proposed use from rear lot line traffic. 7.09.09 Subdivisions must include the entire parcel being divided,and may have no exceptions or exclusions; and shall not contain"leftover"pieces, corner, or remnants of land. 7.09.10 Lot widths shall be measured at the building setback line,and may be reduced ten (10) percent at the end of a cul-de-sac, providing the lot area meets the requirements of the Zoning Ordinance. 7.09.11 Corner lots shall have a buildable area equal to or greater than the smallest interior lot on the same block. 17 Yorkville Subdivision Control Ordinance 7.10 EASEMENTS 7.10.01 Easements shall be provided at the rear of all lots. Such utility easement shall be at least ten (10) feet wide on each lot, and normally centered upon the rear or side lot lines. Easements will be required for all storm water control facilities and for overflow routes. The City may require wider easements and easements at other locations to accommodate proposed utilities and to provide space for future utilities. Easements shall be provided at the side of all lots, and shall be at least five(5) feet wide on each lot, immediately adjacent to the property line. Easements shall be provided along both sides of all right-of-ways, immediately adjacent and parallel to, said right-of-way. This easement shall be for utilities. Evidence shall be furnished to the Plan Commission that the individual utility companies have reviewed easements, and any easement provisions to be incorporated on the plat or in the deeds, or the organization responsible for furnishing the service involved. 7.10.02 Where a watercourse, drainage channel, stream,or other body of water traverses a subdivision, appropriate dedications or easement provisions,with adequate width or construction to accommodate observed, computed, or anticipated storm water drainage through and from the subdivision, shall be made. The width of the easement shall be dependent on the area of land drained by the watercourse, and wide enough to allow access for construction and maintenance equipment. 7.10.03 A screen-planting easement may be required in accordance with the Landscape Ordinance. If such easement is to also be used for public utilities,only such plant materials that have an ultimate growth not exceeding fifteen(15') feet shall be used. SECTION 8.00—REQUIRED IMPROVEMENTS 8.01 IMPROVEMENTS REQUIREMENTS PRIOR TO FILING FINAL PLAT Upon approval of both the Final Plan and the plans and specifications for the required subdivision improvements by the Plan Commission,Director of Public Works, and the City Engineer,and upon approval of the appropriate agencies as evidenced by State and County permits,where required, the subdivider shall construct and install the required subdivision improvements prior to filing the Final Plat with the Plan Commission for final approval. If construction does not begin within four(4) years of Final Plan approval, the subdivider may be required to revise the plan to comply with new City requirements. 8.02 SUBDIVISION SECURITIES In lieu of construction on 8.01 above,the subdivider shall post with the City of Yorkville, a construction guarantee in the form of an Irrevocable Letter of Credit or irrevocable bond,payable to the United City of Yorkville, sufficient to cover the full cost,plus ten (10)percent,of the required improvements, as estimated by the engineer employed by the subdivider and approved by the City Engineer,to assure the satisfactory installation of required improvements as outlined in this Section, and contained in the approved plans and specifications. A Surety shall issue the Bond or Letter of Credit posted or Bank recognized by the State of Illinois, and approved by the City Attorney, and shall carry a rating sufficient to cover the cost of construction. The subdivider shall us e the standard Bond Form or Letter of Credit Form used by the City of Yorkville. Construction guarantee shall not be reduced to below fifteen (15%) percent of the approved engineer's estimate prior to acceptance of the public improvements by the City. The construction guarantee shall not expire for at least one year. Subsequent renewals of the construction guarantee shall also be for a period of at least one year. 18 Yorkville Subdivision Control Ordinance 8.03 CONSTRUCTION WARRANTY The subdivision irrevocable bond or Letter of Credit shall be released after an appropriate City Council Resolution accepting the improvements for public ownership. This subdivision Letter of Credit will not be released until a one-year Maintenance Bond or Letter of Credit is posted with the City Clerk for ten(10)percent of the Land Improvement cost, to ensure that any and all improvements will properly function as designed,with no defects after the City Council formal acceptance. 8.04 PROCEDURE 8.04.01 Not more than ten (10)months after Preliminary Plan approval, four(4) copies of the proposed final plans and specifications, engineer's estimates prepared and sealed by a professional engineer currently registered with the State of Illinois, and Subdivision Bond or Letter of Credit, shall be filed with the City Engineer, and shall provide all necessary information for the following, as applicable: 1. Streets; 2. Curbs and gutter; 3. Storm drainage, including storm sewers and storm water detention, building storm drains (footings,roof, etc); 4. Comprehensive drainage plan,including grades of surface drainage ways; 5. Sanitary sewerage system; 6. Water supply and distribution; 7. Public utility locations; 8. Street lights; 9. Sidewalks 10. Street signs, guard rails, and other special requirements; 11. Parkway trees; and 12. Payment in full of all City fees. 8.04.02 CONSTRUCTION AND INSPECTION 1. Prior to starting any work covered by the approved plans and specifications for the above improvements,written authority to start the work shall be obtained from the Director of Public Works. Authorization to begin work will be given upon receipt of all necessary permits, including all culvert permits required when proposed new or changed subdivision roads intersect any presently-existing road, and work must proceed in accordance with construction methods of Section 8.05 through Section 8.11, and the City's Standard Specifications for Improvements. 2. Construction of all improvements required by this Ordinance must be completed within two years from the date of approval of the Final Plat,unless good cause can be shown for granting an extension of time. 3. The subdivider shall pay all expenses incurred by the City of Yorkville to provide field inspections and testing of all construction work and materials before,during, and after construction. 4. On-street parking during build-out of the development shall be limited to one side only of all streets. In general,parking will not be allowed on the side of the street where fire hydrants are located. The developer shall post signage, as required by the Yorkville Police Depai tuient. 5. Dumpsters, work trailers, and construction materials shall not be stored or located in roadways or public right-of-ways at any time,without exception. 19 Yorkville Subdivision Control Ordinance 8.04.03 AS-BUILT PLANS After completion of all public improvements, and prior to final acceptance of said improvements,the subdivider shall make, or cause to be made, a map showing the actual location of all valves, manholes, stubs, sewer and water mains, and such other facilities as the Director of Public Works shall require. This map shall bear the signature and seal of an Illinois Registered Professional Engineer. The presentation of this map shall be a condition of final acceptance of the improvements, and release of the subdivision Bond or Letter or Credit, assuring their completion. The coordinate system for As-Built drawings shall be NAD27 Illinois State Planes,East Zone,US Foot(IL-E). The "as-built"plans shall be submitted on reproducible Mylar, and also on computer diskette in a format acceptable to the City. 8.04.04 SURVEY MONUMENTS All peuuanent and other monuments required in this Ordinance shall be placed prior to the approval of the Final Plat. 8.04.05 ACCEPTANCE OF DEDICATION,IMPROVEMENTS 1. Final acceptance of the dedication of open space or other public areas shall mean the responsibility for the maintenance of the same. Approval of the Final Plat does not constitute final acceptance. 2. Approval of the Final Plat shall be dependent of presentation of proof of responsibility for the maintenance of all community improvements. 3. All public improvements shall be accepted only by Resolution of the City Council, after a formal Petition for approval has been submitted by the subdivider to the City Clerk. Such Petition shall be filed after completion of the public improvements. The City Engineer and the Director of Public Works shall,within thirty(30) days from receipt of such Petition,make recommendations is report form to the City Council. All Petitions shall be acted upon by the City Council within thirty- (30) days from receipt of such recommendations of the City Engineer and Director of Public Works. A Maintenance bond will then be required in the amount of ten(10)percent of the cost of the Land Improvements,as specified in this Ordinance, after City Council acceptance. 8.05 STREETS Street improvementsshall be installed bythe developer, shall be in accordance with the table of p s op 0 minimum standards herein,and in accordance with the City's Standard Specifications for Improvements. Right-of-ways at intersections shall have a twenty-five (25) foot radius or chord where right-of-way lines intersect. 8.06 SIDEWALKS Concrete sidewalks shall be installed by the developer within all subdivisions, on both sides of the street or roadway,to a minimum width of five (5) feet, as specified in the City's Standard Specifications for Improvements. 8.07 STREET LIGHTING A complete, functioning street light system shall be installed by the developer, at his expense, in all subdivisions as specified in the City's Standard Specifications for Improvements. 20 Yorkville Subdivision Control Ordinance 8.08 SIGNAGE, GUARD RAILS,AND LANDSCAPING 8.08.01 Street signs of the quantity and type approved by the Director of Public Works shall be installed at each intersection, and shall indicate the street names as shown on the Final Plat. The City shall order and install the street name signs. The subdivider shall reimburse the City for said cost. The subdivider shall also supply and install regulatory and warning signs, as directed by the Yorkville Police Department. 8.08.02 Steel plate beam guardrails shall be placed along the shoulder of any street,where street construction has resulted in an embankment greater than six (6) feet in height. 8.08.03 All areas of street right-of-way that are not paved shall be seeded or sodded. Provisions shall be made to assure the growth of all landscaping. 8.08.04 All improvements herein shall be as specified in the City's Standard Specifications for Improvements. 8.09 STORM WATER DRAINAGE 8.09.01 Surface water drainage improvements consisting of storm sewers and/or open channels, inlets, catch basins, manholes, and/or detention facilities, shall be designed and constructed to adequately drain the area being developed,and also all of such other areas that naturally drain through the area being developed. 8.09.02 If the surface water drainage will be changed by the construction of the subdivision, adequate provision shall be made for collection and diversion of such surface waters into public areas, or drains which the subdivider has a right to use, and such surface waters shall not be deposited on the property of adjoining land owners, in such a manner as to cause erosion or other damage. 8.09.03 Designed planning of surface water drainage facilities shall be performed by, or under the supervision of, a Professional Engineer, registered in the State of Illinois. The stol in water drainage system shall be as specified in the City's Standard Specifications for Improvements. 8.09.04 It will be the homeowner's responsibility to maintain any drainage course across his property, and to keep it free from features that restrict natural drainage. 8.10 SANITARY SEWER SYSTEM All subdivisions and units therein shall be required to provide connection to the sanitary sewer system, including required sewer extensions off-site, to the sizes and depths as required by the City. The sanitary sewers shall be extended to the far boundaries of the development, as directed by the City. All costs of these improvements will be borne by the developer. The sanitary sewer system shall be as specified in the City's Standard Specifications for Improvements. 8.11 WATER SYSTEM All subdivisions and units therein shall be required to provide connection to the United City of Yorkville's public water supply system, including required water main extensions off-site, to the sizes required by the City, and all costs shall be borne by the developer. All developments must provide a looped, double-fed water system, and extensions to the boundaries of the development,as directed by the City, shall also be included in the water system,to be funded by the developer. The water system shall be as specified in the City's Standard Specifications for Improvements. 21 Yorkville Subdivision Control Ordinance 8.12 OVERSIZING OF UTILITIES When, in any subdivision,now within the City, or within one and one-half(1 '/2)miles of the City limits,which normally would require a certain size water main, sanitary sewer, and/or storm sewer, but which for the purpose of complying with the plan of development of the City's Comprehensive Plan,to provide adequate utilities,not only to the particular subdivision,but also to subdivisions which in the future may become a part of the City,and where the City Engineer and the Director of Public Works have determined that water and/or sewer mains of a larger diameter are required, then the City Engineer or the Director of Public Works shall inform the subdivider,builders, and developers of the subdivision by a written notice of that fact, and require them to install such oversized utilities and at the same time, in said notice, inform them of the size(s) to be installed. Wateinuain shall be considered oversized if it is larger than the size needed to supply the required fire flows of the development, not the minimum pipe size allowed by ordinance. The required fire flow rate for all residential areas shall be 1500 gpm. The required fire flow rate for commercial and industrial areas shall be 3250 gpm. The required fire flow rate within five hundred feet of a school site shall be 3375 gpm. Upon being so notified as provided for in this section,no subdivider,builder, or developer shall install any utility in such subdivision of any size other than that specified to him by the aforesaid notice. At such time as the installation of said oversized utilities shall have been completed in accordance with the plans and specifications submitted to the City of such installation, and also in accordance with the notice specified in this Section, and all such installations shall have been inspected and approved by the City as provided for by the Ordinances of the City of Yorkville,then the City may enter into an agreement to allow the developer to recover the difference of the cost at current prices, as of the time of said installation,between the development's required utilities which were originally planned to be used, and the cost of the oversized utilities which the City directed to be used. Said agreement may be in the form of a recapture agreement,cash payment(s),rebates of fees to the developer, or some other consideration as may be approved by the City Council. SECTION 9.00—ADMINISTRATION 9.01 BUILDING PERMIT No building permit shall be issued for the construction of any building, structure, or improvement to the land, or any lot within a subdivision as defined herein, which has been approved for platting or re-platting,until all requirements of this Ordinance have been fully complied with. In no case will a building permit be issued until all fees have been paid, a grading plan approved, an"all-weather" road in place to serve this property, along with functioning drainage facilities,water system, and sanitary sewer system. Exceptions may be made for model home units. 9.02 CERTIFICATE OF OCCUPANCY A certificate of occupancy may be issued for the use of any structure within a subdivision approved for platting or re-platting provided that all required utilities have been installed and are capable of servicing the subdivision,all roadways have the bituminous binder laid, and mutual agreement between the City Engineer and the Building Code Official has transpired. The fmal grading plan must be submitted and approved prior to a Certificate of Occupancy. 22 Yorkville Subdivision Control Ordinance 9.03 VARIATIONS Where the Zoning Board of Appeals finds that extraordinary hardships or particular difficulties may result from the strict compliance with the Ordinance,the Zoning Board of Appeals is hereby empowered to consider such matters after receiving written application from the subdivider. If applicable,the Zoning Board of Appeals may recommend, in writing,to the City Council,variations or exceptions to the regulations, subject to specified conditions, so that substantial justice may be done and the public interest secured,provided that such variations or exceptions shall not have the effect of nullifying the intent and purpose of this Ordinance or the Comprehensive Plan. The standards and requirements of the Ordinance may be modified in the case of large-scale developments when the Zoning Board of Appeals finds that a plan and program for a new village, complete community, shopping center, industrial park,or neighborhood unit provides adequate public open spaces and improvements for circulation,recreation, and service needs of the tract when fully developed, and which also provides such covenants or other legal provisions to assure conformity and achievement of the plan. The Zoning Board of Appeals shall not recommend variations or exceptions to the regulations of this Ordinance unless it shall make findings based upon the evidence presented in each specific case, that: 1. Due to the particular physical surroundings, shape, or topography conditions of the specific property involved, a particular hardship to the owner would result, as distinguished from a mere inconvenience, if the strict letter of the regulations was carried out; • 2. The conditions upon which the request for a variation is based are unique to the property for which the variation is sought and are not applicable, generally to other properties within the same zoning classification; 3. The alleged hardship was not created by any person presently having an interest in the property; 4. The granting of the variation will not be detrimental to the public safety,health,welfare, or interest to other properties or improvements in the neighborhood in which the property is located. 9.03.01 Variation requests that affect surrounding properties under the circumstances below shall not be approved: 1. Impairment of an adequate supply of light and air to adjacent properties; 2. Substantial increase in the traffic congestion in public streets; 3. Increase the danger of fire; 4. Endanger the public safety; 5. Significantly diminish or impair property values within the neighborhood; or 6. Noncompliance with the spirit of intent of the restrictions imposed by the Zoning Ordinance. SECTION 10.00—AMENDMENT 10.01 INITIATION OF AMENDMENT The Mayor and City Council,the Plan Commission,the Zoning Board of Appeals, or any resident of the City of Yorkville, or any person residing within 11/4 miles of the corporate limits of the City may propose amendments. ?3 Yorkville Subdivision Control Ordinance 10.02 PROCESSING APPLICATION FOR AMENDMENT 10.02.01 An application for an amendment shall be filed with the City Clerk. The application shall be accompanied by such plans or data, and such other information, as specified by the Plan Commission, and shall include a statement, in writing,by the applicant and adequate evidence showing that the proposed amendments will conform to the standards set forth herein. Copies of such application shall be forwarded by the City Council to the Plan Commission with the request to hold a public hearing. 10.02.02 Publication: The City Clerk shall cause a notice of time,place, and purpose of such hearing to be published in a newspaper published within the City of Yorkville,not more than thirty(30) days nor less than fifteen (15) days in advance of such hearing. 10.02.03 Hearing on Application: Upon receipt in proper form of the application and statement referred to above, the Plan Commission shall hold at least one public hearing on the proposed amendment. However, the Plan Commission may continue from time to time the hearing without further notice being published. 10.02.04 Findings of Fact and Recommendation of the Plan Commission: Within forty-five (45) days after the close of the hearing on a proposed amendment,the Plan Commission shall make written findings of fact, and shall submit same,together with its recommendations to the Mayor and City Council. 10.03 DECISIONS 10.03.01 The Mayor and City Council,upon receiving the recommendation of the Plan Commission,may grant or deny any proposed amendment in accordance with applicable Illinois Statutes, or may refer to the Plan Commission for further consideration. 10.03.02 If a recommendation submitted by the plan Commission to the City Council for.a proposed amendment is not acted upon by the City Council within forty-five(45) days of the date upon which such application is received by the Mayor and City Council,it shall be deemed to have been approved. SECTION 11.00—FEE SCHEDULE 11.01 LAND CASH CONTRIBUTIONS The subdivider shall comply with any School and/or Park Land-Cash Ordinance in effect at the time of Final Plat approval. The City may require that all or part of the park cash contribution be paid prior to recording any Final Plat of Subdivision of a development. 11.02 FEES Before the Plan Commission approves the Final Plat,the subdivider shall pay to the United City of Yorkville,all fees,reimbursements, and/or deposits due at that time for any of the Subdividers' developments in the city. 24 Yorkville Subdivision Control Ordinance SECTION 12.00—VIOLATION,PENALTY, ENFORCEMENT Any person, firm,or corporation who violates, disobeys,omits, neglects,refuses to comply with, or who resists enforcement of any of the provisions of this Ordinance shall be fined not less than fifty dollars ($50.00),nor more than two hundred dollars ($200.00) for each offense. Each day that a violation is permitted to exist shall constitute a separate offense. The City Engineer is hereby designated and authorized to enforce this Ordinance. However, it shall also be the duty of all officers, citizens, and employees of the City,particularly of all members of the Engineering,Police, and Public Works Departments,to assist the City Engineer in reporting to him any new construction,reconstruction,improved land uses,or upon any apparent violation. SECTION 13.00—REPEALER All Ordinances or parts thereof conflicting with the provisions of this Ordinance are hereby repealed to the extent of such conflict. SECTION 14.00—SEVERABILITY If any section, subsection, sentence, clause,phrase, or portion of this Ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction, such portion shall be deemed a separate, distinct, and independent provision, and such holding shall not affect the validity of the remaining proportions hereof 25 Yorkville Subdivision Control Ordinance SECTION 15.00—EFFECTIVE DATE This Ordinance shall be in full force and effect form and after its due passage, approval,and publication, as provided by law. Passed and approved by the Mayor of the United City of Yorkville,Kendall County,Illinois, This day of ,20- . • Mayor Passed and approved by the City Council of the United City of Yorkville,Kendall County,Illinois, This day of , 20- . ATTEST: City Clerk SEAL RICHARD STICKA WANDA OHARE VALERIE BURR LARRY KOT MARTY MUNNS PAUL JAMES JOE BESCO ROSE SPEARS 26 Exhibit 1 RESOLUTION FOR THE UNITED CITY OF YORKVILLE STANDARD SPECIFICATIONS FOR IMPROVEMENTS Resolution No. These Standards apply to all infrastructure improvements,and may be modified as needed upon the advice of the City Engineer for special identified situations or conditions. All contractors shall give the City Engineer's office a minimum 48-hour notice of all work and of all required approvals. Failure to obtain these required approvals will require extensive testing,removal and replacement,and a ban for a minimum of one year, from working on the City's right-of-way. Subdividers that have been unfaithful in previous City agreements or developments, or who owe the City payments,will not be allowed to have work performed for them within the public right-of-way. Resident engineering inspection shall be provided through the City Engineer's office,and all such costs shall be charged to the developer by the United City of Yorkville. Required written approvals will not be given until outstanding bills are paid in full. The developer's improvement Letter of Credit or other subdivision securities will also be liable for all such costs. The developer shall be responsible for layout and staking engineering,as well as for record drawings by a registered Professional Engineer. These Specifications for Improvements shall become a part of each and every project approved by the United City of Yorkville,and no other specifications will take precedence. All improvements included in the United City of Yorkville's Standard Specifications for Improvements, unless noted herein, shall conform to the latest editions of the State of Illinois"Standard Specifications for Road and bridge Construction",the"Manual on Uniform Traffic Control Devices", and all amendments thereto. These documents shall be considered as included within the City of Yorkville Standard Specifications for Improvements,and in the case of a conflict of requirements, the most stringent shall apply. Prior to starting construction of any project,the developer shall attend a pre-construction meeting and bring a representative from each contractor, a list of all contact persons that can be reached at any time, and a complete schedule of all work to be performed. No work is to start until the City Engineer and the City Administrator have approved the engineering plans, and the pre-construction meeting has been held. The City Engineer must approve any changes to the approved plans in writing. The City Engineer or a representative will,upon discovery of improper material or installation practices,issue a written document to the contractor, stating that failure to stop and correct such deficiencies will result in the City's refusal to accept such improvements or to issue any further building permits, or to perform required inspections. The subdivider shall obtain and keep in force insurance coverage for Worker's Compensation,and Employer's Liability, Commercial General Liability,Commercial Automobile Liability, and Umbrella Liability,as described in IDOT's"Standard Specifications for Road and Bridge Construction". The United City of Yorkville shall be named as an additional insured. The insurance coverage shall remain in effect until the City accepts the entire development. The City will not consider acceptance of the public improvements in a development until it is at least fifty (50)percent built out,or three years after the roadway binder course is paved, whichever is sooner. Blasting will not be allowed. April 13, 2004 Standard Specifications for Improvements ROADS All roadways shall conform to the Illinois Department of Transportation(hereinafter termed IDOT) "Standard Specifications for Road and Bridge Construction",unless modified herein. Horizontal and vertical geometric for right-of-ways and roadways shall conform to the City Standards,listed in Figure 2. Surface course must not be placed until at least seventy-(70%)percent of the adjacent,private improvements are in place. However,in no case shall the surface course be placed until the binder course has been in place for at least one full winter season. In no case shall the surface course be delayed more than three(3)years after the binder course has been installed. The subgrade shall be graded and compacted to a hard,uniform surface,matching the slopes of the surface course. It shall have no rutting and shall completely drain to the outer edges. It shall be proof rolled by the contractor with a fully loaded(gravel) 10-cubic yard dump truck and witnessed by and approved in writing by the City Engineer's representative(hereafter termed City Engineer)before proceeding to build the roadway. All unsuitable subgrade shall be removed and replaced with compacted,stable clay material or shall be replaced with compacted CA6 limestone on an approved,non-woven roadway fabric(6.5 oz. minimum). Other geo-grids may be required for certain conditions. All bituminous mixtures shall be delivered and handled so that the bituminous mixture immediately behind the paver screen is at or above 270 degrees F. All asphalt delivered to the project shall be covered when the temperature is at or below 70 degrees F. All subgrades, other than approved granular subgrades,shall be completely covered with a subgrade fabric (Amoco 4551 or approved equal),with a full 18 inches of overlap. Subgrade Fabric shall also be used on lime-stabilized sub grades. It shall be placed neat and tight,without wrinkles,tears,or defects. Construction equipment shall not be allowed to drive on the fabric until it has a minimum of four inches cover of granular base material. The City Engineer shall approve in writing the subgrade fabric installation prior to placing base material. The subgrade fabric shall extend a minimum of twelve inches beyond the back of each curb. In areas where undercutting of the subgrade is required,the bottom of the excavation shall be lined with a woven geotextile(Amoco 2002 or approved equal),and backfilled with CA-3 aggregate. The aggregate base course shall be compacted to a minimum of 95%Modified Proctor and shall be free of all dirt and debris. The course shall be proof rolled, as described above,and witnessed by and approved in writing by the City Engineer before proceeding to build the roadway. A bituminous prime coat shall be applied to the aggregate base course prior to paving. The bituminous concrete binder course shall be placed only upon the written approval of the City Engineer. All asphalt must be laid utilizing a good-quality,properly-functioning,tracked or wheeled asphalt laying machine,utilizing fully-automatic,electronic sensing control from a stringline for the initial course,and from a minimum fifteen(15')foot ski for all other lifts. The bituminous binder course shall be proof rolled as described above, and witnessed by,and approved in writing,by the City Engineer before proceeding with the surface course. All repairs must be made as directed by the City Engineer. All bituminous pavement patches shall be at least fifty(50%)percent thicker than the pavement being patched. Also,the binder course shall be bump tested by the contractor,and witnessed by the City Engineer, and all areas exceeding one-half inch(1/2")bumps,including header joints and any patch joints,shall receive a leveling course prior to surfacing. Areas of excessive patching will automatically receive a level course prior to surfacing. Prior to any leveling course or surface course,the streets shall be flushed clean and free of all dirt and debris. A bituminous tack coat will be required. Minimum temperature requirements for laying asphalt will be 5 degrees F higher than that allowed by IDOT specifications. S-2 Standard Specifications for Improvements The bituminous concrete surface course shall be placed only upon the written approval of the City Engineer. All asphalt must be laid utilizing good-quality,properly functioning,tracked or wheeled asphalt laying machine,utilizing fully automatic, electronic sensing control from a minimum 15-foot ski. The surface course shall be bump tested by the contractor,and witnessed by the City Engineer. All bump test penalties specified by IDOT specifications shall be quadrupled, and areas that have an excessive amount of one-half inch(1/2")bumps shall be completely removed and replaced,not just the bump itself. Minimum temperature requirements for laying bituminous surface course will be five(5)degrees F higher than that allowed by IDOT specifications. The surface elevation of the asphalt at the concrete gutter shall be'/ inch higher than that of the adjacent concrete. All streets shall have a cross slope of 2%from the centerline to the concrete curb. Areas of segregated binder course and/or surface course shall be removed and replaced at the direction of the City Engineer. Segregated asphalt is the uneven distribution of course and fine materials in the asphalt characterized by pavement textures different from the surrounding material,and can usually be seen by the naked eye. Pavements constructed from Portland Cement Concrete shall be designed in conformance with American Concrete Pavement Association Publications IS 184P and IS 061P,as amended. Combination concrete curb and gutter will be required on all roadways. All curb and gutter shall be placed on an aggregate base with a minimum thickness of four inches,but in no case shall the curb and gutter subgrade be higher than one inch below the adjacent roadway subgrade. The height of the gutter flag shall be ten(10") inches,unless directed otherwise by the City Engineer. As noted previously,the roadway subgrade fabric will extend over the curb and gutter subgrade, and beyond by a minimum of twelve(12") inches. The concrete curb and gutter shall be reinforced with two 1t'l deformed bars,placed three(3") inches from the bottom,spaced twelve(12") inches apart,centered on the total width of the curb and gutter. Machine-placed concrete curb and gutter is to be utilized wherever practical,utilizing a minimum Class X concrete, and a five(5%)percent minimum air-entrainment. Plastizers will be allowed,but chlorides will not. An approved spray-on curing compound with red fugitive coloring shall be applied immediately after finishing, and a sealer,WR Meadows TIAC, or approved equal, shall be applied after seven days. The resident engineer shall be notified of these applications, and proof of purchase,with material specifications, will be required. The concrete curb and gutter shall have the required slip bar expansion joints, and 3/4 inch deep sawed contraction joints will be required every 15-20 feet,within 24 hours after each pour. Minor honeycombing on the two outer,vertical surfaces will be allowed,but they must be patched in an approved manner, and witnessed by the City Engineer,prior to backfilling. The clay backfill behind the curb shall be placed and compacted prior to placing aggregate base course. Roadway extensions and stubs will be required as part of the development,with full improvements where needed, for future growth. Additional lanes, access improvements,traffic signalization,etc.,may be required, at the developer's expense. The developer shall reimburse the City for two of each street name and regulatory signs and posts required, and the City will install them. All signs shall be high-intensity,as approved by the Director of Public Works. All pavement markings shall be thermoplastic. The developer shall reimburse the City for the cost of replacing any signs that are missing,stolen,or damaged prior to final acceptance. The developer,to comply with these Standard Specifications for Improvements, shall improve existing roadways running through,or adjacent to,the development. S-3 Standard Specifications for Improvements Half-streets are discouraged,but where they are necessary,on advice of the City Engineer,the minimum width street will be twenty-four(24') feet from the edge of pavement to the back of curb,on the development side of the roadway. Street lighting, sidewalk,and landscaping on the development side will be required. Temporary tee turn-arounds will be required on all streets stubbed for future roadway extension,as recommended by the City Engineer,and shown on the Final Plat. Paving for the tee will extend from right-of-way line to right-of-way line,to a length of fifteen(15')feet,and two radii of fifteen (15') feet. The pavement beyond the road edge shall be three(3") inches of bituminous concrete surface course,on a ten-(10") inch CA6 aggregate-compacted base,with pavement fabric. Concrete curb and gutter will not be required around the tee,and sidewalk will not required through the tee. The developer extending the street in the future shall remove the excess paving and base,place topsoil,and seed the area disturbed,construct the additional curbing so that the curb and gutter is continuous and uninterrupted from one development to another,and resurface for a distance of thirty(30') feet,including header joints,as approved by the City Engineer. When a development includes construction along State and County highways,or other heavily traveled road,the developer shall post advance-warning signs. The developer shall consult with the Yorkville Police Department concerning the types and locations of signs,and shall obtain a permit from the appropriate jurisdictional agency prior to erecting the signage. The City may require the roadway design to include traffic-calming measures. These measures may include,but not be limited to,curvilinear roadway layout,landscaping beyond the requirements of the Landscape Ordinance,traffic tables,and fog lines. If a development includes the construction or modifications of traffic signals,the new signals shall be designed to have light-emitting diode(LED) lights. The traffic signal shall also have a battery backup device. All new roadways shall be designed in accordance with IDOT Circular 95-11,or the most recently adopted IDOT standard for the design of flexible and full-depth bituminous pavements. The following minimum design criteria shall be used when applying the design method: Design period=20 years Class II Roadway Traffic Factor Equations for 80,000 lb. Vehicles 2.0%traffic growth rate AC viscosity of AC-20 Subgrade Support Rating of Fair Local Residential Roadways Local Residential Roadways are intended to carry an average daily traffic(ADT)volume of less than 1000. The right-of-way width shall be 66 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class"I"Superpave mixture. The bituminous concrete binder course shall be a minimum of 2.5 inches in thickness. The aggregate stone base shall be 10 inches in thickness of clean, crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of thirty feet from back of curb to back of curb(B-B). The street radius for all intersecting streets shall be a minimum of thirty feet to the back of curb. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. Estate Residential Roadways Estate Residential Roadways are intended to carry an average daily traffic (ADT)volume of less than 1000. The right-of-way width shall be 70 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class"I"Superpave mixture. The bituminous concrete binder course shall be a minimum of 2.5 inches in thickness. The aggregate stone base shall be ten inches in thickness of clean, crushed CA-6 gradation gravel or limestone. The roadway surface shall be 28 feet wide with two 12.5-foot wide through-lanes. The lane edges shall be striped with a four-inch thermoplastic pavement marking. The roadway up to and including the aggregate stone base shall be 32 feet wide to provide a 2-foot wide aggregate shoulder(nominal thickness of at least 12 inches),and also to allow for future widening. Mailbox turnouts will be paved,using driveway specifications to determine thickness. S-4 Standard Specifications for Improvements Minor Collector Roadways Minor Collector Roadways are intended to carry 1000-2500 ADT. The right-of-way width shall be 70 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class"I" Superpave mixture. The bituminous concrete binder course shall be a minimum of 4.5 inches in thickness. The aggregate stone base shall be 12 inches in thickness of clean,crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of 34 feet B-B. The street radius for all intersecting streets shall be a minimum of thirty feet to the back of curb. Minor collector roadways may provide direct access to adjacent private lots. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. Collector Roadways and Commercial/Industrial Roadways Collector Roadways are intended to carry 2500-12,000 ADT. The right-of-way width shall be 80 feet. These design standards shall also apply to all roadways directly serving commercial or industrial zoned areas. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class"I" Superpave mixture. The bituminous concrete binder course shall be a minimum of 4.5 inches in thickness. The aggregate stone base shall be 12 inches in thickness of clean,crushed CA-6 gradation gravel or limestone. The roadways shall be bound with B-6.12 combination concrete curb and gutter to a width of 39 feet B-B. The street radius for all intersecting streets shall be a minimum of 40 feet to the back of curb. Collector roadways shall not provide direct access to adjacent lots in residential-zoned areas. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. Major Collector Roadways Major Collector Roadways are intended to carry more than 12,000 ADT. The right-of-way width shall be 100 feet. The bituminous concrete surface course shall be a minimum of 1.5 inches in thickness of Class "I" Superpave mixture. The bituminous concrete binder course shall be a minimum of six inches in thickness (2 lifts required). The aggregate stone base shall be 16 inches in thickness of clean,crushed CA- 6 gradation gravel or limestone. The roadways shall be bound with B-7.18 combination concrete curb and gutter to a width of 51 feet(four 12-foot lanes)B-B. The City Engineer may require an additional 12-foot center turn lane, as deemed appropriate. The street radius for all intersecting streets shall be a minimum of 50 feet to the back of curb. The edge of pavement shall be cleaned and sealed with rubberized asphalt cement hot-poured joint sealer. An alternative bituminous base course may be approved by the City Engineer,and B6-18 or B6-24 combination concrete curb and gutter may be required,based upon specific site drainage needs. Boulevards Boulevard-style roadways shall have a minimum width of 28 feet B-B for approaches to intersections. The minimum pavement width in other areas shall be 20 feet B-B. SIDEWALK Non-reinforced, concrete sidewalks will be required on both sides of all roadways. They shall be a minimum of four(4') feet wide where four(4')feet wide walks now exist, and five(5') feet wide in all other locations. All sidewalks shall be five(5") inches in thickness. They will be a minimum of six (6") inches in thickness across driveway approaches. All sidewalks shall have an aggregate base of CA 7,with a minimum thickness of two inches (five inches across driveway approaches). All concrete shall be Class X,with a minimum of five(5%)percent air-entrainments. Sidewalks shall slope two (2%)percent towards the street. Approved curing and sealing compounds are required, as specified previously for concrete curb and gutter. The back of the sidewalk shall be placed twelve(12") inches from the right-of-way line,unless directed otherwise. The sidewalk shall have a light broom finish. Formed contraction joints are required, at a spacing of five(5') feet. Expansion joint material, one-half inch in thickness, and full-depth, shall be placed every 100 feet. The subgrade for the sidewalk shall be uniform,neat,and compacted to a minimum 90%modified proctor. S-5 Standard Specifications for Improvements Spalling or chips will not be allowed to be patched. All such areas will be removed from contraction joint to contraction joint,and replaced. All sidewalks will be in place prior to acceptance of the public improvements by the City,which includes in front of vacant lots. These areas must be protected during future construction. No sidewalks are required in Estate-residential subdivisions. However,in the event sidewalks are not provided,a paved trail that abuts every lot must be provided,that meets the City's standards, specifically a ten(10') foot width,with an exit and entrance identification,consisting of two(2") inches of asphalt on eight(8") inches of CA6 aggregate. Dedicated easements at least fifteen(15')feet wide must be provided for the trail. DRIVE APPROACHES Drive approaches must be constructed to one of the following: 1. Six inches,minimum of Class X concrete,with a minimum of five(5%)percent air-entrainment, over six inches minimum CA6 aggregate base over a 90%modified proctor compacted subgrade, with curing and sealing treatments, as specified above,under concrete curb and gutter. Expansion joint material,one-half(1/2")thick and full-depth, shall be installed at the curb and at the sidewalk. 2. Two inches,minimum of Class I bituminous concrete surface course,over a minimum base of eight(8")inches of CA6 aggregate over a 90%modified proctor compacted subgrade. The concrete sidewalk will be constructed through the drive approach,and any construction damage to the concrete sidewalk or curb will cause removal and replacement of those improvements. Drive approaches will not be constructed steeper than eight(8%)percent. 3. In Estate-residential subdivisions,all driveways must be paved with brick,asphalt,or concrete, and must have a concrete culvert with flared end sections. Culvert diameter shall be twelve(12") inches or greater, as required by the City. PARKWAYS AND PARK SITES All parkways,park sites,and other open spaces shall be landscaped and designed in accordance with the City of Yorkville's Landscape Ordinance and the Park Development Standards, as amended from time to time. Any existing trees within a development deemed by the Parks Depattuient and Public Works Department to be dead,dying, or of an undesirable species shall be removed by the developer. The developer shall not remove or cut down any trees without the prior consent of the Parks Department and Public Works Depai Intent,or as indicated in the approved landscape plan. STREET LIGHTING SYSTEM All streets shall have a complete street lighting system designed by a professional engineer. A street light will be required at all intersections, all curves,at all ends of cul-de-sacs,and at a maximum spacing of 300 feet. In Estate-residential subdivisions, street lights shall be required at intersections,and at a maximum spacing of 500 feet,with lights also placed at curves and a he end of dead-end streets. The poles shall be concrete with butt-type foundations. The City Engineer may require a streetlight to be placed at other points,as may be necessary in the public interest in unusual or special conditions. They shall be located at side lot lines,and on the opposite side of the street from the water main,wherever possible, and shall be set two feet from back of curb to face of pole. Occupancy permits cannot be issued until all streetlights in that phase of the development are installed, complete,and operational. S-6 Standard Specifications for Improvements All exterior lighting of private property in new developments shall be designed, located, and mounted at heights no greater than twenty(20') feet above grade for non-cutoff lights, and forty- (40') feet above grade for cutoff lights. The lighting plan,photometrics,and shop drawings for lighting equipment shall be submitted prior to issuance of a building permit. Glare shall be minimized to the extent practical by orienting lights away from the public right-of-way and abutting properties, or by planting vegetation to provide screening. Exterior lighting shall be designed,located, and mounted so that the maximum illumination measured horizontally at the lot line does not exceed one(1') foot-candle. Light Distribution: Luminaries of the Type II distribution as approved by the Illuminating Engineering Society(herein termed IES) shall be used,except at intersections where Type II or Type IV IES distribution shall be used. The City Engineer may designate the IES Type V distribution luminaries be used in the public interest under unusual or special conditions. Individual Control: On individual control of lights,the photoelectric control shall be mounted on top of the luminare. Line Drop: Voltage drop shall be no greater than three(3%)percent from power supply to the last pole, with no wire size smaller than No. Six (6)Type RHH or RHW Underground Service Cable(USC). All streetlights shall operate at 120 volts, except for those on major streets. Power Supply Location: Connection to the power supply shall be made to comply with Commonwealth Edison Company rules and regulations,as amended fro time to time. Conduit: All driveways,street,and sidewalk crossovers shall have two (2") inches of HD PVC conduit, used as raceways for underground cable. Underground Cable: All underground cable shall be direct-buried cable,placed at a depth at least thirty- (30")inches below the normal fmished grade. Three cables (Black,White, Green) shall be run from the pole to the power supply. Any underground cable broken more than once prior to Final Acceptance shall be replaced from the power source to the pole or from pole to pole. Splices: All cable on the underground cable section shall be continuous, and no splicing shall be made underground. All necessary splices shall be made above ground level. Underground Cable Location: Underground cable shall be installed in a trench not less than two feet from the back of the curb, except that in no case shall the underground cable be installed under the sidewalk. Grounding: A copper-clad ground rod shall be placed at each pole. The rod shall be minimum 5!8-inch diameter,and ten(10') feet long. Fusing: All underground feeders shall be fused at or below their rated capacity. Each standard shall contain in-line fuse holders,with proper fusing in series with each underground conductor to protect the luminare located on that pole. Maintenance Prior to Acceptance: Once streetlights are operational,the Yorkville Public Works Depai tanent shall perform normal maintenance,even though the Yorkville City Council has not accepted the streetlight system. Normal maintenance consists of investigating the cause of an outage,and repairing it if the cause is a burned out lamp, fuse,or photocell. All other repairs shall be referred to the developer. The cost of performing normal maintenance prior to acceptance by the Yorkville City Council shall be paid from a"Streetlight Normal Maintenance"deposit established by the developer prior to recording the Final Plat. The deposit shall be$300.00 per pole,or other such amount,as may be determined by the Yorkville City Council, from time to time. If the deposit proves insufficient,the developer shall replenish the deposit within thirty-(30)days of written request by the City Engineer. The Yorkville City Council shall return any unused funds to the developer upon acceptance of the streetlight system. S-7 r - Standard Specifications for Improvements Streetlight Standard and Bracket: Local streets shall use 906 B19-AD4,American Concrete Company pole and bracket, or approved equal. Luminare shall be mounted 19'9"above the street, shall have a four- (4') foot arm. The pole shall be buried a minimum of five(5') feet below grade and backfilled with crushed CA6 limestone,watered,and compacted around the butt of the pole. The bracket is to be furnished with the pole. The luminare shall be a General Electric Company No. C 728 N 609, or approved equal with the 1-1/4" side mount built-in ballast. The luminaries shall be fitted with General Electric Company"Lucalox"high- pressure sodium lamps LU 150/55/D,or approved equal,with GE Company ANSI specification"S55" high-pressure sodium ballasts,or approved equal,or American Electric 115 15-S RN 120 R2 DA 4B. Major Collector Streets: The lighting pole shall be Stress Crete E340-BPO-G,with Style 210 low rise tapered aluminum davit, or approved equals. The davit outreach length shall be eight(8') feet. The luminare shall be mounted thirty- (30') feet above the street. The pole shall have an embedment depth of five(5') feet,and be backfilled with CA 6 limestone. The streetlight system shall be operated through controller(s) in ground-mounted cabinets. The controller and luminare shall operate at 240 volts. The controller shall be housed in a pad-mounted Type NEMA 3R enclosure. The exterior of the cabinet shall have a bronze tone powder-coat finish. The approximate dimensions of the cabinet shall be 42"H x 36"W x 12"D. A Com Ed meter socket shall be provided on the exterior of the cabinet. The manufacturer or distributor shall guarantee streetlight standards,luminaries,ballast, lamps,and cables for their proper use,for one year, from the date of acceptance. Testing: The subdivider shall manually trigger the photocell in order to have each street light burn continuously for at least 48 hours. During this burn test, amperage readings shall be taken,and must be within ten(10%)percent of the connected load,based on equipment ratings. Parking Lot Lighting: Parking lots in areas zoned Business,Residential, or Office-Research,shall be provided with lighting necessary to achieve a minimum average of 2.0 foot-candles,as measured across the entire parking lot,and a maximum of 1.0 foot-candles, as measured at the adjoining property lines. Parking lots in areas zoned Manufacturing shall have a minimum average lighting intensity of one foot-candles,per square foot. Lighting shall be designed to avoid casting direct light or glare onto adjacent residential property. STORM SEWER SYSTEM A complete storm sewer system shall be required,consisting of closed conduits to an approved storm water storage system. All storm sewers within the public right-of-way and easements parallel to and adjacent to public right-of-way shall be reinforced concrete pipe(RCP),with a twelve(12")inch minimum diameter. Storm sewers in rear yards and side yards may be high-density polyethylene(H.D.P.E.)of a manufacturer and design,to be approved by the City of Yorkville. All roadways will have a system of inlets/catch basins,tied directly to the storm sewer. These storm water collection locations will be on both sides of the street,with a maximum longitudinal flow interval of 300 feet. All such collection points will be an inlet except the last structure before entering a storm sewer main shall be a catch basin with a two-foot sump. Catch basins or open-lid structures shall not be located over the sewer main.All backfill is to be a CA7 aggregate. All storm sewer roadway crossings from structure to structure must be backfilled with CA7 aggregate and completely encapsulated in an approved drainage fabric. In this manner,the curb subgrade, the storm crossings,and the inlets and catch basins create a roadway underdrain system for longer roadway life. The City may require that storm sewers be constructed along the centerline of individual roadways at certain locations. Those locations shall normally be limited to within 100 feet of the lowest sag vertical curve of a roadway. Where these locations occur within a horizontal curve of the roadway, storm manholes shall be placed at the centerline of individual roadways. S-8 Standard Specifications for Improvements If subgrade conditions are excessively sensitive to moisture or other special conditions, a capped, perforated,plastic underdrain may be required under the curb and gutter. All storm water conduits 12" diameter and larger shall be internally televised in color just prior to City acceptance,and shall be free of defects,sags,dirt,and debris. All non-RCP storm sewers shall also be mandrel tested(similar to sanitary sewer testing)just prior to City acceptance.All parking lots shall be drained internally,and directed by pipe to the storm sewer. Storm sewers shall extend to the limits of the development with proper sizing, as approved by the City Engineer,based upon current and future runoff conditions,to pick up and safely carry through the development any and all upstream bypass flows. All new homes with basements or crawl spaces shall have a direct,underground conduit to the storm sewer system. Fill-in lots in areas with no storm sewer within 500 feet shall not be required to have this direct connection. Minimum depth of cover for these lines shall be 30 inches. All discharges shall have an approved automatic diverter calve immediately outside the house and a check valve inside the house. Multiple collection lines of four inch and six inch HD PVC will be allowed by an approved design. Terminal and junction points shall be at two-foot diameter precast concrete inlets with open-lid castings. The pipe from the house shall be a 2"minimum HD PVC with cemented joints. The connection to the storm sewer shall be through a neat,tight fitting,bored hole into the concrete pipe. After insertion of the sump pump discharge pipe into the concrete storm sewer pipe,the joint shall be sealed with hydraulic cement. In no case shall the sump pump discharge pipe extend beyond the inner surface of the concrete storm sewer pipe. Connections,however, shall be into a structure wherever practical. Individual storm sewer services shall not be required in areas of the development where soil and ground water conditions indicate that sump pumps would run very infrequently. If the developer does not wish to install storm sewer services,he shall perform soil borings at regular intervals (300' to 400' grid typical) during the Final Plan preparation stage,to determine soil types and ground water elevations. Boring locations are subject to approval by the City. Each boring shall extend at least 20 feet below existing ground elevations and be referenced to the development benchmarks. If the boring logs show granular soil and also show ground water elevations at least five (5') feet below planned basement floor elevations,then individual storm sewer services shall not be required in that area of the development. During excavation of every basement in that area,the developer shall verify(with City representative present) that the granular soil and deep ground water conditions exist. If either condition is found not to exist at a building location, the developer shall construct a storm sewer service to that building, in conformance with these Standard Specifications. The design of the storm water collection system shall be for a ten(10)year storm,running just full. The only exception to this is where the receiving storm water system has less capacity and here the new system of conduits shall be designed for a five(5)year event,running just full. The minimum velocity shall be 2.5 fps and the maximum shall be 8 fps. The storm sewer pipe shall have a minimum cover of three(3') feet. Storm sewer manholes shall be five(5')feet internal diameter,constructed of reinforced concrete, and shall be placed at a maximum spacing of 500 feet. Storm sewer manholes may be four(4')feet internal diameter when the largest sewer entering/leaving the manhole is 18"diameter,and the orientation of sewers connecting to the manhole is such that there is at least 12"of precast wall between the openings provided for sewers. The use of adjusting rings is limited in height to eight(8")inches. Inlet and/or catch basin frames and grates shall be Neenah No. 3015,East Jordan No. 7010,or approved equal. Whenever possible, castings for curb drains shall have a fish logo to discourage dumping of oils,pesticides, and other inappropriate items into the storm sewer system. Where a continuous grade is carried across an inlet or catch basin casting,the open-vaned cover shall be used,Neenah No. R-32868V,East Jordan No. EV-7520,or approved equal. All manhole castings shall be Neenah No. R-1030,East Jordan No. 105123,and Type B cover,or approved equal. All type B covers shall have"City of Yorkville"and"Storm"cast into the top,and shall be concealed pickhole type. All sections of the manholes shall be completely sealed and butyl rope,including the casting. Manholes shall no be allowed in the pavement,curb,gutter, or sidewalk. All flared end sections 15"or larger shall have grates. S-9 Standard Specifications for Improvements In Estate residential developments, a ditch shall be required on both sides of the street,and shall have a minimum profile slope of one(1%)percent(side slope 4:1 on the street side,and 3:1 on the lot side). For developments ten acres in size or larger,the developer may use computer-based methods to determine stormwater storage volumes. The specific method and parameters used in employing the method shall be subject to the approval of the City Engineer. For developments less than ten acres in size,the storm water storage system shall be designed utilizing a Modified Rational Method,as described below: 1. Q=(Cm)iA,where a run-off co-efficient or Ca is calculated for the site based upon actual proposed surface coverage. Cm then equals 1.25 times Ca. 2. The following run-off co-efficient shall be utilized as minimums: Surface C Grass .50 Asphalt/Concrete .98 Roof 1.00 Detention 1.00 3. The maximum release at the designated 100-year level is 0.15 cfs/acre. The City Engineer shall reduce this allowable release rate where the downstream accepting system is experiencing drainage problems such as the Elizabeth Street swale where all receiving discharges are limited to 0.10 cfs/acre. The outlet structure design shall address the two-year (0.04 cfs/acre) and the 25-year(0.08 cfs/acre) storm control,in addition to the 100-year event. 4. When depressional compensatory storage is provided by increasing the volume of a stormwater detention basin,the maximum allowable release rates of the basin shall be reduced,as directed by the City of Yorkville to approximate the pre-development release of the depressional area,and realize the full storage potential of the enlarged basin. 5. The minimum size restrictor shall be a four-inch by twelve-inch long HD PVC pipe. The design must be designed for easy maintenance and cleaning during a storm event. The discharge shall be directly to a downstream stoim sewer if one is available within a reasonable distance. If not,the discharge will be to the surface,with approved energy dissipation and downstream erosion protection. 6. The rainfall intensities to be utilized are those established by the Illinois State Water Survey's Bulletin#70, as amended for the specific City of Yorkville area. In designating the required storm water storage volumes,the maximum value calculated using the various events should be utilized. See Figure 3 for a sample calculation. 7. The storm water storage areas must have containment for twelve inches of additional storm water storage,with an approved calculated overflow area at six inches above calculated 100- year elevation. This overflow shall have an erosion concrete curtain wall,with a minimum thickness of 8 inches,a minimum depth of three feet below grade,and a length to extend a minimum of four feet beyond the limits of the overflow on either end. This wall is not to be formed,but is to be trenched or excavated into natural soil,or into the compacted fill,and is to be fmished flush to the ground. 8. Storm water storage areas shall be covered by an easement,including access thereto,such that should the owner not maintain said area as necessary,the City can cause such corrections and bill the owner, including any and all administrative costs. S-10 Standard Specifications for Improvements 9. The engineering plans shall have a full sheet dedicated to the soil erosion and sedimentation control requirements for the development,including silt fencing, straw bales,drainage fabric, etc. Failure to properly maintain this system may result in major storm sewer cleaning within the site and in the offset storm system. The City reserves the right to place a hold on all building permits and inspections if the soil erosion and sedimentation control plan is not properly maintained. Keeping the streets clean is part of this plan,and failure to do so will result in these actions. The developer shall establish a Street Cleaning deposit with the City of Yorkville, in the amount of$5000.00. If the streets are not cleaned within 48 hours of a written request by the Director of Public Works,the City shall have the streets cleaned,and subtract that cost from the deposit. The developer shall replenish the deposit to the full amount if it falls to less than$1000.00. The Yorkville City Council shall return any unused portion of the deposit to the developer upon acceptance of the streets. 10. The developer shall establish basins onsite where concrete ready-mix trucks must wash out after delivering their load. Signs shall be posted at each entrance to the development to warn truck drivers of the requirement to wash out at specific sites, and notify them of the fine for non-compliance(up to $100.00 for each offense). Each entrance sign shall include a simplified map of the development,to show the locations of the washout basins in the development. A sign shall also be posted at each washout basin,to identify the site. The developer shall maintain all signs,basins, and appurtenances in good condition until the City accepts the public improvements. Washout basins shall be located outside of the public right-of-way,parks, and all public utility easements. They shall be located in relatively low-traffic areas,and be at least fifty- (50') feet from storm drains,open drainage facilities, and watercourses,unless approved otherwise by the City Engineer. Basins shall have a minimum twelve(12") inch thick CA-3 aggregate approach of sufficient width over a woven geotextile fabric,to reduce tracking of mud onto roadways. The washout area shall be contained by an earthen berm,and be at least ten (10') wide by ten(10')long. The maximum depth of a washout basin shall be three feet. When the volume of a washout basin is 75%full,the developer shall remove the hardened concrete and transport it to a legal landfill. Burying waste concrete onsite shall not be permitted. The developer shall incorporate the items necessary to comply with this requirement, as well as provisions for maintenance,onto the erosion and sediment control plan sheet. All signage, washout basins, and appurtenances shall be in place before the first building permit is issued. 11. The engineering plans shall have one or more full sheets dedicated to the Final Grading of the entire site. The minimum grade for all grass areas shall be two (2%)percent, except that swale areas may be at one(1%)percent if it is over an approved,piped underdrain. Slopes shall be shown with arrows at all locations from all break points. A grading plan on an 8-1/2" x 11"paper for the actual building must be submitted for each building permit submitted,and will become a part of the building permit. All top of foundation elevations will be a minimum of two(2') feet, and a maximum of three(3') feet above the street centerline elevation, measured at the center of the lot in question,unless the City Engineer directs otherwise,based on site-specific conditions. Drives must be at a minimum slope of two(2%)percent, and maximum slope of eight(8%)percent towards the curb flow line from the garage. When the foists for the foundation are ready to pour, a top of foundation elevation and location certification of a registered surveyor or engineer,as approved by the building inspector, is required prior to pouring the concrete into the forms. The tolerance here is 0.15 feet lower and 0.5 feet higher,and behind all applicable setback and easement lines. S-11 Standard Specifications for Improvements 12. Requests for an occupancy permit must include an as-built grading plan, signed and sealed by a registered land surveyor, showing the original, approved grades and slopes, along with the actual grades,just prior to the occupancy permit request. The actual grades must fall within a tolerance of 0.15 feet in order to receive an occupancy permit. Top soiling and seeding or sodding,if applicable,must be in place prior to the fmal grading plan. All City-incurred costs of reviewing these grading plans shall be the responsibility of the developer. Note that specific building codes, ordinances, and permitting procedures,which may be established by the United City of Yorkville,shall supersede these requirements. 13. General grading and landscaping of the storm water areas shall be designated according to the Park Development Standards,Landscape Ordinance, and these Standard Specifications. The City may require that storm water detention and retention facilities, as well as grading, landscaping, and stormwater collection systems,incorporate currently acknowledged Best Management Practices to improve storm water quality. These may include,but are not limited to,naturalized detention basins,bio-swales,low impact design standards,perforated storm sewer, designs that reduce the degree of connected impervious areas,designs that encourage infiltration of stormwater, etc. Wet ponds shall have a maximum allowable depth of two feet between the normal water level and the high water level corresponding to the Ten-Year Frequency Storm. The City may require wetland-type plantings and appropriate grading around the perimeter of wet ponds. The developer shall provide a soil report,prepared by a licensed professional engineer,to determine whether or not lake lining will be required. Vertical or nearly vertical edge treatment will require an approved method,allowing a child to easily climb out of the water. Storm sewers discharging to a stormwater basin shall be designed such that the sewer invert at the discharge point is no lower than 6"below the normal water level of the basin, and the top of sewer is no lower than the ten-year high water level of the basin. 14. Storm water storage basins shall operate independently of any watercourse or water body receiving the discharge from the basins. Bypass flows from upstream areas should bypass the storm water storage facility,where practical. The entire development shall be examined under the premise that all storm sewers are blocked and full when a 100-year event occurs, and the development can pass these flows without flooding homes. All overflows are to be contained within the right-of-way,or where absolutely necessary,through special drainage easements. All buildings shall have the lowest water entry a minimum of 18 inches above the elevations determined for this bypass situation. 15. Storm water detention shall not be required under the conditions listed below. The City reserves the right to require detention on any parcel of land if special circumstances exist, and to require that sewer be constructed as necessary,to carry away the storm water. a) Proposed development or re-development of the existing lots zoned single- family detached, or duplex residential,less than 2.5 acres in gross area. b) Proposed development or re-development of existing lots zoned other than single-family detached or duplex residential,that are less than 1.25 acres in gross area. S-12 Standard Specifications for Improvements WATER SYSTEM 1. All water mains shall be Class 52 ductile iron pipe,conforming to the latest specification requirements of ANSI A21.5.1. Mains shall be cement lined,in accordance with ANSI A21.4. Fittings shall conform to ANSI 21.10. Gate valves shall be resilient wedge type, conforming to the latest revised requirements of AWWA specification C509. All water mains are to be polyethylene wrapped. Main line valves 10"diameter and larger are to be installed in a vault. Smaller main-line valves shall either be installed in a vault,or have a Trench Adapter valve box, similar to those used at fire hydrants. No vaults or valve boxes shall be in the pavement or sidewalk. 2. Water services up to 3"diameter shall be type"K" copper,conforming to the latest revised specification requirement of ASTM B88. Minimum size for residential units shall be one inch in diameter. Corporation stops shall be McDonald No.4701,Mueller H-15000, or Ford F- 600. Curb stops shall be McDonald No. 6104,Mueller H-15154,or Ford B22-333m,with Minneapolis patter B-boxes, similar to McDonald N.5614 or Mueller H-10300. 3. Minneapolis type B-boxes shall be installed in the right-of-way,but not in the sidewalk or driveway. 4. Fire hydrants shall be one of the following: 1. Clow F-2545 (Medallion) 2. East Jordan 5-BR 3. Waterous WB-67-250 Hydrants shall have a 5-1/4"main valve assembly,one 4-1/2"pumper nozzle, and two 2-1/2" hose nozzles,with national standard threads,a national standard operating nut, and above ground break flange. The installation of the hydrant shall conform to AWWA 600 standards. Auxiliary valve boxes shall either be Trench Adapter Model Six by American Flow Control, Clow F-2546 with F-2493 cover,or approved equal. For valve boxes other than those by American Flow Control,the box shall be attached to the hydrant barrel with grip arms, as manufactured by BLR Enterprises, or approved equal. 5. Inspections and Installation: All water mains shall be designed and installed in accordance with the Standard Specifications for Water Mains in Illinois. Upon completion,water mains shall be subjected to hydrostatic pressure test of 150-psi average for up to 4 hours. Allowable recovery shall conform to the Standard Specifications for Water& Sewer Main Construction in Illinois. The water operator in charge or person authorized by the water operator in charge shall be present during all testing. The developer shall use the pressure gauge supplied by the City for the test. 6. New water main shall be disinfected in accordance with AWWA standard C601. Water will be tested to assure that 50 mg/1 of CL2 is in disinfected water. Sampling shall be taken by water operator in charge or persons authorized by the water in charge. Water must pass two consecutive days of sampling tests by a state approved lab. 7. Water mains shall be minimum eight inches internal diameter, with a cover of five feet, six inches below finished grade. Watermain stubs to hydrants shall be at least six inches internal diameter. City water mains and hydrants shall be placed of the North and West sides of the streets,unless approved otherwise the City Engineer. Valves shall be installed each second consecutive hydrant,at intersecting lines,and other locations as required, such that a minimum number of services will be affected during a main isolation. S-13 Standard Specifications for Improvements Fire hydrants shall be installed throughout the subdivision at each intersection and at intervals not exceeding the requirements of two fire hydrants serving any point of any building, or 300 feet along the roadway,whichever is more stringent. Special conditions may dictate a closer spacing,as approved. Fire hydrants shall be located on the property line,except at corners, and shall be set two feet minimum and three feet maximum from the curb back to the face of the pumper nozzle. Where there is no curb and gutter,the face of the pumper nozzle shall be between 18 inches to 20 inches above finished grade line(sidewalk to curb). Base elbow of hydrant shall be properly thrust blocked,and shall be provided with clean, washed CA7 aggregate and polyethylene covering. All hydrants and any adjustment fittings shall receive one field coat of red paint,as recommended by the manufacturer,prior to final acceptance. 8. All tees,bends, fire hydrants,and valves shall be adequately blocked with pre-cast blocks and poured in place thrust blocking against undisturbed earth. 9. Services shall be equipped with corporation stop, curb stop, and buffalo box. The buffalo box shall be set in the parkway,on the centerline of the property,approximately centered between the back of sidewalk and the adjacent right-of-way line. Service trenches beneath or within two feet of proposed driveways,sidewalks,or other pavements shall be backfilled full-depth with aggregate. Except as permitted below,the underground water service pipe and the building drain,or building sewer, shall be not less than ten feet apart horizontally,and shall be separated by undisturbed or compacted earth. The water service pipe may be placed in the same trench with the building drain and building sewer if the conditions listed below are met: A. Local conditions prevent a lateral separation of ten feet; B. The bottom of the water service pipe at all points shall be at least 18 inches above the top of the sewer line at its highest point. All water and sewer services must be inspected an approved by the building inspector prior to backfilling. C. The water service pipe shall be placed on a solid shelf, excavated at one side of the common trench,and shall have no joints from the buffalo box to the water meter inside the house; and D. The material and joints of sewer and water service pipe shall be installed in such a manner, and shall posses the necessary strength and durability to prevent the escape of solids, liquids,and gasses there from under all known adverse conditions, such as corrosion,strains due to temperature changes, settlement, vibrations,and superimposed loads. 10. Depth of bury shall be 5'6"below finish grade. No joints will be allowed between the corporation stop and the curb stop. 11. All watermain shall be looped and double fed,and shall be extended to the far limits of the development, and in size appropriate for future development,as directed by the City Engineer. Recapture and over-sizing may be applicable. 12. The developer shall reimburse the City of Yorkville for the cost of water to fill and test new watermains, and also for the cost of laboratory tests after chlorination. The water cost shall be at the bulk rate charged by the City of Yorkville at that time. The volume of water shall be calculated as the volume of two and one-half times the lengths and diameters of new watermains. 13. Watermain proposed to cross existing city streets shall be constructed by directional boring. Open-cut construction shall not be allowed without consent from the Public Works Director. 14. Connections to existing watennains shall employ line stops to minimize the disruption of service to existing residents. S-14 Standard Specifications for Improvements SANITARY SEWER SYSTEM A complete sanitary sewer system is required for all new development. The minimum internal size of sanitary sewer main shall be eight inches in diameter. The top of the sewer main shall be a minimum of three feet lower than the lowest floor elevation at all service connection locations,but not less than eight feet below fmished grade,wherever possible. Should the sewers serving a particular development not be deep enough to serve the basement,as noted above,then overhead plumbing will be required. However,all levels of the building must be served by gravity,with only the below-grade levels being served by a pump unit. The City Engineer may require that certain buildings not have subgrade levels due to special situations. The sanitary sewer shall be extended to the development's far extremes,as directed by the City Engineer,for proper and orderly growth. The city Engineer will also direct the sizing and grades for the sewer, so as to fit the overall plan for the City. The City strongly discourages the use of lift stations,but if the City Engineer approves the use of a public lift station,the following shall be required as a minimum: A. The pumps shall be submersible,with a back up pump and well-designed wet well. B. The station building shall be a brick structure with conventional-pitched roofmg and paved access. The building shall comply with all International Building Code regulations,and shall be heated and ventilated. The subdivider shall follow normal building permit procedures,and pay the normal fees for construction of the lift station building. C. The unit will be equipped with a back-up power source,utilizing natural gas as a fuel,and can operate on manual or fully automatic mode,complete with a variable exercise mode. D. The motor control center shall have a solid-state duplex logic. Sewage level in the wet well shall be measured with a pressure transducer. A dial-out alarm system matching that currently in use in the City shall be provided. E. The City Engineer must approve any and all lift stations,and may require other improvements. F. There shall be good-quality noise control, and all electronic components shall be explosion- proof G. Force mains shall be sized to carry the initial, intermediate, and ultimate flow rates from the tributary area,at a velocity of between 3.0 and 6.0 feet per second. Material shall be watermain quality Ductile Iron with polyethylene encasement. Gate valves in vaults shall be constructed in the force main at intervals not exceeding 600 feet,to allow quick isolation in the event of a leak. Blow-off valves in vaults shall be constructed at high points in the force main, and shall discharge to sanitary sewers,where possible. Force mains shall be tested at 150-psi for two hours, similar to watermain testing. H. The subdivider shall maintain an inventory of each size and type fuse,relay, and other plug-in type devices used in the lift station motor control center,as recommended by the manufacturer. These items shall be housed in a wall mounted metal cabinet. The subdivider shall also supply a heavy-duty free standing metal shelf with not less than square feet of shelf space, and one(1) fire extinguisher rated for Type A,B,and C fires. I. The subdivider shall provide start-up training to the Public Works Department personnel,and shall provide three sets of Operations and Maintenance Manuals for all equipment at the lift station. J. Underground conduit shall be heavy-wall PVC. K. The exterior of the wet well shall be waterproofed. The City may require the wet well to have a minimum internal diameter of up to eight feet. Sewer construction cannot start until the Illinois Environmental Pollution Agency(IEPA)has notified the City Engineer that approvals have been secured. Sanitary sewer pipe shall be PVC plastic pipe, with a minimum SDR 26. All pipe and fittings shall be pressure rated in accordance with ASTM D-2241 and ASTM D-3139 (per AWWA C-900) for sizes 6-15 inches. Solvent joints are not permitted. 5-15 Standard Specifications for Improvements All public sanitary sewers will be air and mandrel tested(7-point minimum)by the developer,at his expense,under the supervision of the City Engineer. One copy of the report shall be forwarded to the Yorkville-Bristol Sanitary District, and one report shall be forwarded to the City Engineer. All testing will be done in conformance with the"Standard Specifications For Water and Sewer Main Construction in Illinois", current edition. All public sanitary sewers shall be internally televised in color and recorded on videotape and written log by the developer,at his expense,under the supervision of the City Engineer,to ensure that the sewers are straight,unbroken,tight, and flawless. There must be good-quality lighting for a sharp and clear image of all sewer segments. Poor quality images will result in re-televising the system, at the developer's expense. The videotape must clearly mark the segment being televised through manhole numbering,and the image must clearly identify the footage as it progresses through the pipe. One copy of the complete videotapes and written log shall be forwarded to the Yorkville-Bristol Sanitary District, and one complete set shall be forwarded to the City Engineer. All manholes will be required to be internally vacuum tested by the developer,at his expense, under the supervision of the Engineer. This test will check the integrity of the complete structure, from the invert to the casting,including all adjusting rings. One copy of the test results shall be forwarded to the Yorkville-Bristol Sanitary District, and one copy shall be forwarded to the City Engineer. Vacuum testing of each manhole shall be carried out immediately after assembly backfilling,and rough grading, and shall be witnessed and approved by the City Engineer. All lift holes shall be plugged with an approved non-shrinking grout. No grout will be placed in the horizontal joints before testing. All pipes entering the manhole shall be plugged,taking care to securely brace the plugs from being drawn into the manhole. The test head shall be placed at the inside of the top of the casting and the seal inflated in accordance with the manufacturer's recommendations. A vacuum of ten inches of mercury shall be drawn and the vacuum pump shut off. With the valve closed,the time shall be measured for the vacuum to drop to nine inches. The manhole shall pass if the time is greater than 60 seconds for a 48-inch diameter manhole, 75 seconds for a 60-inch manhole,and 90 seconds for a 72-inch manhole. All manhole castings shall be Neenah No.R-1030 frame,East Jordan No. 105123,and Type B cover, or approved equal. If the manhole fails the initial test,necessary repairs shall be made with a non-shrink grout,while the vacuum is still being drawn. Retesting shall proceed until a satisfactory test result is obtained. If the rim of a sanitary manhole needs to be reset or adjusted after successful vacuum testing,but before the expiration oft eh one-year warranty period,it shall be sealed and adjusted properly in the presence of the City Engineer. Failure to do so will require the manhole to be vacuum tested again. All manhole frames shall be Neenah No.R-1030,East Jordan No., 105123,or approved equal, with Type B covers. All Type B covers shall have"City of Yorkville"and"Sanitary"cast into the lid,and shall have concealed pick holes with a machined surface and watertight rubber gasket seals. All manhole segments,including the frame and adjusting rings, shall be set with butyl rope joint sealant. Manholes shall be minimum four-foot diameter,and shall not be located in pavement,curb,gutter,or sidewalk. All sanitary sewer manholes shall be provided with approved cast in place rubber boots (flexible manhole sleeve),having a nominal wall thickness of 3/16"with a ribbed concrete configuration and with stainless steel binding straps,properly sized and installed for all conduits. S-16 Standard Specifications for Improvements All manholes shall be reinforced precast concrete,and shall be located at intersections and spaced at a maximum interval of 300 feet,except that a closer spacing may be required for special conditions. The maximum allowable amount of adjusting rings shall be eight inches in height using as few rings as possible. All manholes shall be marked at the time of construction with a four-inch by four-inch hardwood post neatly installed vertically and with a minimum three-feet bury and a minimum four-foot exposed. The top one-foot of the post shall be neatly painted white. Wells and septic systems are allowed in Estate-residential developments that are not within 250 feet of water and/or sewer service. When each lot is within 250 feet of water and/or service,that lot may maintain their septic and/or well only until failure of the septic or well. At that time the lot must, if within 250 feet of the sewer and/or water line hook-up to the sewer and/or water, as the case may be,connect to the City utilities at the lot owner's sole expense. After connection to the City Sanitary Sewer System,individual septic fields shall be abandoned by pumping out the tank, knocking in the cover,and filling with dirt or stone in accordance with Health Department regulations. TRAFFIC STUDY A traffic study may be required,and shall include: 1. Levels of service for existing conditions; 2. Levels of service for post-construction conditions; 3. All calculations shall be conducted according to the"Highway Capacity Manual"; 4. Recommendations as to additional/limited access, additional lanes, signalization,etc. If the City of Yorkville requires a traffic study for a development,that study will be contracted for by the City,and paid for by the developer. The developer shall establish a Traffic Study deposit with the City of Yorkville,in an amount to be determined by the City Engineer. The City shall return any unused portion of the deposit to the developer upon approval of a Final Plat or Site Plan. If the land use plan of the development changes during the approval process, the developer may be required to make additional deposits to fund re-analysis and revisions to the Traffic Study. The need or requirement for a traffic impact study shall be determined during the concept or preliminary planning stage of the proposed development. The developer/subdivider shall meet with City of Yorkville officials during one of these stages for the purpose of determining the traffic study requirements. When the City of Yorkville requires that a traffic study be prepared based upon the above,the study shall include,but not be limited to, addressing the following issues: INTRODUCTION: A general description of the proposed development,including it's size, location,the political jurisdiction in which the site is located,the boundary limits of the study area, and any other information needed to aide in the review of the development's traffic impacts. PROTECT DESCRIPTION: A description of the existing and proposed land uses of the development. If alternative land uses are being proposed,the highest trip generation uses shall be assigned for each land use. SITE ACCESSIBILITY: A clear and concise description of the proposed ingress/egress points to the proposed development, including a sight distance analysis. S-17 Standard Specifications for Improvements EXISTING EXTERNAL ROADWAY NETWORK: A description of the existing external roadway networking the vicinity of the proposed development,to include functional classification, primary traffic control devices,signalized intersections,roadway configurations,geometric features (curves and grades),lane usage,parking regulations,street lighting,driveways servicing sites across from or adjacent to the site, and right-of-way data. The area of influence shall be determined by the traffic generated from the site,the trip distribution of traffic,and the trip assignment of the traffic generated by the development over the surrounding area road network. EXISTING AM.PM, &TOTAL DAILY TRAFFIC VOLUMES: Existing AM,PM,and total daily traffic volumes for access driveways (if existing),intersections,and the roadway network in the site vicinity shall be determined and displayed on a graphic(s) in the fmal report. To determine AM and PM existing traffic volumes,machine counts and/or manual counts shall be conducted during a three-hour period of the morning,between approximately 6:00 AM to 9:00 AM of an average or typical weekday,and also between approximately 3:00 PM to 6:00 PM,on an average or typical weekday. Peak hour counts may be required on Saturday and/or Sunday, depending on the proposed land use. All AM and PM peak hour counts shall be recorded and summarized in fifteen-minute increments, and be included in the Appendix of the final report. Manual counts shall include vehicle classifications,i.e.passenger cars, single-unit,multi-unit trucks and buses. Traffic counts shall show both entering and exiting traffic at the proposed access points (if existing), in addition to turning and through traffic movements at critical intersections. TRIP GENERATION RATES AND VOLUMES: Trip generation rates and volumes for each type of proposed land use shall be determined for the AM and PM peak hours, and total daily volumes may be required on Saturday and/or Sunday, depending on the proposed land use. The trip generation rates shall be calculated from the latest data available contained in the Institute of Transportation Engineer's"Trip Generation Manual". If trip generation rates for a specific land use are not available from the"Trip Generation Manual", the United City of Yorkville shall approve the substitute rates. SITE-GENERATED TRIP DISTRIBUTION&ASSIGNMENT: The most logically traveled routes in the vicinity of the development shall be used for trip distribution and assignment purposes. The directional distribution of site-generated traffic approaching and departing the development should be shown in both graphic and tabular form. All assumptions used in the determination of distribution and assignment shall be clearly stated. EXISTING.PLUS SITE-GENERATED TRAFFIC VOLUMES: Existing,plus site-generated traffic volumes for the AM and PM peak hours,and total daily traffic for access drives, intersections, and the roadway network in the site vicinity shall be determined and displayed on a graphic(s) in the final report. Traffic volumes shall show both entering and exiting traffic at the proposed access points, in addition to turning and through traffic movements at critical intersections. FUTURE TRAFFIC (EXISTING,PLUS SITE-GENERATED) VOLUMES: Future traffic (existing,plus site-generated traffic volumes) for the AM and PM peak hours,and the total daily traffic for access drives,intersections,and roadway network in the site vicinity shall be determined and displayed on a graphic(s) in the fmal report. Projected increases in the external(non site- related)roadway traffic must also be determined. The selection of a horizon year for which traffic operation conditions are to be characterized may be considered as the date full build-out and occupancy is achieved. If the project is a large multi-phased development in which several stages of development activity are planned,a number of horizon years may be required,that correspond to the bringing on line of major development phases. Horizon dates should be times to coincide with major stages of the overall project,or to coincide with increments of area transportation system improvements. S-18 Standard Specifications for Improvements INTERSECTION CAPACITY ANALYSIS: Proposed access driveways and influenced intersections shall be subject to an existing,plus projected,capacity analysis.Projected traffic conditions shall include the effects of any committed developments within the influenced area. The existing and projected levels of service derived from the analysis shall be used to aid in the evaluation of design and operation alternatives of the access driveways and influenced intersections. The capacity analysis shall be in accordance with the techniques described in the most recent edition of the Transportation Research Board's"Highway Capacity Manual", Special Report 209. SIGNALIZATION WARRANTS: If it is anticipated that the development's driveway(s) or existing external non-signalized intersections will satisfy signalization warrants,a warrant analysis shall be conducted,using the projected volumes determined from the trip generation. The results of such an analysis shall be tabulated in the traffic impact study. CONCLUSIONS AND RECOMMENDATIONS: Clear and concise descriptions of the findings shall be presented in the final report. These findings shall include all recommended improvements for access facilities,internal roadways and intersections,and external roadway and intersection improvements. S-19 Standard Specifications for Improvements DRIVEWAY AND PARKING LOT PAVING ALL DRIVEWAYS AND PARKING LOTS SHALL BE PAVED AS PER THE FOLLOWING SPECIFICATIONS: L ASPHALT: A. RESIDENTIAL Two-inch I-11 bituminous concrete surface, over eight-inches (minimum)of compacted CA6 limestone or crushed gravel. B. COMMERCIAL/INDUSTRIAL Three-inch I-11 bituminous concrete surface,over ten-inches (minimum)of compacted CA6 limestone or crushed gravel. 2. CONCRETE: A. RESIDENTIAL Six-inch Class X,over six-inches(minimum)of compacted CA6 limestone or crushed gravel. B. COMMERCIAL/INDUSTRIAL Eight-inch Class X,over eight-inches of compacted CA6 limestone or crushed gravel. 3. PAVING BRICK: A. RESIDENTIAL Paving brick over one inch of sand and eight inches of compacted CA6 limestone or crushed gravel. 4. SEALCOAT: A. COMMERCIAL/INDUSTRIAL An A3 seal coat, as defined by the IDOT's Standard Specifications for Road and Bridge Construction,may be allowed on areas behind the building,when used as a temporary surface,not to exceed three years,after which it must be paved to the above specifications. The same base should be ten inches (minimum) of compacted CA6 limestone or crushed gravel. S-20 FIGURE 2 Minimum Minimum Minimum radius Minimum Tangent Right-of-Way Roadway to Centerline of Length of between Maximum Minimum Clear Sight Street Width Width Horizontal Curves Vertical Curves Reverse Curves Gradient Gradient Distance Expressways 200 ft 1000 ft 30x* 200 ft 5% 0.50% 500 ft Local Expressways 100 ft 1000 ft 30x* 200 ft 5% 0.50% 500 ft Collector, Major 80-100 ft 51 ft 1000 ft 30x* 200 ft 5% 0.50% 500 ft Collector, Minor 70 ft 34 ft 400 ft 30x* 200 ft 5% 0.50% 400 ft Local, Minor for Row houses & Apts 66 ft 30 ft 150 ft 15x* 100 ft 8% 0.50% 200 ft Minor, for Single Family Residence 66 ft 30 ft 100 ft 15x* 100 ft 8% 0.50% 200 ft Cul-de-Sac Street ** 66 ft 30 ft 100 ft 15x* 100 ft 6% 0.50% 200 ft Turn-around Diameter 130 ft 100 ft Length (Maximum) 600 ft *** Business & Industrial Districts 80-100 ft 39 ft 500 ft 30x* 200 ft 5% 0.50% 500 ft * x = algebraic difference in rules of=grade. Where x is less than 3, then 3 shall be substituted for the actual value. ** See definitions. *** The maximum length of a cul-de-sac shall be measured along its center line, between the center line of an intersection through street and the maximum extent of the turn-around right-of-way. Minor Collector streets shall not have intersecting streets or drives any closer than 200 feet apart. Major Collector streets shall not have intersecting streets or drives any closer than 400 feet apart. FIGURE NO. 3 DETENTION POND VOLUME CALCULATIONS 100-Year Detention Pond Volume Subdivision Name: Sample for Standard Specifications Date: Storage Required Duration Intensity Runoff Rate Volume (Hour) (In/hr) (CFS) (CFS) (acre-ft) 0.250 8.20 35.670 35.070 0.725 0.500 5.60 24.360 23.760 0.982 1.000 3.56 15.486 14.886 1.230 2.000 2.24 9.744 9.144 1.511 3.000 1.62 7.047 6.447 1.598 4.000 1.30 5.655 5.055 1.671 5.000 1.10 4.785 4.185 1.729 6.000 0.95 4.133 3.533 1.752 8.000 0.77 3.350 2.750 1.818 10.000 0.64 2.784 2.184 1.805 12.000 0.55 2.393 1.793 1.778 15.000 0.46 2.001 1.401 1.737 18.000 0.39 1.697 1.097 1.631 21.000 0.35 1.523 0.923 1.601 24.000 0.32 1.392 0.792 1.571 Composite "C"factor determination Type of Area Square Feet Acres "C" Factor CxA Grass 43560 1.000 0.500 0.500 Pavement 43560 1.000 0.980 0.980 Wet/Green Detention 43560 1.000 1.000 1.000 Rooftop 43560 1.000 1.000 1.000 TOTALS 174240 4.000 3.480 "C" = 0.870 Cm =1.25 x C= 1.088 Allowable Run-off= 0.15 cfs/acre Allowable Run-off= 0.60 cfs Required detention volume = 1.818 acre-feet' FIGURE NO. 3 DETENTION POND VOLUME CALCULATIONS, CONTINUED 25-Year Detention Pond Volume Subdivision Name: Sample For Standard Specifications Date: Storage Required Duration Intensity Runoff Rate Volume (Hour) (In/hr) (CFS) (CFS) (acre-ft) 0.250 5.96 25.926 25.606 0.529 0.500 4.08 17.748 17.428 0.720 1.000 2.59 11.267 10.947 0.905 2.000 1.63 7.091 6.771 1.119 3.000 1.18 5.133 4.813 1.193 4.000 0.97 4.220 3.900 1.289 5.000 0.82 3.567 3.247 1.342 6.000 0.69 3.002 ' 2.682 1.330 8.000 0.56 2.436 2.116 1.399 10.000 0.46 2.001 1.681 1.389 12.000 0.40 1.740 1.420 1.408 15.000 0.33 1.436 1.116 1.383 18.000 0.28 1.218 0.898 1.336 21.000 0.25 1.088 0.768 1.332 24.000 0.23 1.001 0.681 1.350 Composite "C"factor determination Type of Area Acres "C" Factor CxA Grass 1.000 0.500 0.500 Pavement 1.000 0.980 0.980 Wet/Green Detention 1.000 1.000 1.000 Rooftop 1.000 1.000 1.000 TOTALS 4.000 3.480 "C" = 0.870 Cm =1.25 x C= 1.088 Allowable Run-off= 0.08 cfs/acre Allowable Run-off= 0.32 cfs Required detention volume = 1.408 acre-feet FIGURE NO. 3 DETENTION POND VOLUME CALCULATIONS, CONTINUED 2- Year Detention Pond Volume Subdivision Name: Sample For Standard Specifications Date: Storage Required Duration Intensity Runoff Rate Volume (Hour) f!n/hr) jCFS) (CFS) (acre-ft) 0.250 3.28 14.268 14.108 0.291 0.500 2.24 9.744 9.584 0.396 1.000 1.43 6.221 6.061 0.501 2.000 0.90 3.915 3.755 0.621 3.000 0.65 2.828 2.668 0.661 4.000 0.53 2.306 2.146 0.709 5.000 0.44 1.914 1.754 0.725 6.000 0.38 1.653 1.493 0.740 8.000 0.31 1.349 1.189 0.786 10.000 0.26 1.131 0.971 0.802 12.000 0.22 0.957 0.797 0.790 15.000 0.18 0.783 0.623 0.772 18.000 0.16 0.696 0.536 0.797 21.000 0.14 0.609 0.449 0.779 24.000 0.13 0.566 0.406 0.804 Composite "C"factor determination Type of Area Acres "C" Factor CxA Grass 1.000 0.500 0.500 Pavement 1.000 0.980 0.980 Wet/Green Detention 1.000 1.000 1.000 Rooftop 1.000 1.000 1.000 TOTALS 4.000 3.480 "C" = 0.870 Cm =1.25 x C= 1.088 Allowable Run-off= 0.04 cfs/acre Allowable Run-off= 0.16 cfs Required detention volume = 0.804 acre-feet FIGURE NO. 5 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North An-ow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stomiwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys, including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks, and as applicable; areas for off-street parking,trucking maneuvering and service, and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems, including the size of sanitary sewers, storm water lines, &streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. FIGURE NO. 6 CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. B. A development schedule, indicating the approximate dates for construction of the Final Plan. C. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. D. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types _ 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges (Should be 3 feet apart) D. Caliper size of all trees at installation FIGURE NO. 6 CHECK LIST FOR FINAL PLANS, CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks, off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings, in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water, electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage, indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated, or reserved as common open space, public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Standard Specifications for Improvements This Resolution shall be in full force and effect form and after its due passage,approval,and publication, as provided by law. Passed and approved by the Mayor of the United City of Yorkville,Kendall County,Illinois, This day of ,20- . Mayor Passed and approved by the City Council of the United City of Yorkville,Kendall County, Illinois, This day of ,20- . ATTEST: City Clerk SEAL RICHARD STICKA WANDA OHARE VALERIE BURD LARRY KOT MARTY MUNNS PAUL JAMES JOE BESCO ROSE SPEARS S-21 Exhibit 2 N 1L., � ; jUU3 UNITED CITY OF YORKVILLE PARK AND RECREATION DEPARTMENT PARKS DEPARTMENT PARK DEVELOPMENT STANDARDS June 1, 2003 TABLE OF CONTENTS 1. DEFINITIONS 4 2. OPEN SPACE SYSTEM AND GUIDELINES 5 2.1. CATEGORIES OF OPEN SPACE 5 2.2. LAND I CASH DEDICATION ORDINANCES 7 2.2.1. Areas of NO Credit 7 2.2.2. Full or Partial Credit 8 2.3. PARK DEVELOPMENT TIMELINE and PROCEDURES 8 3. NEIGHBORHOOD PARK IMPROVEMENT STANDARDS 9 3.1. Park Design — Neighborhood park 9 3.2. Timing of Dedication and Acceptance 9 3.3. Utilities 10 3.4. Topsoil 10 3.4.1. General 10 3.4.2. Stockpiling 10 3.5. Grading / Filling 10 3.5.1. Slopes 10 3.5.2. Filling / Borrow 10 3.5.3. Environmental Precautions/Assessment 11 3.6. Detention I Retention Basins -Stormwater Management 11 3.6.1. General: 11 3.6.2. Retention Basins (Wet Ponds) 11 3.6.3. Detention Basins (Dry Ponds) _ 12 3-6.4. Inlet and grate design 15 3.7. Greenways /Wetlands I Floodplain areas 15 3.8. Conservation and Protected Areas 15 3.9. Turf Grass 15 3.9.1. Mulching 15 3.10. Existing Vegetation, new plantings, and landscaping 16 3.10.1. Existing Vegetation 16 3.10.2. New Landscape Material - Planting Standards 16 3.11. Pathways and Trails on Public Property 20 3.12. Playgrounds/ Park Improvements 22 June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 2 • 3.13. Maintenance Standards (By Developer) 23 3.13.1. Escrows (Under Legal Consideration) 23 3.13.2. General 23 3.13.3. Turf 23 3.13.4. Plantings 24 3.13.5. Mesic and Wet mesic areas 24 3.13.6. Playground and Site Improvements 26 II June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg.-3 1. DEFINITIONS 1. Standard Specifications: (SSRBC) Whenever reference is made to the "Standard Specifications" it shall be understood to mean the latest issue of the "Standard Specifications for Road and Bridge Construction" and subsequent revisions of the "Supplemental Specifications and Recurring Special Provisions" of the Illinois Department of Transportation. 2. Developer Refers to and means the individual, corporation, co-partnership or other person or organization who or which has desires to bring a new subdivision or planned unit development within the corporate limits of the United City of Yorkville. 3. Americans with Disabilities Act: Refers to the federally mandated Act passed in 1990, and/or State Accessibility guidelines (Section 504), whichever may be more stringent. 4. Buffers: Areas designed to reduce the sound or visual impact on the neighboring community or houses. Buffers can be made by planting of bushes or a mixture of vegetation. 5. Conservation Natural area identified as having-rare plant or animal species, or areas identified within the Parks Open Space Master Plan. This area may include or be identified as a fen, watershed or have historic value needing preservation. 6. Detention (Dry Ponds): Areas designed to hold storm water runoff for a determinate amount • of time (typically 48 hours), then drain to a dry condition. 7. Flood Plain: That land adjacent to a body of water with ground surface elevations at or below the base flood or the 100 year frequency flood elevation. The floodplain is also known as the Special Flood Hazard Area (SFHA). 8. Private facilities and parks: Parks or facilities that are secluded from the general population; or owned and controlled by a person or group rather than the public or municipality. 9. Public Open Space: Any publicly owned open area, including but not limited to the following: parks, playgrounds, conservation, trails, greenways, etc. 10. Retention (Wet Ponds) : Areas designed to hold storm water and natural groundwater on a permanent basis. Retention areas are designed with normal and high water levels, and an overflow point for large storms. 11. Public Sidewalk That portion of street or crosswalk way, paved or otherwise surfaced, intended for pedestrian use only. 12. Trail way Is a paved path or connecting paths or walkways with the intent to allow pedestrians or bikes to traverse across the City. 13. Wetlands As defined by the Illinois Department of Natural Resources and/or US Army Corps of Engineers. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 4 2. OPEN SPACE SYSTEM AND GUIDELINES The Northeast Illinois Planning Commission states that: "Open space provides more than recreational opportunities; it is land that society needs to conserve as natural, cultural, historic, and agricultural resources. One of the most common misconceptions regarding open space and recreation is that the two tee ills are synonymous. A strong relationship does exist between open space and outdoor recreation but, in most cases, recreation is something separate and distinct from open space." Therefore, a park is open space, but open space is not necessarily a park. 21. CATEGORIES OF OPEN SPACE The National Park and Recreation Association (NRPA) has developed six categories of open space that the United City of Yorkville has simplified into three recognized categories. They are: • A. ENVIRONMENTAL CAPACITY - protects natural and or cultural resources from development 1 1 B. SHAPING CAPACITY- provides relief from extensive urbanization and promote the integration of neighborhoods. City, county, state, and federal planning agencies usually define this land as"land that shapes a community and is reflected in greenbelts, county forest preserves, state, and national parks." This category is also reflected in local ordinances stipulating density formulas and open space requirements for subdivisions. C. RECREATIONAL CAPACITY- provides space for single or multiple, active and passive recreation activities The United City of Yorkville has determined that acquisition and development of land meeting the recreational and environmental requirements of its residents is its role in the fabric of the Community. These functions are subdivided into both local and regional classifications. The Kendall County Forest Preserve provides these functions to the regional area. The Parks Department's responsibilities pertain to the local classifications, which are: A. RECREATIONAL CAPACITY - Local Classifications 1. Mini-Parks —The mini-park is used to serve isolated or limited recreational needs. Mini-parks are often tot lots, created to serve a resident population too distant from a community park, or in an area with high density populations. The mini-park is approximately 1 acre in size. Development is usually limited, requiring no parking or extensive site work. Examples of-mini-parks in Yorkville are Purcell Park, and Cobb Park. 2. Neighborhood Parks -The neighborhood park is sized between 2 to 15 acres. Is intended as a supplement to or substitute for a play lot where population density, geographic barriers or distance preclude easy access. Examples of such facilities include play apparatus areas for pre-school and elementary children, hard surface areas for hopscotch, shuffleboard, tetherball, four-square and court games for basketball, volleyball, badminton, etc., and open play areas for softball, football, soccer, and winter sports. The concept of development emphasizes spontaneous rather than higher organized play. The playground should be easily accessible to pedestrian use. Neighborhood parks may be combined with school sites. Although any classification of park can be combined with a school, the age of users makes it preferable that neighborhood parks and elementary schools are the most desirable combination. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 5 Examples of neighborhood parks in Yorkville are Sleezer Park, Town Square and Prairie Park. 3. Athletic Parks —These are more commonly associated with Junior High Schools, where the advantage of multiple athletic fields for public as well as school use comes to play. The facilities should represent the functional needs of each agency, with the intent of satisfying one or more of the following requirements: (1) to avoid duplication of land and facilities unless existing facilities are over utilized: (2) coordination of services, and (3) to diminish capital expenditures and needs of each agency. Development should be similar to the neighborhood park. 4. Community Parks -The community park is sized between 7 and 40 acres, and development is intended for people of all ages. It is preferred; that the park be centrally located and serve at least four neighborhoods. Amenities found in a neighborhood park are included, supplemented by large open spaces for athletic games and organized sports. Internal-walk patterns are desirable to connect the various functions, as well as providing pedestrian and bicycle paths. Adequate off- street parking should be provided in accordance with functions constructed. It should be accessible by motorized and non-motorized traffic. The classification may also serve as a neighborhood park facility for the area in which it is located. 5. Sports Complex -The sports complex is sized between 16—75 acres. It is developed to meet the needs of specific users groups and local athletic associations - for practice, team, and tournament play. These sites have adequate parking and are located on good traffic routes. They may also be located to take advantage of bicycle and pedestrian trail systems. Fields should be as multipurpose as possible, so a wide variety of flexibility can be maintained. Due to the ambient noise, traffic, and lights, sports complexes are not recommended to be located in the center of residential areas — in fact, sports complexes should be the solution to the typical problems of using neighborhood parks for competitive athletics. It is best to allow for additional space when acquiring sports complex space, as needs and trends are subject to constant change. An example of a sports complex park is Beecher Park. 6. Special Use Parks -Special use parks are intended for single interest activities and are large enough to accommodate the demand, therefore size can vary from 1 to 50 acres. They may be separate from, or a part of all park classifications; or a previous classification type may be a part of a special use park. Examples are tennis centers, outdoor education centers, museums, conservatories, golf course, children's farm, sports complexes, skate parks, splash /spray parks, swimming pool /aquatic centers, etc. Since users are going to come from a distance, the site should be near major vehicular access routes and bike trails. B. ENVIRONMENTAL CAPACITY - Local Classification Natural Resource Park (Linear Greenways /Trail systems) -The Natural Resource Park (or area) is utilized as a buffer zone, watershed, or conservation area and affords a passive appearance with managed natural habitats and plant ecosystems. These areas can be used to protect fragile or rare ecosystems. Sizes range most often range between 20 to 99 acres. Smaller areas may prove useful in special situations. Often these areas require skilled management to maintain sustainability and preserve healthy biodiversity of plant life. When utilized as a linear greenbelt and / or trail corridor, natural areas can serve as environmental bridges, supporting the movement of wildlife between other larger areas. When combined with public use areas, greenbelts are usually lined with June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 6 maintained turf areas, and development can include open play areas, pedestrian and bicycle paths, park benches, picnic and rest areas, and water oriented facilities. It is quite common to see detention / retention ponds included in these areas. In instances where this classification of park is flood prone, construction of permanent structures is discouraged. The public use infrastructure should remain supplementary to the functional classification of lands described. Other functions of a natural resource park may include: 1. Conservation of local resources, such as streams, wetland habitats, and forests. tr 2. Preservation of environmental and I or historic resources in conjunction with local historic preservation agencies. 2.2. LAND/CASH DEDICATION ORDINANCES The United City of Yorkville Land Dedication Ordinance requires 10 acres per 1,000 population be donated for parks as part of the subdivision/ planned unit development approval process. The contribution of land /cash is in accordance with the City Land/Cash Ordinance. It is for these stipulated acres that the following standards have been developed. These standards will also act as guidelines for land donated to satisfy other functions of open space. "The ultimate population density to be generated by a subdivision or planned unit development shall bear directly on the amount of land required to be dedicated for park and recreation sites. The acreage of land dedication requirement shall be determined by obtaining the total population of the development times 10 acres per 1,000 population. Total population is determined by applying the estimated ultimate population per dwelling unit table to the number of respective units in the development Each single family home will be calculated to have four bedrooms; Duplex unit will be calculated as 50% two bedroom units and 50% three bedroom units; Town home and apartments will be calculated with two bedrooms". When available land is inappropriate for park, or recreational use, the City shall require a cash contribution in lieu of the land dedication. This is based on the land cash calculation and the value per acre of the land based on the "Fair market value". In cases approved by the Park and Recreation Board, the contribution of Land Cash can be a mixture of 50% land 50% cash, or other agreed upon contribution mixes. A developer may donate the land and cash for park development upfront to have the construction of the park expedited. Otherwise, a 50% build-out standard for the subdivision may be set in place for park development. 2.2.1. Areas of NO Credit 1. No credit for exclusivelyprivate facilities & parks. 2. No credit for retention or detention areas, measured at the top of the bank. 3. No credit for lands located within the 100 year floodplain. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 7 2.2.2. Full or Partial Credit Credit may be received for active wet areas (lakes, rivers, creeks) historical areas, conservation area or other areas, that are identified to have recreational or conservation value. This will be considered on a case-by-case basis. Studies may be required to verify historical and/or conservation areas. Credit will be given for trail ways that are identified as infrastructure or connecting trails to a regional trailway system. Partial credit may be given for undeveloped trailways. Full credit may be given to land donations that are usable and or classified as developable for use for the general public. 2.3. PARK DEVELOPMENT TIMELINE and PROCEDURES The Park and Recreation Board and staff will plan the development of the park and/open land site with the following guidelines whenever possible. — 1. Based on the established land cash ordinance a developer will make a donation of park land to the United City of Yorkville Park and Recreation Department for future use and development. 2. The Park and Recreation Board and staff will project park utilization and design in conjunction with the Parks Open Space Master plans established needs and determine priority and fiscal needs. 3. Annually the staff will recommend budget projections for park development based on available fiscal resources 4. A concept plan will be developed by the park planner or United City of Yorkville Staff indicating park design and preliminary cost projections. 5. Whenever possible, a public meeting inviting residents for the surrounding subdivision and area to the location site for input. 6. A finalize concept plan and cost projections will be developed and submitted to the Park Board for approval and recommendations to the City Council for development. 7. Timeline is established for project management. 8. Project/ Park plan completed. There may be occasions when a developer provides development support in advance to a subdivision being built which may require these procedures to be adjusted or altered. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 8 3. NEIGHBORHOOD PARK IMPROVEMENT STANDARDS 3.1. Park Design— Neighborhood park The following criteria are considered desirable traits for a park to be acceptable to the United City of Yorkville: 1. Size: Park sizes shall range between 2 to 15 acres; meet the requirements of the Park Master Plan, and the approval of the Park Board. 2. Location: Located close to the geographic center of the population served, or as approved by the Park Board. 3. Combined with an elementary school when possible. 4. Service Area: Approximately within '/2 mile of pedestrian barrier-free walking distance to the site from the residential area it serves. A pedestrian barrier is defined as: • Any street presently classified or planned by the United City of Yorkville, Kendall County, or State of Illinois a major arterial street or highway; • Any street with speed limits over 30 miles per hour; • Collector streets with an average daily traffic count exceeding 3500 cars, and stop signs or stop lights further apart than '/z mile; • Railroad tracks; • Natural barriers; • Land use barriers 5. Dimensions: Parks shall have a minimum dimension of 450 feet on all sides. 6. Street Frontage: Street frontage shall be the full length of the park on two of its sides. Said streets shall be local or collector streets within the neighborhood. Additional access ways provided shall be a minimum of forty feet in width. Where a school site is adjacent to a park site the school site can be considered as one of the two required street frontages. Reasons for street frontage include: • Enhanced security and visibility • On-street parking availability • Encourages users to access the park through trail or sidewalk connections • Encourages neighborhood to take ownership and responsibility for their park. 7. Adjoining Developments: Whenever possible, the dedicated parcel shall be combined with dedications from adjoining developments. 3.2. Timing of Dedication and Acceptance 1. The Parks Department encourages, whenever possible, that at the time rough grading and placement of topsoil is completed on the first residential structure of a particular unit development, the park site(s) shall also be completed, ready for grading and/ or sodding. All requirements stated herein for acceptance of the site shall be completed to the satisfaction of the Parks Department. In cases of more than one park site, or linear parkways, the developer shall determine a schedule of completion with the approval of the City. The Parks Department will verify that all requirements have been met and the site is ready for turf. Final acceptance of the site is determinate on the condition of the turf as stated herein these requirements Section 3.9. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 9 2. Boundaries: The developer shall be required to install permanent metal boundary markers at each corner of the park site. Markers shall be of typical federal style aluminum marker 4" in diameter that can be placed on top of a re-bar. 3. The Parks Department has the option to require conveyance of areas designated to be maintained in a natural state prior to commencement of any site work. A separate site- specific plat of conveyance shall be prepared and submitted prior to issuance of any permits. The developer is responsible for securing all areas to be conveyed in a natural state with temporary fencing from the time the areas are platted to conveyance of the remainder of the site. 4. Environmental Assessment: For all lands to be dedicated to the City, the developer shall provide a minimum of a Phase 1 Environmental Assessment, produced by a recognized consultant. This assessment shall check for hidden, or unknown environmental factors including, but not limited to, buriedor contaminated soils and aquifers, underground storage tanks, and dump sites. 3.3. Utilities Unless otherwise authorized by the Parks Department, each park site shall be fully improved with water, sanitary sewer, storm sewer, and electric service. At the time of installation of public improvements in the subdivision or planned unit development, the developer shall install the above-mentioned utilities for the park site in accordance with the city approved engineering plans. If the park site also functions as a storm water control facility, then the drainage structures and erosion protection shall be installed during rough grading. The site shall be free of all private gardens, woodpiles, swing sets, sump pump discharge pipes, and other items that give the impression that a portion of the site is part of the adjacent property. No sump pumps shall discharge directly onto the site. They may be connected to a catch basin on the site if approved by local authorities and the United City of Yorkville. 3.4. Topsoil 3.4.1. General Topsoil shall be spread in all lawn areas to a minimum compacted depth of six (6") inches. Topsoil shall be friable, loamy mixture surface soil. It shall not be extremely acid or alkaline nor contain toxic substances harmful to plant growth. It shall be of uniform color and texture. Topsoil shall be free from large roots, sticks, weeds, brush, subsoil, clay lumps, stones larger than one (1") inch in diameter, and other litter and extraneous matter undesirable to plant growth. 3.4.2. Stockpiling Contractor shall not stockpile any topsoil or other soil materials on the park site without written authorization from the Parks Department. 3.5. Grading/Filling 3.5.1. Slopes All lawn areas shall maintain a minimum slope of 2.0%, or 2 feet in 100 feet, and a maximum slope of 4%, or 4 feet in 100 feet. The developer shall submit grading plans to the Parks Department for approval prior to beginning construction. 3.5.2. Filling / Borrow There shall be absolutely no burying permitted of site debris, construction debris or rubbish, or any other extraneous matter on the park site(s). Areas to receive approved fill shall receive clean fill, June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 10 free of large boulders, concrete, or other debris. The park site may not be used as a borrow pit. 3.5.3. Environmental Precautions /Assessment For all lands to be dedicated to the City, the Developer shall provide a minimum of a Phase 1 Environmental Assessment, produced by a recognized consultant. This assessment shall check for hidden, or unknown environmental factors including, but not limited to, buried or contaminated soils and aquifers, underground storage tanks, and dump sites. At all times during construction, the Developer shall take appropriate precautions and prevent the discharge and / or dumping of hazardous wastes, liquid or solid, from his or other's operations on any sites within the development, including those to be dedicated to the City. Police and local Fire Departments shall be notified of any temporary storage of hazardous materials during construction. 3.6. Detention/Retention Basins - Stormwater Management 3.6.1. General: 1. It is not the practice or desire of the Parks Department to accept retention / detention 7 facilities as part of a neighborhood park. Special consideration may be given for acceptance of detention / retention ponds if they are adjacent to other park areas and meet usability criteria at the discretion of the Board. This may include, but not be limited to, safe access, fishing, incorporated trail systems, overlooks, or natural'habitats. At no time shall the Parks Department accept said basins alone or for stormwater management purposes alone. 2. Should detention or retention ponds be part of the local donation, they shall meet the following requirements. a. Construction shall be in accordance with engineering drawings approved by the City and shall meet all applicable Parks Department standards. b. Changes to the plans including, but not limited to, percent of slope, grading, depth of top soil, location of structures or any other improvements shall not be implemented unless first approved in writing by the Parks Department. c. Comply with state statute regarding distance from ROW's. 3.6.2. Retention Basins (Wet Ponds) 1. Design Standard— Retention ponds shall be designed to facilitate a low degree of maintenance and reduce potential hazards for users and maintenance staff. 2. Shape— Pond configuration shall be natural in appearance featuring varying slopes running down to the shoreline. Shoreline shall undulate at varying degrees around the pond perimeter. Provisions in the plans for configuration of a pond shall allow for access for dredging, grate maintenance, and accommodation of maintenance considerations. The Parks Department and developer shall jointly determine final shoreline configuration. 3. Size—the ponds shall be no smaller than two (2) acres. 4. Depth —These areas are designed to a minimum depth below normal water levels of 6 feet. If fish are to be maintained, 25% of the pond shall be a minimum depth of 12 feet. These areas must have a safety shelf 5' - 10' feet in width at a depth of 2 feet below the normal water elevation. The slope to the bottom of the pond beyond the safety shelf shall be 2:1 and the slope up from the safety shelf to the normal water level shall be a maximum of 3:1. (Subdivision control ordinance 2000-2, dated 3-9-00) June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 11 5. Bank Stabilization — Protection against erosion and water level fluctuations is required. Stabilization shall be provided through one of the following means: a) Complete establishment of perennial ground cover, water tolerant grasses, or natural vegetation to the approval of the City; b) Construction of retaining walls; or c) Use of rip-rap underlain by gravel and filter fabric. The use of rip-rap and retaining walls as a sole means of shoreline protection will not be permitted. 6. Sedimentation — . All storm water inlet points must have calculated desilting basins below the required 6 feet depth. Desilting basin volume shall be 500 ft3/ acre of tributary impervious area. Developer shall provide engineering plans, estimating probable quantities of sediment from the watershed at five-year intervals for a 25 year period. The Developer shall construct sediment basins to handle the aforementioned sediment. A cleaning/dredging plan shall also be included. The City shall approve all engineering and installation. Existing Public Ordinances and annexation agreements shall regulate all additional storm water design considerations and management. 7. Aquatic Plantings—Shoreline areas selected for the planting of aquatic and emerging aquatic vegetation, slope requirements shall be appropriate to ensure healthy growth and development of the specified vegetation type. 8. Shoreline Slopes (Above Water) —An area six feet wide and around the perimeter of the pond shall slope towards the pond at the rate of 2 to 5%. No slope beyond the six-foot strip shall exceed a 5:1 slope (20%). 9. Buffers— In areas where a pedestrian / bicycle trail occurs between the property line and a pond, there shall be a minimum 50' wide buffer between the property line and the high-water level line. The 50' wide buffer will be broken down into a minimum 20' wide area between property line and outside edge of the path, and a minimum 12' wide area between the inside edge of path and the high-water level line. In areas where there are no paths between the property line and a pond, there shall be a minimum 30'wide buffer between the property line and the high-water level line. 10. Aeration— Developers shall incorporate aeration systems into all retention basins that do not incorporate a constant flow of water. The City shall approve all engineering and installation. Developers are encouraged to incorporate aeration in all other retention basins to improve water quality and provide desirable aesthetics. 3.6.3. Detention Basins (Dry Ponds) 1. Requirements for detention basins shall satisfy design criteria as set forth in the Grading Section of these Standards. The major consideration is the dual use of detention and recreation. In order to facilitate review of park areas, the proposed outline of the detention at the one-year, 10-year, and 100-year high water line shall be illustrated on the preliminary plan or the P.U.D. plat. 2. Buffers —The buffers shall be the same as those mentioned under Retention Basins (Ponds) above. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 12 3. Design -These areas are designed with a 2 year low flow underdrain system so that ponding beyond the storage does not occur and that a good stand of grass can be maintained. The pond bottom slope shall be a minimum of 2% except that a 0% slope will be allowed directly over the underdrain pipes. All incoming and outgoing conduits shall have concrete flared end section or poured in place headwall with grates. 2 foot inlets can be placed over the low flow pipe. The maximum water depth below the HWL shall be 4 feet. . June 1, 2003 PARK DEVELOPMENT STANDARDS- Pg. 13 - -----.1-Gil \SFR / 1 20'MINIMUM \ r 1Z MINIMUM ipSi \ Q 50'ix BUFFER(PATH OCCURS) s 30'BUFFER(NO PATH) \ z i--->-:-.3 w Z w 5'WIDE ARES WITH 2-5%SLOPE G- 0 O . . ,, _ ir--- CYc,2 oVARYING SLOPES 1.5%-20%(5:1) a i i i UNDULATING SHORELINE / / POND 2 ACRE MIN. / s3 \ \ - .ter / PATHWAY THE STANDARDS FOR DETENTION PONDS SHALL BE THE SAME AS THOSE FOR RETENTION AREAS,WITH . THE BOTTOM OF THE DETENTION AREAS MAINTAINING A POSITIVE SLOPE OF 2%MINIMUM. RETENTION/DETENTION PONDS N.T.S. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 14 3.6.4. Inlet and grate design 1. All grates for drainage inlets shall be bicycle safe and accessible per the ADA when placed in walkways or drives. 2. All trash covers for storm inlets shall have a maximum opening of 3.5° square to prevent head entrapment. All grates on drain culverts and pipe inlets and outlets shall be bolted in place. 3.7. Greenways/Wetlands/Floodplain areas For areas of natural habitat re-establishment or enhancement, the Developer shall submit complete installation and maintenance plans to the City prior to acceptance of the development plat. 3.8. Conservation and Protected Areas For areas to be dedicated, an environmental study including a topographic map shall be completed by the developer identifying the endangered and protected areas, summary of floristic quality,wetland, and floodplain maps and inventory of wildlife, vegetation, and habitats. Watershed areas shall be identified with recommendations for management. All studies shall be completed prior to the land dedication. Developer shall comply with Wetland Ordinance. 3.9. Turf Grass Developers shall install turf grass in agreement with the Parks Department. This work shall occur after the placement of all topsoil, fine grading, and installation of sidewalks, pathways, and plant material. • All park access points of 100 ft. width or less shall be sodded. Sodding procedures shall be in compliance with all Parks Department regulations regarding sodding and watering practices. The seed shall be a premixed Bluegrass / Ryegrass mixture approved by the Parks Department. The mixture shall be by weight a 70% mixture of 3 Kentucky Bluegrasses (equal percentages) and a 30% mixture of 3 perennial Ryegrasses (equal percentages). The mixture shall be sown at the rate of 220 lbs. per acre. All seed shall be certified 98% purity and 80% germination. Prior to seeding, all lawn areas shall be fertilized with an approved starter fertilizer at an approved rate. The fertilizer shall be cultivated into the top three inches of the topsoil. The seeding season in the spring shall be April 1 to May 15. The fall season shall be August 15 — October 1. The developer shall reseed all areas that do not germinate and repair all eroded areas and reseed them until 90% germination has taken place. All other aspects of maintenance will be done by the Parks Department 3.9.1. Mulching The seeded areas shall be mulched as follows: 1. Seeding areas designated to receive erosion control blanket shall be covered with biodegradable seed blanket as specified. All seeded areas of slopes steeper than 4:1, the bottom of swales and around drainage structures, should be mulched with erosion control blanket the same day as seeded. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 15 a. The blanket shall be laid out flat, evenly and smoothly, without stretching the material. The blankets shall be placed to that the netting is on the top and the fibers are in contact with the soil. b. For placement in ditches, the blankets shall be applied in the direction of the flow of the water and butted snugly against each other. The blankets shall be stapled in place, using 4 staples across the upstream end at the start of each roll and placing staples on 4 foot centers along each side. A common row of staples shall be used along seams of adjoining blankets. All seams shall overlay at least 2 inches. c. On slopes, the blankets shall be applied either horizontally or vertically to the contour and stapled in place similar to ditch applications except that the staple space interval shall be 6 feet. 2. Seeding areas incorporating an annual temporary mix do not require mulching. 3. Turfgrass seeding areas shall be mulched=in accordance with the `Standard Specifications'. Contractor is responsible for obtaining all water for the work. 4. All seeded areas less than 4:1 slope should be mulched within twenty-four (24) hours of seeding using straw with tackifier or hydraulic mulch. Straw— Rate: 2 tons (4000 lbs.) per acre Mulch binder for straw—40 lbs. per acre Hydraulic mulch —2000 lbs. mulch : minimum 2000 gal. water per acre 3.10. Existing Vegetation, new plantings, and landscaping 3.10.1. Existing Vegetation Existing vegetation including, but not limited to, trees, shrubs, grasses, and wildflowers shall be protected during the construction process if determined by the Parks Department to be preserved. Development plans shall include methods of protecting such vegetation during the developer's construction process. 3.10.2. New Landscape Material - Planting Standards 3.10.2.1. Minimum Size/Quality — All landscape material shall meet the standards of the American Nurseryman's Association. Trees planted in parks shall be a minimum size of. SHADE 2.5 inch caliper BB INTERMEDIATE 1.5 inch caliper BB EVERGREEN 6 foot high BB All landscape material shall be subject to Parks Department inspection at the source of origin. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 16 3.10.2.2. Planting Season Regardless of calendar date, trees must.be dormant at the time they arrive at the site of.the work or storage site. If trees are dug in-season, they must be properly watered and sheltered until the time of planting. Spring Planting: This work shall be performed from the time the soil can be worked until the plan, under field conditions, is not dormant except that Evergreen planting shall terminate on June 1. Fall Planting: This work shall be performed from the time the plant becomes dormant until the ground cannot be satisfactorily worked except that evergreen planting shall be performed between September 1 and November 1. 3.10.2.3. Excavation of Plant Holes The sides of all plant holes shall be angled at approximately 45 degrees. All plant holes shall be dug in such a manner that the inside surfaces of the hole shall be in a loose friable condition prior to planting. Glazed or compacted sides will not be permitted. The equipment used to dig the plant holes must be approved by the Parks Department. Plant holes shall be twice the diameter of the root ball. The root ball shall set on compacted, undisturbed earth. On slopes, the depth of excavation will be measured at the center of the hole. 3.10.2.4. Planting Procedures Backfill may be excavated topsoil. The backfill shall, at the time of planting, be in a loose, friable condition. All plants shall be placed in a plumb position and set at the same depth as they grew in the nursery field. Backfill shall be placed around the root system. Tamping or watering shall accompany the backfilling operation to eliminate air pockets. Set the base of the tree trunk two inches above the surrounding soil. A thorough watering of trees, with a method approved by the Parks Department shall follow the backfilling operation. This watering shall completely saturate the backfill and be performed during the same day of planting. After the ground settles, as a result of the watering, additional backfill shall be placed to match the level of the finished grade. Approved watering equipment shall be at the site of the work and in operational condition prior to starting the planting operation. Balled and Burlapped / Basketed Plants: After the plant is placed in the hole, all cords and burlap, or the complete basket, shall be cut away from the top one half of the balls. A circular water saucer shall be constructed around each individual plant to the satisfaction of the Parks Department. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 17 June 1, 2003 PARK DEVELOPMENT STANDARDS -Pg. 18 { 1 I 1 1 .) June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 19 3.10.2.5. Mulching 1 Wrapping Immediately after watering, plants shall be mulched. A layer of wood chips shall be used to cover the circular water saucer to a depth of four (4) inches when settled. All mulching shall be kept in a minimum of 6" from the trunk of all trees and shrubs. Immediately after planting, trunks of all deciduous trees shall be wrapped spirally from the ground to the lowest major branch (after pruning) overlapping the wrap at least one third (1/3) of its width. Trees shall not remain wrapped during the summer months. 3.10.2.6. Pruning Procedures Qualified personnel, experienced in horticultural-pfactices and operations, shall perform all pruning. The method and location of pruning and the percentage of growth to be removed shall meet the approval of the Parks Department. All pruning shall be done with sharp tools in accordance with the best horticultural practices. The ends of all broken and damaged roots of /d inch or larger shall be pruned with a clean cut, removing only the injured portion. All broken branches, stubs, and improper cuts of former pruning shall be removed. Pruning shall consist of thinning the twigs or branches as dictated by the habit of growth and the various types of the trees to be pruned, and as directed by the Parks Department. The leader and terminal buds shall not be cut unless directed by the owner. _ Evergreens: Evergreens shall not be pruned except to remove broken branches. 3.11. Pathways and Trails on Public Property Where pathways are required, they shall be constructed of concrete, bituminous asphalt, or limestone screenings to the satisfaction of the Parks Department. The concrete pathways shall consist of a 5" thick layer of concrete resting upon a 2" thick (min.) aggregate base course. The bituminous asphalt pathways shall consist of a minimum 8" thick aggregate base course, and 2" thick bituminous surface course. The limestone screenings pathways shall consist of a minimum 6" thick aggregate base course and a 2" thick limestone screenings surface course. Other requirements and improvements may be-required based on the location and needs of the site. The minimum widths of pathways shall be as follows: o Pedestrian 5' (concrete) "6' (bituminous asphalt or limestone screenings) o Normal Traffic Pedestrian and Bicycle 8' (bituminous asphalt or limestone screenings) o High Traffic Pedestrian and Bicycle 10' (bituminous asphalt) The 8' and 10' pathways shall have minimum radii on turns and curves that will support a pickup truck without leaving the pavement. All trails expected to receive federal funding must be designed to AASHTO standards. The 8' wide and 10' wide paved pathways shall have 12"wide aggregate shoulders. A minimum of 2 feet wide level graded shoulder with grass is required on each side for clearance. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 20 To meet accessibility standards, pathways may not have longitudinal slopes greater than 5% or cross slopes greater than 2% unless there is a secondary access route that provides access to the area or facility. A grade of 5% should not be longer than 800 feet. 5-CONCRETE PAVING 2 AGGREGATE BASE COURSE(MIN.) WELL COMPACTED SUBSOIL FREE OF TOPSOIL /\ N1. Mr1._ N�NJi��N�jlsiNMANJ1Nv11� \,1\/\/\/ /\j/ / CONCRETE \ REQUIRED AGGREGATE SHOULDER 2 CLASS I BITUMINOUS SURFACE COURSE E'AGGREGATE BASE COURSE WEEL1 COMPACTED SUBSOIL FREE OF TOPSOIL VARIE 5 OZ.GEOTEXTILE FABRIC // ...M."...sitrierintrile-glner-AMItnilnieggli /\SOSSerp-VVAKIFILLASSMOSSOStiniAlMie,":10411:411M-tat BITUMINOUS ASPHALT I _ 2'LIMESTONE SCREENINGS 6'AGGREGATE BASE COURSE WELL COMPACTED SUBSOIL FREE OF TOPSOIL FrefflarirrriE MM !Si/tri eN.. � �1Niv�//fN1/�JfR�06111,tI9 \/ \/ / LIMESTONE SCREENING SIDEWALK / TRAIL SECTIONS -CD N.T.S. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 21 3.12. Playgrounds/Park Improvements 1. Should the Developer desire to install a playground or other park improvements on behalf of the City with the City's approval, the City shall approve all plans and construction methods to be used, including, but not limited to, equipment, materials, grading, and drainage. 2. Playgrounds shall be designed with accessible curbing, concrete retaining curb, and surfacing as shown on the following detail. --#4 REINF.BARS W/SLIP DOWELS AT .PAN.JT. 5'THICK CONCRE I t 2'THICK COMPACTED GRANULAR BASE(MIN.) 1Z"LAYER OF ENGINEERED WOOD FIBERS WELL COMPACTED SUBSOIL FREE OF TOPSOIL 4'LAYER OF ROUNDED WASHED GRAVEL CONTROL JOINT FILTER FABRIC 2"R • OISPAPSOPAISM s� /\ dearad na-.��_.-c.�:�.v tvci ice. .-- awsS. MVP \\j91111 4'PERFERATED DRAIN TILE TRANSITION EDGE RETAINING CURB �0PLAYGROUND DETAILS N.T.S. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 22 3.13. Maintenance Standards (By Developer) The developer shall maintain the park site until all improvements and requirements specified in this document are completed, turf is fully established, and the United City of Yorkville formally accepts the site. Maintenance of the park site shall include the following until the conveyance process is fully complete. 3.13.1. Escrows (Under Legal Consideration) The Parks Department, in no circumstance, shall be responsible for the maintenance and repair of storm drainage structures, pipe, other appurtenances, or shoreline degradation. These responsibilities shall be ieft to the developer, or homeowners association. See the following suggested language: 1. In order to assist the future Homeowner's Association with maintaining the on-stream storm water detention system, the Developer shall establish and fund a cash reserve for said work in the amount of$ prior to conveying said system to the Association and/or Parks Department. 2. Owners and Developers agree to the Municipality enacting a dormant Special Service Area (SSA) to act as a back up in the event that the Homeowner's Association fails to maintain the private common areas, private detention ponds, perimeter landscaping features, and entrance signage within the Subject Property. 3. In other cases, the Developer shall escrow an amount equal to one year of projected maintenance costs. This amount shall be agreed upon by the City. Escrows shall automatically renew each year until the park site(s) are accepted by the City. 3.13.2. General 1. All rubbish and debris including, but not limited to, old tires, construction material, fencing, tree houses, trash, and other material not desired by the Parks Department, shall be removed from the site prior to conveyance. 2. Until such time as the United City of Yorkville has accepted the park site, the City shall not be held liable for any damages that may occur on such a park site, and shall be held free and harmless from any and all claims that may be submitted. Upon formal acceptance of the park site improvements by the Parks Department, the Parks Department will assume maintenance of the park site. 3. All storm water structures shall include proper grates and covers to protect the public and shall be maintained free of debris to ensure unrestricted flow of storm water runoff. 3.13.3. Turf 1. Turf shall be mowed at regular intervals and shall not exceed 4.5 inches in height. 2. Areas of erosion, including but not limited to swales, slopes and around storm structures shall be repaired/restored in accordance with grading and seeding requirements. All areas within 10 feet of on-site structures shall be sodded rather than seeded for erosion control purposes. Full establishment of turf is required before acceptance. 3. In cases where existing trees and shrubbery are present on the site, deadwood and undesirable trees or thinning of dense growth shall be removed prior to conveyance. This may include branches or entire trees and shrubs. All stumps shall be ground to 12 inches below grade, backfilled and restored in accordance with grading and seeding requirements. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 23 4. Fully established turf is defined as ninety percent (90%) free of weeds and bare spots, vigorously growing, and containing a well established root system with multiple blades per plant. 3.13.4. Plantings 1. Maintenance shall begin immediately after the planting is completed and shall continue until final inspection and acceptance..Maintenance of new plantings shall consist of weeding, watering, mulching, spraying, resetting plants to proper grades or upright position, repair of water saucers or other work that is necessary to maintain the health and satisfactory appearance of the plantings. 2. Watering: Additional watering, up to 50 gallons per tree, shall be performed at least once within every thirty (30) days during the months of May through October. The schedule for watering within the thirty (30) day increment will be determined by the Parks Department. Should excessive moisture conditions prevail, the owner may delete any or all of the additional watering cycles or any part of said cycles. The contractor shall not be relieved in any way from the responsibility for unsatisfactory plants due to the amount of supplemental watering. 3. Weeding: Weeds and grass growth shall be removed from within the earthen saucer of individual trees and from the area within the periphery of the mulched plant beds. this weeding shall be performed at least once during the months of May through October. The Parks Department will determine the weeding schedule. The contractor shall not be relieved in any way from the responsibility for unsatisfactory plants due to the extent of weeding. 4. The contractor shall guarantee all plant material for a period of one (1)-year from the date the plants are accepted by the Park Board. 5. All plant material, which dies within thirty (30) days after being planted, shall be replaced immediately and be considered as part of the original planting and subject to the guarantee period of one (1) year. Should the plant not be installed until a later date, the guarantee period shall take effect from the date of planting. 3.13.5. Mesic and Wet mesic areas After the initial mesic/wet-mesic seeding work is completed and all initial work has been completed satisfactorily according to the specifications, the following establishment and maintenance work shall be performed by the Contractor for a period of (3) years as outlined below: Maintenance, including watering, mowing, herbicide application and burning will be required to assist the mesic/wet-mesic vegetation in growth and reduce the competition of weeds until all mesic/wet-mesic seeding has established and matured and been accepted by the owner. a. First Year 1. Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed because of overspray and the drifting down of herbicide killing the mesic/wet- mesic species below the weeds.) June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 24 b. When the mesic/wet-mesic vegetation reaches the height of twelve (12") inches, the Contractor shall mow it to a height of six (6") inches. No more than two mowings per season is necessary. (Mowing the site helps to control weeds and allows mesic/wet-mesic plants to compete. 2. Species Enrichment a. Overseed thin, bare, or weedy areas with the appropriate seed mix per seeding dates as specified. b. Plant herbaceous plugs for greater impact(optional). b. Second Year 1. Controlled Burn a. Prepare and obtain a controlled burn permit from the TEPA in January. b. Conduct controlled burn in early spring. (Burning is necessary to reduce the non-native weeds while promoting the desired mesic/wet-mesic species.) Weather conditions may necessitate schedule changes. Such changes shall require owner approval. c. Review site and mow areas that did not burn. 2. Species Enrichment a. Overseed thin, bare, or weedy areas per seeding dates as specified. b. Plant herbaceous plugs for greater impact(optional). 3. Weed Control Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed.) a. When the mesic/wet-mesic vegetation reaches the height of twenty-four (24") inches, the Contractor shall mow it to a height of twelve (12") inches. Only one mowing per year is necessary. e. Third Year 1. Controlled Burn a. Prepare and obtain a controlled burn permit from the TEPA in January. b. Conduct controlled burn in early spring. Weather conditions may necessitate schedule changes. Such changes shall require owner approval. c. Review site and mow areas that did not burn. 2. Species Enrichment a. Overseed thin, bare or weedy areas per seeding dates as specified. b. Plant herbaceous plugs for greater impact(optional). 3. Weed Control a. Review the site and treat all noxious weeds with a herbicide by a "wicking application" and hand weeding as appropriate once per month from May through September. (Herbicide by spray application will not be allowed.) b. When the mesic/wet-mesic vegetation reaches the height of twenty-four (24") inches, the Contractor shall mow it to a height of twelve (12") inches. Only one mowing per year is necessary. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 25 3.13.5. Playground and Site Improvements Until acceptance by the Park Board, the Developer shall maintain any park improvements in a safe and clean condition, including inspections for dangerous objects, vandalism, and wear and tear. June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 26 APPENDICES Yorkville Land Donation Ordinance 7 1 I j l j June 1, 2003 PARK DEVELOPMENT STANDARDS - Pg. 27 UNITED CITY OF YORKVILLE To: Tony Graff, City Administra r U2c.,7\7— From: Joe Wywrot, City Engineer Subject: Proposed Wetland Protection . rdinance Date: March 24, 2004 Attached find the revised wetland ordinance and a letter from Becca Cerf explaining the changes discussed at the February 17th meeting with Dan Kramer. This ordinance has already been to the Public Works Committee several times. I recommend that we place it on the Committee of the Whole agenda of April 6, 2004, then to City Council for a public hearing and adoption. If you have any questions regarding this matter, please see me. /:rri::2;(:44). IP) ye_frrws,5pcor'rr'!"44.4"---- (44-fix--2" v7 7-Ci Cc: Liz D'Anna, Deputy City Clerk pi-,,,, ,,,,,.. CONSERVATION DESIGN FORUM Landscape Architecture•Community Planning•Ecological Restoration• Water Resource and Ecological Engineering 375 West First Street Elmhurst, Illinois 60126 630.559.2000 phone 630.559.2030 fax www.cdfinc.com TRANSMITTAL DATE: MARCH 22, 2004 To: TONY GRAFF— UNITED CITY OF YORKVILLE FROM: BECCA CERF AND TOM PRICE RE: REVISED WETLAND PROTECTION ORDINANCE FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS CC: JOE WYWROT— UNITED CITY OF YORKVILLE DAN KRAMER—ATTORNEY FOR UNITED CITY OF YORKVILLE REF. #: 02059.04-2004-03-22-YORKVILLE WETLAND PROTECTION ORDINANCE MESSAGE: Enclosed is the revised Wetland Ordinance for your review and comment. The revised ordinance reflects the following changes, deletions, and clarifications based on the February 17,2004 meeting: • Addition of water quality and stormwater management within the ordinance title. • Addition of City Council approval for fee-in-lieu of language in the ordinance. • Revisions to Article 8,which deals with Variances and Appeals. In addition, I made the following changes: • Section 3.1.3 Stormwater Management within Isolated Waters of Yorkville, I required buffer and a 3-year management and monitoring plan for naturalized basins that impact degraded/farmed wetlands. Since we have been recommending a native buffer in conjunction with naturalized stormwater basins as well as a 3-year management and monitoring plan for such basins, I added language that is consistent with previous recommendations for Windett Ridge, Fox Highlands, and Grande Reserve development projects. The language within the ordinance requires native buffer up to the High Water Level (HWL),which typically will provide a 20-foot buffer(assumption of 5:1 slope). This is less than the 50-foot buffer that is required under the ordinance for non-linear wetlands. Please advise if you feel that the naturalized basin buffer needs to exceed 20 feet. • Mitigation hierarchy was added as Section 4.2.2. Most of the language was already part of the ordinance, I reorganized it, hopefully for better clarification. M:\My Documents\Miscellaneous\Ordinances\Wetland Ordinance\2004 03 22WetlandOrdinanceTransmittal\2004_03_22WetlandOrdinanceTransmittal.doc MEMORANDUM 02059.04-2004-03-22-Yorkville PAGE 2 OF 2 • Section 4.8 Wetland Permit Conditions is now Section 3.2.6 under permit provisions • Section 4.2.11 (long-term management plan) is now under Section 4.3 Wetland Mitigation Plan. I have also included the revised checklists (based on some language changes in the ordinance), the permit application and flow chart. I look forward to hearing your comments on the revised wetland ordinance and appendices. As always, should you have any questions, please do not hesitate to call. CONSERVATION DESIGN FORUM UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE FOR WATER QUALITY AND STORMWATER MANAGEMENT BENEFITS THE UNITED CITY OF YORKVILLE Ordinance No. Date Adopted TABLE OF CONTENTS Page No. Article 1 AUTHORITY AND PURPOSE Section 1 .1 Statutory Authority 1 Section 1 .2 Findings 1 Section 1 .3 Objectives 1 Article 2 DEFINITIONS Section 2.1 Definition of Terms 3 Article 3 WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS Section 3.1 General Standards 9 Section 3.1.1 Buffer Requirements 9 Section 3.1.2 Wetland Hydrology Protection 11 Section 3. .3 Stormwater Management within Isolated Waters of Yorkville 11 Section 3.1.4 Discharge to Isolated Waters of Yorkville or Waters of the U.S 12 Section 3. .5 Protection of Isolated Waters of Yorkville During Development12 Section 3. .6 Maintenance of Stormwater Management Facilities 12 Section 3.2 Wetland Permit Provisions 12 Section 3.2.1 Applicability 12 Section 3.2.2 Wetland Determination Requirement 13 Section 3.2.3 Pre-Submittal Meeting 13 Section 3.2.4 Wetland Permit Submittal Requirements 13 Section 3.2.5 Requirements for Wetland Delineation 15 Section 3.2.6 Wetland Permit Conditions 16 Article 4 WETLAND IMPACTS AND MITIGATION REQUIREMENTS Section 4.1 Unmitigable Wetland Impacts 18 Section 4.2 Wetland Mitigation Requirements 18 Section 4.2.1 General Mitigation Requirements 18 Section 4.2.2 Mitigation Hierarchy 19 Section 4.3 Wetland Mitigation Plan 20 Section 4.4 Wetland Mitigation Monitoring Protocol 21 Section 4.5 Wetland Mitigation Performance Standards 22 Section 4.6 Post Construction Submittal Requirements 24 Section 4.7 Mitigation Requirements for Non-performing Wetlands 25 Article 5 LONG-TERM MAINTENANCE PROVISIONS Section 5.1 Long-term Maintenance 27 Section 5.2 Transfer to City or Other Public Entity 27 Section 5.3 Transfer to Homeowner's or Similar Association 27 Section 5.4 Conveyance to a Person or Entity Specializing in Conservation 28 Section 5.5 Incorporation of Maintenance Obligations in Wetland Permit 28 Article 6 FEES, ENFORCEMENT AND PENALITIES Section 6.1 Fees 30 Section 6.2 Enforcement 30 Section 6.3 Penalties and Legal Actions 30 Article 7 GENERAL PROVISIONS Section 7.1 Scope of Regulation 32 Section 7.2 Exemptions 32 Section 7.3 Severability 32 Section 7.4 Abrogation and Greater Restrictions 32 Section 7.5 Effective Date 32 Article 8 VARIANCES AND APPEALS Section 8.1 Variances 33 Section 8.2 Variance Conditions 34 Section 8.3 Appeals 34 Article 9 ADMINISTRATION Section 9.1 Responsibility for Administration 35 Section 9.2 Representative Capacity 35 Section 9.3 Service of Notice 35 Article 10 PERFORMANCE SECURITY Section 10.1 General Security Requirements 36 Section 10.2 Wetland Mitigation Performance Security 36 Section 10.3 Letters of Credit 37 Article 11 FEE-IN-LIEU OF WETLAND MITIGATION Section 11 .1 Fee-in-lieu of Wetland Mitigation 38 Section 11 .2 Procedures and Use of Funds 38 APPENDIX A WETLAND PERMIT APPLICATION AND PERMIT SUBMITTAL FLOWCHART APPENDIX B WETLAND PERMIT SUBMITTAL CHECKLIST APPENDIX C WETLAND MITIGATION PLAN CHECKLIST Article 1 Authority and Purpose UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE AUTHORITY AND PURPOSE FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 1.1 Statutory Authority This Ordinance is enacted pursuant to the police powers granted to this City by Illinois Revised Statutes, Chapter 24. Section 1.2 Findings The United City of Yorkville finds that Isolated Waters of Yorkville and Waters of the U.S. for the Blackberry Creek, Rob Roy, Aux Sable, and Fox River watersheds including the creeks and river, and all their tributaries, are indispensable and fragile resources that provide many public benefits including maintenance of surface and groundwater quality through nutrient cycling and sediment trapping as well as flood and storm water runoff control through temporary water storage, slow release, and groundwater recharge. In addition, Isolated Waters of Yorkville provide open space; passive outdoor recreation opportunities; fish and wildlife habitat for many forms of wildlife including migratory waterfowl, and rare, threatened or endangered wildlife and plant species; and pollution treatment via biological and chemical oxidation processes. Preservation of the remaining Isolated Waters of Yorkville and Waters of the U.S. in a natural condition shall be and is necessary to maintain hydrological, economic, recreational, and aesthetic natural resource values for existing and future residents of the United City of Yorkville, and therefore the City Council declares a policy of no net loss of Isolated Waters of Yorkville and Waters of the U.S. Furthermore the City Council declares a long-term goal of net gain of Isolated Waters of Yorkville and Waters of the U.S. to be accomplished through mitigation requirements of this Ordinance. Section 1.3 Objectives The principal objective of this Ordinance is the protection, preservation, replacement, proper maintenance, restoration, and use in accordance with the character, adaptability, and stability of the Isolated Waters of Yorkville in order to prevent their pollution or contamination; minimize their disturbance, and prevent damage from erosion, siltation, and flooding. Other objectives of this ordinance include: • Preserve and enhance the natural hydrologic and hydraulic functions and natural characteristics of watercourses and wetlands to protect water quality, aquatic habitats, provide recreational and aesthetic benefits, and enhance community and economic development. • Maintain and enhance the special aquatic resources of the City. • Protect environmentally sensitive areas from deterioration or destruction by private and public actions. • Protect and improve surface water quality and promote best management practices of surface water runoff prior to entering lakes, ponds, wetlands, streams, and rivers. • Require planning for development to carry out water resource management including the protection of natural areas such as remnant woodland and prairie habitats, wetlands, waterways, steep topography, and highly erodible soils, in order Article 1 1 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE AUTHORITY AND PURPOSE FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS to reduce potential impacts, or creation of unstable conditions that may promote erosion and degradation of ground and surface water quality. • Coordination of and support for the enforcement of applicable federal, state, and county statutes, ordinances, and regulations pertaining to Waters of the U.S., floodplain regulations, and soil erosion and sediment control. • Establishment of standards and procedures for the review and regulation of the use of Isolated Waters of Yorkville. • A procedure for appealing decisions. • Establishment of enforcement procedures and penalties for the violation of this Ordinance. Article 1 2 Article 2 Definitions UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE DEFINITIONS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 2.1 Definition of Terms Terms not specifically defined shall have the meaning customarily assigned to them. Administrator is the person designated by the United City of Yorkville to administer and enforce this ordinance. Agricultural land is land predominantly used for agricultural purposes. Applicant is any person, firm, or governmental agency who submits an application for a permit under this Ordinance and shall be responsible for meeting and complying with all conditions and standards of this Ordinance. BMP or best management practices is a measure used to control the adverse stormwater related effects of development, and includes structural devices (e.g., swales, filter strips, infiltration trenches, level spreaders, and site runoff storage basins designed to remove pollutants), reduce runoff rates and volumes, and protect aquatic habitats. In addition, nonstructural approaches used to prevent contamination of runoff include planning and design practices that reduce impervious areas, provide comprehensive site planning, and implement buffer zones, setback requirements, easements, and critical areas. Other nonstructural approaches include public education and maintenance programs. Buffer is an area of predominantly vegetated land adjacent to Isolated Waters of Yorkville and Waters of the U.S. that are to be left undeveloped for the purpose of providing stabilization, reduction of contaminants, and eliminate or minimize impacts to such areas. For all new development, buffer areas shall consist of deep-rooted native vegetation unless otherwise approved by the Administrator. Category I wetland impact means wetland impacts to Isolated Waters of Yorkville that are less than or equal to one (1) acre and does not impact high quality aquatic resources. Category II wetland impact means wetland impacts to Isolated Waters of Yorkville that are greater than one (1) acre and does not impact high quality aquatic resources. Category III wetland impact means wetland impacts to roadside drainage ditches or manmade stormwater management facilities that meet the definition of Isolated Waters of Yorkville. Category IV wetland impact means wetland impacts for the restoration, creation, and enhancement of Isolated Waters of Yorkville provided that there are net gains in aquatic resource function. Category V wetland impact means wetland impacts to high quality aquatic resources as defined in this Ordinance. Category VI wetland impact means wetland impacts to farmed wetland. Channel is any river, stream, creek, brook, branch, natural or artificial depression, ponded area, flowage, slough, ditch, conduit, culvert, gully, ravine, wash, or natural or manmade drainageway that has a definite bed and bank or shoreline, in or into which surface, groundwater, effluent, or industrial discharges flow either perennially or intermittently. Article 2 3 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE DEFINITIONS FOR WATER QUALITY&STORM WATER MANAGEMENT BENEFITS Channel modification is alteration of a channel by changing the physical dimensions or materials of its bed or banks, and includes damming, riprapping (or other armoring), widening, deepening, straightening, relocating, lining, and significant removal of bottom or woody rooted vegetation, but does not include the clearing of debris or removal of trash or dredging to previously documented thalweg elevations and sideslopes. City is the United City of Yorkville. Developer is a person, firm, or institution who creates or causes a development. The developer of any said development that is under the requirements of this Ordinance shall be responsible for meeting and complying with all conditions and standards of this Ordinance. Development is any manmade change to the land and includes- A. the construction, reconstruction, repair, or replacement of a building or any addition to a building; B. the installation of utilities, construction of roads, bridges or similar projects; C. the construction or erection of levees, walls, fences, dams, or culverts; D. drilling or mining activities; E. the clearing of land as an adjunct of construction; F. channel modifications, filling, dredging, grading, excavating, paving, or other nonagricultural alterations of the ground surface; G. any direct or indirect wetland impacts including the removal of vegetation to the extent such that the wetland would no longer meet the criteria of supporting a dominance of hydrophytic vegetation as defined in the 1987 Wetlands Delineation Manual except that which would be considered appropriate for management purposes; H. any other activity of man that might change the direction, height, or velocity of flood or surface water, including the extensive removal of vegetation; I. the storage of materials and the deposit of solid or liquid waste; and J. the installation of a manufactured home on a site, the preparation of a site for a manufactured home, or the installation of a recreational vehicle on a site for more than 180 days. Development does not include maintenance of existing buildings and facilities such as resurfacing of roadways when the road elevation is not significantly increased or gardening, plowing, and similar agriculture practices that do not involve filling, grading, or construction of levees. Nor does development include agricultural uses, maintenance of existing drainage systems for the limited purpose of maintaining cultivated areas and crop production or for any agricultural uses or improvements undertaken pursuant to a written NRCS conservation plan. Article 2 4 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE DEFINITIONS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Ecological restoration is the re-establishment of a natural area or plant community via associated management practices such as prescribed burns, weed control, selective clearing, reintroduction of native plant species, etc. Ephemeral stream is a stream whose bed elevation does not intersect with the groundwater table and carries flow only during and immediately after a runoff producing rainfall event. Erosion is the process whereby soil is removed by flowing water,wave action, or wind. Farmed wetland means wetlands that are identified by the NRCS in a Certified Wetland Determination as currently farmed, or have been farmed within 5 years previous to the permit application date, as defined in 7 CFR Part 12 (61 FR 47025). Fen is a wetland community that occurs in areas where glacial formations are such that carbonate-rich ground water discharges at a constant rate along the slopes of kames, eskers, moraines, river bluffs, dunes, or in flats associated with these formations. Floristic inventory is a record of all existing vegetation within a defined project area. This includes all woody (trees and shrubs) as well as herbaceous plants, i.e., wildflowers and grasses. Floristic Quality Assessment (FQA) refers to a method of assessing landscapes based upon the existing vegetation. A useful method for determining the floristic quality of an area is through an analysis of the conservatism and diversity of species appearing in a plant inventory. Refer to floristic quality index and Mean C for further definition of terms. Floristic Quality Index (FQI) is a statistic derived by multiplying Mean C by the square root of the number of species inventoried. This parameter is correlated to the diversity and conservatism of native plant species present within a plant community as defined in Plants of the Chicago Region, 4th Ed. (Swink and Wilhelm, 1994). Forested wetland is an area dominated by wetland plants that have a predominance of woody vegetation and a population of at least one of the following native trees or shrubs: Buttonbush, Pagoda Dogwood, Blue-fruited Dogwood, Black Ash, Butternut, or Swamp White Oak. This may include other conservative, native woody plants that may be found in wetland habitats, but not included in this list. Functional assessment is an assessment of a wetland's flood storage, water quality, wildlife habitat, and other beneficial functions. Groundwater is that water that is located within soil or rock below the surface of the earth. High Quality Aquatic Resources (HQAR) means aquatic areas considered to be regionally critical due to their uniqueness, scarcity, and/or value, and other wetlands considered to perform functions important to the public interest, as defined in 33 CFR Part 320.4(b) (2). These resources include ephemeral pools, fens, forested wetlands, sedge meadows, seeps, streams rated Class A or B in the Illinois Biological Stream Characterization study, streamside marshes, wet prairies, wetlands that support Federal or Illinois endangered or threatened species, and wetlands with a native floristic quality index of 25 or greater and a native Mean C value of 3.2 or greater. Article 2 5 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE DEFINITIONS FOR WATER QUALITY& STORM WATER MANAGEMENT BENEFITS Hydrology is the science of the behavior of water that includes its dynamics, composition, and distribution in the atmosphere, on the surface of the earth, and underground. Hydrologically disturbed is an area where the land surface has been cleared, grubbed, compacted, or otherwise modified to alter stormwater runoff, volumes, rates, flow direction, or inundation duration. Index of Biotic Integrity (IBI) is a biological stream characterization rating system that assesses the quality of a stream from the sum of 12 metrics based on fish population composition, quality, and abundance. The IBI value can range from 12 to 60 (low to high rating). Isolated Waters of Yorkville means all wetlands; waterbodies such as ponds, lakes, streams, - including ephemeral and intermittent streams, and roadside ditches (that meet the criteria of wetland habitat as defined in the USACE 1987 Wetlands Delineation Manual and with a drainage area greater than 20-acres); farmed wetlands; and detention basins (that meet the criteria of wetland habitat); and are not under U.S. Army Corps of Engineers jurisdiction and are located within the limits of the United City of Yorkville or with any area under consideration for annexation into the United City of Yorkville. A. The limits of Isolated Waters of Yorkville extend to the ordinary high water mark or the delineated wetland boundary. B. Compensatory wetland mitigation created to meet the requirements of this Ordinance or Section 404 of the Clean Water Act is not excluded. Intermittent stream is a stream whose bed intersects the groundwater table for only a portion of the year on average or any stream that flows continuously for at least one month out of the year, but not the entire year. Lake is a body of water two or more acres in size that retains water throughout the year. Linear Waters of the U.S. means wetlands along creeks, streams, rivers, ponds, lakes, or impoundments that are hydraulically connected to jurisdictional Waters of the U.S. Mean C is the average coefficient of conservatism for a site. The concept of "conservatism" refers to the fundamental character of native plant species to display varying degrees of tolerance to disturbance, as well as varying degrees of fidelity to specific habitat integrity. As a result, each native species can be assigned a coefficient of conservatism (C value) ranging from 0 to 10, "weedy to conservative," reflecting its disposition within a defined geographic region. Mitigation is the measures that are taken to eliminate or minimize negative direct or indirect impacts caused from development activities, such as impact to Isolated Waters of Yorkville, by replacement of the resource. Native Mean Wetness is the wetness value (W) designated to each species. This value defines the estimated probability of each species occurring in a wetland. Plants are designated as Obligate Wetland (OBL=-5), Facultative Wetland (FACW=-3), Facultative (FAC=0),Facultative Upland (FACU=3), and Obligate Upland (UPL=5). Article 2 6 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE DEFINITIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS Natural area is a landscape with a sufficient level of intact habitat structure and plant species composition to resemble a pre-settlement landscape, e.g., prairie, oak savanna, and other landscapes native to Kendall County. NRCS is the United States Department of Agriculture, Natural Resources Conservation Service. Pond is a body of water less than two acres in size that retains a normal water level year- round. Qualified professional is a person trained in one or more of the disciplines of biology, geology, soil science, engineering, or hydrology whose training and experience ensure a competent analysis and assessment of stream, lake, pond, and wetland conditions and impacts. Relative Importance Value (RIV). The RIV for each species is calculated by summing relative frequency and relative cover and dividing by 2. The RIV is calculated from data collected during the transect inventory. Roadside ditches are drainage ditches created for the purpose of providing roadway drainage. Runoff is the water derived from melting snow or rain falling within a tributary drainage basin that exceeds the infiltration capacity of the soils for that basin. Seep is a wetland, herbaceous or wooded, with saturated soil or inundation resulting from the diffuse flow of groundwater to the surface stratum. Site is all of the land contemplated to be part of a coordinated development of one or more parcels. USACE is the United States Army Corps of Engineers. Valid wetland delineation means an on-site wetland delineation that is conducted in accordance with the 1987 U.S. Army Corps of Engineers Wetlands Delineation Manual within three years of the initial permit application date. Watershed is the land area above a given point that contributes stormwater to that point. Waters of the U.S. is a term that refers to those water bodies and wetland areas that are under the U.S. Army Corps of Engineers jurisdiction. Wetland is land that is inundated or saturated by surface or ground water at a frequency and duration sufficient to support, under normal conditions, a prevalence of vegetation adapted for life in saturated soil conditions (known as hydrophytic vegetation). A wetland is identified based upon the three attributes: 1) hydrology, 2) soils, and 3) vegetation as mandated by the 1987 Federal wetland determination methodology (Wetlands Delineation Manual). Wetland impact is the direct or indirect loss of Isolated Waters of Yorkville that results from implementation of a proposed activity. This includes Isolated Waters of Yorkville that are adversely affected by flooding, excavation, dredging, fill, drainage, hydrological Article 2 7 I UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE DEFINITIONS FOR WATER QUALITY&STORM WATER MANAGEMENT BENEFITS disturbance, vegetation removal (other than for maintenance or restoration purposes), that results from implementation of a development activity or dumping, or non-permitted discharge of chemicals or other pollutants into Isolated Waters of Yorkville. Article 2 8 Article 3 Wetland Protection Standards and Permit Provisions UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 3.1 General Standards The requirements of this Ordinance are for the region of the United City of Yorkville and based on the ecological characteristics of this region. Section 3.1.1 Buffer Requirements 1. Buffer areas shall be required for all areas defined as either Isolated Waters of Yorkville or Waters of the U.S. except for areas that meet a Category III definition. Isolated Waters of Yorkville are under the jurisdictional authority of the United City of Yorkville and this Ordinance and are defined in Section 2.1 of this Ordinance. Waters of the U.S. as defined in Section 2.1 of this Ordinance refers to areas that are under the jurisdictional authority and regulated by the United States Army Corps of Engineers (USACE). 2. Buffer areas are divided into two types, linear buffers and water body buffers. The following buffer requirements shall be met for all proposed development projects and provided for all wetlands except for areas meeting the definition of a Category III wetland (roadside ditches and manmade stormwater management facility, refer to Section 2.1). 1) Linear buffers shall be designated along both sides of the channel. The buffer width shall be determined as follows: a. All channels except those determined to be High Quality Aquatic Resource (HQAR) shall have a minimum buffer of 30 feet. Also, five (5) additional feet of buffer shall be required for each percent of average buffer slope greater than 10% up to a maximum of a 100 foot buffer. For example, a 30-foot buffer with a 20%slope will require an additional 50 feet of buffer. b. Streams rated Class A or B in the Illinois Biological Stream Characterization study or with an Index of Biotic Integrity (IBI) greater than 40 shall have a minimum buffer width of 100 feet on each side of the channel. (Initial IBI based on TEPA Illinois Water Quality Report. A site-specific IBI assessment may override this report). c. For streambank stabilization projects, those projects that involve a change in land use shall apply the minimum 30 foot buffer and up to a maximum of 100 foot buffer criteria. If the project does not involve a change in land use, then a 10 foot buffer shall be required adjacent to all streambank stabilization work. 2) Buffers shall encompass all wetlands greater than V. acre and determined not to be a high quality aquatic resource (HQAR). The buffer width shall be determined as follows: a. For all wetlands with a total surface area greater than one quarter (1/4) acre and determined not to be a HQAR, a minimum buffer width of 50 feet shall be established. Also, five (5) additional feet of buffer shall be required for each percent of buffer slope greater than 10% up to a maximum of a 100 foot buffer. Article 3 9 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY$STORMWATER MANAGEMENT BENEFITS b. For all wetlands regardless of size that meet the definition of a HQAR (ephemeral pools, fens, forested wetlands, sedge meadows, seeps, streamside marshes, wet prairies, wetlands supporting Federal or Illinois endangered or threatened species, and wetlands with a native floristic quality index (FQI) of 25 or greater and a native Mean C value of 3.2 or greater), shall have a minimum buffer width of 100 feet. 3. Buffer areas for all linear and non-linear Isolated Waters of Yorkville or Waters of the U.S., except wetlands, shall extend from the waters edge at normal water level. The buffer area for wetlands shall extend from the edge of the approved delineated wetland boundary. A site may contain buffer that originates from Isolated Waters of Yorkville or Waters of the U.S. on another property. 4. The requirement of buffers is strictly for preservation measures of wetlands and shall not constitute enhancement measures of existing wetlands for any mitigation requirements of said development. 5. Buffers shall be established using appropriate deep-rooted vegetation, protected from direct and indirect disturbance, and shall be appropriately managed and maintained according to an approved plan as provided under Section 3.2.4. Buffers shall typically consist of native vegetation unless otherwise approved by the Administrator. 6. If a buffer area is disturbed by permitted activities during construction, the buffer area shall be stabilized following the provisions of the United City of Yorkville's Soil Erosion and Sediment Control Ordinance and planted with appropriate vegetation as stated above. 7. Access through buffer areas shall be provided, when necessary, for maintenance purposes. Unless otherwise dedicated for a public purpose or to a public entity, buffer areas shall remain private property and shall not be generally accessible for the public. 8. Preservation of buffer areas shall be provided by deed or plat restrictions. No lot lines shall be allowed within the limits of the buffer areas. 9. Features of a stormwater management system approved by the Administrator may be allowed within the buffer area provided it is a naturalized detention basin that consists of a natural design shape as well as native plant communities, or other naturalized stormwater management features provided there is no direct discharge to the wetland habitat. The Administrator shall review and approve, as appropriate, well-designed stormwater management systems within the buffer area on a project by project basis. 10. Stormwater discharges that enter a buffer shall have appropriate energy dissipation measures to prevent erosion and scour. 11. All buffer areas shall be maintained free from development including disturbance of soil, dumping or filling, erection of structures, and placement of impervious surfaces except as follows: 1) A buffer area may be used for passive recreation (e.g., bird watching, walking, bicycling, and picnicking) and it may contain pedestrian or bicycle trails, provided that the created path is no wider than 10 feet. If the path leads to a wetland, it must be designed to prevent erosion. Article 3 10 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS 2) Paved surfaces including trails may not occupy more than 15% of the total surface area of the required buffer. 3) Utility maintenance and maintenance of drainage facilities and drainage easements shall be allowed provided the maintenance activity meets all other federal, state, and local regulations. Section 3.1.2 Wetland Hydrology Protection 1. Any development that may reasonably be expected to impact the recharge zone of a fen, seep, or other groundwater-driven wetland with vegetation characteristic of these habitats requires a higher level of protection. Due to the uniqueness and fragility of these habitats, the developer of any proposed development within potential recharge zones shall to the extent possible identify, maintain, and protect said recharge zones. The Administrator shall evaluate and determine if additional documentation is required on a case by case basis. Section 3.1.3 Stormwater Management within Isolated Waters of Yorkville 1. Stormwater management facilities shall only be allowed in areas that meet the definition of farmed wetlands or Isolated Waters of Yorkville that contain at a minimum, vegetative cover of 75% or more of the following species. • Reed Canary Grass (Phalaris arundinacea). • Purple Loosestrife (Lythrum salicaria). • Common Reed (Phragmites australis). • buckthorn (Rhamnus spp.). 1) The stormwater management facility shall be designed as a naturalized wetland basin that contains native vegetation communities and does not exceed a 4-foot bounce for the 100-year, 24-hour storm event. The designed permanent open water area shall not constitute more than 20% of the impacted wetland acreage. The area of the basin as measured between the contours corresponding to one (1) foot above NWL and two (2) feet below NWL shall be at least equal to the remaining impacted wetland acreage. The designed naturalized basin shall demonstrate an overall environmental improvement. 2) A naturalized buffer that contains appropriate native vegetation shall be provided, at a minimum, up to the High Water Level (HWL). 3) A three (3) year management and monitoring plan shall be provided for the naturalized stormwater management facility. The management/monitoring plan shall include performance standards, which identify percent of seeded/planted species to be alive and apparent; vegetative cover of native , non-weedy species; and floristic quality for each monitoring year, monitoring methods, prescribed maintenance activities for the 3-year period, and long- term management provisions. 2. The Administrator may waive mitigation requirements for wetland impacts from the development of stormwater management facilities within wetland habitat if the designed naturalized wetland basin meets the above criteria. If the proposed Article 3 11 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS stormwater management facility does not meet the above criteria, the mitigation requirements of Article 4 of this Ordinance shall apply. Section 3.1.4 Discharge to Isolated Waters of Yorkville or Waters of the U.S. 1. There shall be no direct discharge of stormwater runoff to Isolated Waters of Yorkville or Waters of the U.S. without pre-treatment. Accepted methods of pre-treatment include, but are not limited to created wetland detention basins, naturalized swales, biofiltration practices, and other measures that filter and/or detain runoff. It must be demonstrated that the proposed pre-treatment measure will remove a minimum of 80% total suspended solids (TSS) and prevent increases in water level fluctuations up to and including the 2-year event within the wetland. All discharges shall be to the wetland buffer. Pre-treatment measures may be located within the buffer with approval from the Administrator. Appropriate energy dissipation measures, such as level spreaders, shall be provided to prevent erosion and scour. Section 3.1.5 Protection of Isolated Waters of Yorkville During Development 1. All Isolated Waters of Yorkville designated for preservation shall be protected during development such that a FQI calculated two years after the commencement of development shall not be more than five (5) points less than the originally calculated FQI. The re-evaluation of all preserved wetlands shall be completed during a similar stage of the growing season as was conducted for the original assessment (±30 days). If final build out of all lots contiguous to Isolated Waters of Yorkville has not occurred, the re- evaluation of all preserved wetlands shall be repeated each year until completion of development. If there is a decrease in the FQI value for two consecutive years, and/or a > 5 point drop in the FQI value from the original value, a wetland impact to Isolated Waters of Yorkville shall be assumed, and the mitigation requirements of Article 4 of this Ordinance shall apply. 2. The initial re-evaluation data shall be submitted to the Administrator during the second year after commencement of the development. All subsequent re-evaluation data shall be provided to the Administrator on an annual basis until final build out of the development has occurred. Section 3.1.6 Maintenance of Stormwater Management Facilities 1. Dredging of stormwater management facilities that meet the definition of Isolated Waters of Yorkville for the purpose of periodic maintenance shall be allowed without the issuance of a Wetland Protection Permit given that the dredging activity will only re- establish the original design depths and measures shall be taken to preserve any wetland fringe and/or buffer (if applicable). If any disturbance to the wetland fringe is unavoidable, then the wetland fringe shall be restored with appropriate native vegetation. All applicable federal, state, and other local regulations and ordinances shall be met, and notification of the maintenance activities to the Administrator shall be required prior to commencement of the maintenance activity. Section 3.2 Wetland Permit Provisions Section 3.2.1 Applicability Article 3 12 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS 1. No person, firm, corporation, governmental agency, or organized district shall commence any development regulated by the City on any lot or parcel of land without first submittal of applicable items presented in 3.2.2 and 3.2.4 and receipt of applicable permit. 2. No lot lines shall occur in created, restored, enhanced, or preserved Isolated Waters of Yorkville or Waters of the U.S.and their associated buffer areas. Section 3.2.2 Wetland Determination Requirements 1. Development projects near water courses, depressional areas, wetlands or Waters of the U.S. identified on National Wetlands Inventory (NWI) map, or as requested by the City shall provide a letter of findings from a qualified professional that identifies all Isolated Waters of Yorkville, Waters of the U.S., and natural areas on or within 100 feet of the project site. Identification of each of these areas shall include a floristic inventory and floristic quality assessment (FQA) data. If no wetlands are identified within the limits of the site or within 100 feet of the site, then a wetland determination letter of findings shall be submitted that contains a floristic inventory and FQA data for the site. If Isolated Waters of Yorkville or Waters of the U.S. are identified within the limits of the site or within 100 feet of the site, a Wetland Permit Submittal following Section 3.2.4 shall be required. Section 3.2.3 Pre-Submittal Meeting 1. It is recommended that the applicant schedule a pre-submittal meeting with the Administrator to review the proposed project, discuss submittal requirements and questions the applicant may have. 2. If the proposed development contains a HQAR, a pre-submittal meeting with the Administrator is mandatory. Section 3.2.4 Wetland Permit Submittal Requirements Appendix A contains the Wetland Permit Application and Permit Submittal Flowchart. Appendix B contains the Wetland Permit Submittal Checklist for use with the permit submittal requirements. With the filing of a Wetland Permit Application, the applicant and owner (if not the applicant) grants permission to the Administrator and his/her designees to access said property to assess site conditions for the review and assessment of the wetland permit submittal. The Wetland Permit Submittal shall provide the following: 1. A wetland delineation report as specified in Section 3.2.5. 2. A narrative report and Site Plan that demonstrates compliance with the provisions of Sections 3.1.1 through 3.1.5 of this Ordinance and specifies prescribed management activities, long-term management provisions and funding mechanism, and the long-term responsible party as presented in Article 5 of this Ordinance for the buffer area(s). 3. USACE statement of jurisdictional determination that identifies Waters of the U.S. and Isolated Waters of Yorkville for all wetlands on the development site. A copy of the letter shall be provided to the Administrator. 4. For proposed impacts only to Waters of the U.S. the following requirements shall be followed: Article 3 13 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS 1) Completion of the Wetland Permit Application as provided in Appendix A of this Ordinance. 2) Provide a copy of the USACE permit submittal for the proposed development or a letter from the USACE that states the proposed development does not require USACE authorization. Upon receipt of any USACE, Illinois Environmental Protection Agency (TEPA), and/or Illinois Department of Natural Resources Office of Water Resources (OWR) authorizations, the applicant shall provide a copy(s) to the Administrator. 3) All wetland impacts that occur in the City's jurisdiction shall be mitigated for within the same watershed as the impact(s) at the mitigation ratio specified by the USACE for that development impact. 4) Provide a Soil Erosion and Sediment Control Plan that demonstrates compliance with the City's Soil Erosion and Sediment Control Ordinance. 5. For proposed impacts only to Isolated Waters of Yorkville the following information shall be provided: 1) Completion of the Wetland Permit Application as provided in Appendix A of this Ordinance. 2) A statement on the permit category of impacts to be used for the development project. The categories are as follows: a. Category I: Wetland impacts less than or equal to one (1) acre and does not impact a HQAR. b. Category II: Wetland impacts greater than one (1) acre and does not impact a HQAR. c. Category III: Roadside ditches and stormwater management facilities that meet the definition of Isolated Waters of Yorkville. d. Category IV: Wetland impacts for the restoration, creation, and enhancement of Isolated Waters of Yorkville as approved by the Administrator, provided that there are net gains in aquatic resource function. e. Category V: Wetland impacts that affect a HQAR. f. Category VI: Wetland impacts to farmed wetlands. 3) Documentation that the development is in compliance with the Illinois Department of Natural Resources' Endangered Species Consultation Program and the Illinois Natural Areas Preservation Act [520 ILCS 10/11 and 525 ILCS 30/17]. 4) Documentation that the development is in compliance with the U.S. Fish and Wildlife Service's consultation program under the Endangered Species Act. Article 3 14 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS 5) A statement on the occurrence of any HOAR on or within 100 feet of the development site. 6) Mitigation plan (if applicable) that meets the requirements of Article 4 of this Ordinance. 7) For Category II or Category V impacts only: A narrative of measures taken, in sequence, to avoid and minimize wetland impacts before mitigation is considered. Category II or Category V impacts shall also require a detailed discussion of alternative analysis to avoid, minimize, and mitigate for wetland impacts to Isolated Waters of Yorkville. 8) For Category III impacts only: A narrative of the measures taken to mitigate for water quality functions. 9) For Category IV impacts only: A narrative of the proposed plan that demonstrates net gains in aquatic resource functions. 10) For Category VI impacts only: A narrative of mitigation measures that will provide an environmental benefit, e.g. improved habitat, water quality, etc. 11) Soil erosion and sediment control measures following the City's Soil Erosion and Sediment Control Ordinance. 6. For proposed impacts to both Isolated Waters of Yorkville and Waters of the U.S., the wetland submittal shall include all applicable items within Section 3.2.4. Section 3.2.5 Requirements for Wetland Delineation Before any development in or near Isolated Waters of Yorkville or Waters of the U.S., a wetland delineation that identifies the boundaries, location, function, and applicable floristic quality of all onsite Isolated Waters of Yorkville and Waters of the U.S. as well as a floristic inventory and FQA data of natural areas on the project site shall be submitted. The presence and limits of wetland areas shall be determined by a valid wetland delineation conducted in accordance with the 1987 USACE Wetlands Delineation Manual. Delineations for permitting purposes shall generally be performed only during the period beginning the 2nd week of March and ending the first week of December. Any presence of farmed wetlands shall be determined by the Natural Resource Conservation Service (NRCS). For Isolated Waters of Yorkville and Waters of the U.S. within 100 feet of the development property for which an on-site delineation is not possible, then wetlands identified on a NWI map may be sufficient. The following are minimum requirements for the Wetland Delineation Report: 1. A plan shall be submitted that shows the exact location of Isolated Waters of Yorkville and Waters of the U.S. within the development boundaries. The wetland boundary shall be flagged in the field and in order to determine buffer and any applicable wetland mitigation requirements, the wetland boundary shall be surveyed. 2. An aerial photograph with wetland and development boundaries delineated. Article 3 15 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS 3. A copy of the following maps (most recent available) with the development boundary delineated: 1) USGS topographic map. 2) Kendall County soil survey map. 3) NWI map. 4) FEMA floodplain map. 4. Completed USACE data sheets with representative color photographs provided for each data point. 5. A description of each wetland habitat(s) that includes the following: 1) FQA data that follows the methods provided in Swink, F. and G. Wilhelm's Plants of the Chicago Region (1994. 4th Edition). In general, the floristic inventory shall be conducted between May 1st and October 15th. Floristic assessments conducted outside this time period may require additional sampling during the growing season to satisfy this requirement. 2) Wildlife habitat assessment for each wetland that evaluates utilization of the wetland by wildlife, interspersion and structure of vegetative cover (number of plant communities, e.g., emergent marsh, wet prairie, seep, forested, etc., present within the wetland system), and ratio of vegetative cover to open water. 3) Description of the present functions provided by each wetland. 6. For all farmed wetlands that are present within the project site, the NRCS Certified Wetland Determination Report shall be provided. Section 3.2.6 Wetland Permit Conditions 1. The Administrator or City Council, as applicable, shall attach any additional reasonable permit conditions considered necessary to ensure that the intent of the Wetland Protection Ordinance will be fulfilled, to avoid, minimize or mitigate damage or impairment to, encroachment in, or interference with natural resources and processes within the protected wetlands or watercourses, or to otherwise improve or maintain the water quality. 2. Any change in the size or scope of the development and that affects the criteria considered in approving the permit as determined by the Administrator or City Council as applicable, may require the filing of a new wetland permit submittal. 3. Any temporary, seasonal, or permanent operation that is discontinued for one (1) year shall be presumed to have been abandoned and the wetland permit automatically voided. Abandonment of the project may subject the permittee to forfeiture of the performance security. 4. Any permit granted under this Ordinance may be revoked or suspended by the Administrator or City Council, as applicable, after notice and an opportunity for a hearing, for any of the following causes: Article 3 16 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND PROTECTION STANDARDS AND PERMIT PROVISIONS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS 1) A violation of a condition of the permit. 2) Misrepresentation or failure to fully disclose relevant facts in the application. 3) A change in site condition(s) that requires a temporary or permanent change in the proposed activity. 5. A developer who has received a wetland permit under this Ordinance shall comply with the following in connection with any construction or other activity on the property for which the wetland permit has been issued: 1) Comply with the City's Soil Erosion and Sediment Control Ordinance. 2) Maintain clear delineation of the protected wetlands and wetland buffers during the on-going development activities. 6. The wetland permit shall remain effective for two (2) years. The granting authority upon request by the permittee may approve a maximum one (1) year extension. Article 3 17 Article 4 Wetland Impacts and Mitigation Requirements UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE WETLAND IMPACTS AND MITIGATION REQUIREMENTS FOR WATER QUALITY&STORM WATER MANAGEMENT BENEFITS Section 4.1 Unmitigable Wetland Impacts 1. Wetlands of any size identified as having a FQI greater than or equal to 35 or mean C value of 3.5 or greater shall not be impacted via flooding, excavation, dredging, fill, drainage, or other hydrological disturbance, vegetation removal (other than for maintenance or restoration purposes) as part of any development or dumping, or non- permitted discharge of chemicals or other pollutants. The FQI is solely based on the wetland vegetation. To determine the floristic value of the wetland, buffers and adjacent plant communities shall not be included in the calculation. Section 4.2 Wetland Mitigation Requirements Section 4.2.1 General Mitigation Requirements 1. Mitigation shall be required for all impacts, regardless of size to Category V wetlands. 2. Mitigation shall be required for wetland impacts greater than or equal to '/4 (0.25) acre to Isolated Waters of Yorkville defined under Category I, Category II, and Category VI wetland impacts. 3. Mitigation shall provide for the replacement of the wetland habitat impacted due to development activities at the following ratios (creation acreage to wetland impact acreage): 1) A minimum of 1.5:1 for wetland impacts under Category I or II that are not to a HQAR and are mitigated on-site 2) A minimum of 1:1 for wetland impacts under Category VI and are mitigated on- site. 3) A minimum of 10:1 for wetland impacts that are to a HQAR under Category V and are mitigated on-site 4. Wetland impacts covered under Category III will not require mitigation per se, but at a minimum, shall replace the water quality functions through BMP's as approved by the Administrator. 5. No mitigation is required for Category IV wetland impacts provided the restoration, creation, or enhancement contributes a net gain of aquatic resource function(s). Category IV wetland impacts, however, shall be required to provide all Wetland Permit Submittal Requirements, as applicable, following Section 3.2.4 of this Ordinance. 6. Wetland mitigation shall be designed wherever possible to restore wetland hydrology to historic hydric soils that have been drained or dewatered. Grading activities for wetland creation and/or restoration should be minimized. 7. Mitigated wetlands shall be designed to optimize hydrologic stability and native species diversity. Designed permanent open water area(s) shall not constitute more than 20% of the required mitigation acreage. 8. Any creation of wetlands for required mitigation shall take place only within areas that are not of a remnant plant community, wetlands, or other natural areas. Article 4 18 Article 5 Long-Term Maintenance Provisions UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE LONG-TERM MAINTENANCE PROVISIONS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 5.1 Long-term Maintenance 1. Unless maintenance responsibility has been delegated to and accepted by another person under this section, the owner shall maintain that portion of the preserved and mitigation wetlands and their associated buffers. With the approval of the Administrator the preserved and mitigation wetlands and their associated buffers may be: 1) Dedicated or otherwise transferred to and accepted by the City or other public entity. 2) Conveyed or otherwise transferred to and accepted by a homeowner's association, or similar entity, with the members being the owners of all lots or parcels comprising the development. 3) Conveyed to a person or entity that specializes in conservation and protection of wetlands. Section 5.2 Transfer to City or Other Public Entity 1. If any portion of the preserved and mitigation wetlands and their associated buffers is to be dedicated or otherwise transferred to the City or other public entity under Section 5.1.1, appropriate easements for ingress and egress and maintenance of such portions shall be reserved for the benefit of such entity on the final plat. Section 5.3 Transfer to Homeowner's or Similar Association 1. If any portion of the preserved and mitigation wetlands and their associated buffers is to be conveyed or otherwise transferred to a homeowner's or similar association under Section 5.1.2 then: 1) Appropriate easements for ingress and egress and maintenance of such portions shall be reserved for the benefit of such association and the City on the final plat. 2) The association shall be duly incorporated and a copy of the Certificate of Incorporation, duly recorded, and bylaws and any amendment to either of them, shall be delivered to the Administrator. 3) The bylaws of the association shall, at a minimum, contain the following: a. A provision acknowledging and accepting the association's obligation to maintain those portions of the preserved and mitigation wetlands and their associated buffer areas conveyed or otherwise transferred to it under this Ordinance. b. A mechanism for imposing an assessment upon the owners of all of the lots or parcels comprising the development that is sufficient, at a minimum, to provide for the maintenance of those portions of the preserved and mitigation wetlands and their associated buffers conveyed or otherwise transferred to it under this Ordinance, and the payment of all taxes levied thereon. A Special Service Area shall be established for the development Article 5 27 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE LONG-TERM MAINTENANCE PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS area to provide an ongoing revenue source in the event that the homeowners association is not managing the wetland. c. A provision adopting the plan of long-term maintenance set forth in the application for a wetland permit, with approved amendments. d. A provision identifying the officer of the association responsible for carrying out the obligations imposed upon the association under this Ordinance. e. A provision requiring the consent of the City to any amendment of the bylaws changing any of the provisions of the bylaws required by this Ordinance. f. A provision requiring the consent of the City to the dissolution of the association. 4) Any conveyance or other instrument of transfer delivered under Section 5.1.2 shall include a covenant that imposes upon the association the obligations set forth in this section and the association's affirmative acceptance thereof. Section 5.4 Conveyance to a Person or Entity Specializing in Conservation 1. If any portion of the preserved and mitigation wetlands and their associated buffers are to be conveyed to a person or entity under Section 5.1.3 then: 1) Appropriate easements for ingress and egress and maintenance of such portions shall be reserved for the benefit of the City on the final plat. 2) The final plat shall contain a legend imposing the maintenance obligations of this section upon the grantee and his successors in interest as a covenant running with the land and incorporating by reference the plan of long-term maintenance set forth in the application for a wetland permit, with approved amendments. 3) The final plat shall contain a legend reserving the right of the City to enter upon the land to perform the maintenance required in this section if the owner does not do so and to place a lien against the land for the cost thereof. 4) A Special Service Area shall be established for the development area to provide an ongoing revenue source in the event that the person or entity is not managing the wetland. 5) Any conveyance delivered under Section 5.1.3, and any subsequent conveyance, shall include a covenant that imposes upon the grantee the obligations, restrictions and provisions set forth in this section and the grantee's affirmative acceptance thereof. Section 5.5 Incorporation of Maintenance Obligations in Wetland Permit 1. The provisions of this section shall be incorporated by reference in the wetland permit and the developer's acceptance of the permit shall be deemed to be the developer's Article 5 28 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE LONG-TERM MAINTENANCE PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS acceptance and assumption of the obligations imposed under this section. The developer shall record such obligations on the deed. Article 5 29 Article 6 Fees, Enforcement and Penalties UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE FEES, ENFORCEMENT AND PENALTIES FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS Section 6.1 Fees 1. Applications for a wetland permit under this Ordinance shall be accompanied by a non- refundable administrative application fee in an amount specified from time to time by resolution of the United City of Yorkville City Council. In addition, the developer shall pay an additional escrow fee in an amount determined by resolution of the United City of Yorkville City Council for the estimated cost of outside consultant(s) who may be retained by the United City of Yorkville in connection with the review of the application. In the event the cost of the services of the consultant(s) is less than the escrow fee, the developer shall be refunded the balance. In the event the cost of the services of the consultant(s) exceeds the amount of the escrow fee, the developer shall pay the deficiency to the United City of Yorkville prior to issuance of the wetland permit. A denial of an application for a wetland permit shall not affect the developer's obligation to pay the escrow fee provided for in this Section. Section 6.2 Enforcement 1. One of the primary duties of the Administrator or his/her agent shall be the review of all wetland submittal applications and issuance of wetland permits for those projects that are in compliance with the provisions of this Ordinance. The Administrator shall be responsible for the administration and enforcement of this Ordinance. 2. The Administrator or his/her agent, officer, or employee shall have authority under this Ordinance to enter upon privately owned property for the purposes of inspecting any development activity to ensure the activity conforms with requirements, standards, and provisions of this Ordinance and/or the terms and conditions of an issued wetland permit. 3. If a wetland mitigation area is constructed as part of the wetland permit, the Administrator or his/her agent shall at a minimum perform the following inspections: 1) After final grading and before seeding or plant installation. 2) After seeding and plant installation. 3) Annual inspections during the 5-year monitoring and maintenance period. Section 6.3 Penalties and Legal Actions 1. Whenever the Administrator or his/her agent finds a violation of this Ordinance, or of any permit or order issued pursuant thereto, the Administrator or City Council, as applicable, may issue a stop-work order on all development activity on the subject property or on that portion of the activity that is in direct violation of the Ordinance or withhold issuance of a Certificate of Occupancy, permits or inspection until the provisions of this Ordinance, including any conditions attached to a wetland permit, have been fully met. The Administrator shall issue an order that (1) describes the violation (2) specifies the time period for remediation, and (3) requires compliance with this Ordinance prior to the completion of the activity in violation. Failure to obey a stop-work order shall constitute a violation of this Ordinance. 2. In the event a violation involving illegal alteration of an Isolated Waters of Yorkville as protected under this Ordinance, the City shall have the power to order complete restoration of the Isolated Waters of Yorkville by the person or agent responsible for the violation. If such responsible person or agent does not prepare and submit a restoration plan for review and approval by the Administrator within 30 days of notice of violation, Article 6 30 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE FEES, ENFORCEMENT AND PENALTIES FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS the City shall have the authority to restore the affected Isolated Waters of Yorkville to their prior condition wherever possible, and the person or agent responsible for the original violation shall be held liable to the City for the cost of such restoration. 3. In addition to the rights and remedies herein provided to the City, any person violating any of the provisions of this Ordinance shall be subject to a fine in an amount not exceeding Seven Hundred and Fifty Dollars ($750.00) for each offense. Each calendar day a violation continues to exist shall constitute a separate offense. Article 6 31 Article 7 General Provisions UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE GENERAL PROVISIONS FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS Section 7.1 Scope of Regulation 1. This Ordinance applies to all new development as well as any dumping or non-permitted discharge of chemicals or other pollutants into Isolated Waters of Yorkville within the United City of Yorkville and all new development within an area under consideration for annexation into the United City of Yorkville. Any person undertaking a development having a wetland on the project site or a wetland within 100 feet of the project site shall obtain a wetland permit from the Administrator. This includes any new development on partially developed sites. Section 7.2 Exemptions 1. This ordinance does not apply to: 1) Development which has obtained preliminary or final plat approval within the past 12 months before the effective date of this Ordinance 2) Wetland impacts that have occurred before the effective date of this Ordinance. Section 7.3 Severability 1. The provisions of this Ordinance shall be severable in accordance with the following rules: 1) If any court of competent jurisdiction shall adjudge any provision of this ordinance to be invalid, such judgment shall not affect any other provision of this Ordinance. 2) If any court of competent jurisdiction shall adjudge to be invalid the application of any provision of this Ordinance to a particular parcel of land or a particular development, such judgment shall not affect the application of said provision to any other land or development. Section 7.4 Abrogation and Greater Restrictions 1. This Ordinance is not intended to repeal, abrogate, or impair any existing easements, covenants, or deed restrictions. Where this Ordinance and other ordinances, easements, covenants, or deed restrictions conflict or overlap, whichever imposes the more stringent restrictions shall prevail. 2. When provisions of this Ordinance differ from any other applicable law, statute, ordinance, rule, or regulation, the more stringent provision shall apply. Section 7.5 Effective Date This Ordinance shall be in full force and effective from and after its passage, approval, and publication according to law. The effective date of this Ordinance is , 20_. Article 7 32 Article 8 Variances and Appeals UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE VARIANCES AND APPEALS FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 8.1 Variances 1. The developer may apply to the City Council for a variance. The City Council shall have the authority to grant variances from the requirements of this Ordinance, but only in compliance with the procedures set forth in Section 8.1. 2. The petition for a variance shall accompany or follow an application for a Wetland Permit and shall include all necessary submittal items. 3. Every variance petition filed pursuant to this Section 8.1 shall provide the following information: 1) The specific feature or features of the proposed construction or development that require a variance. 2) The specific provision(s) of this Ordinance from which a variance is sought and the precise extent of the variance therefrom. 3) A statement of the characteristics of the development that prevent compliance with the provisions of this Ordinance. 4) A statement that the variance requested is the minimum variance necessary to permit the development. 5) A statement as to how the variance requested satisfies the standards set forth in Section 8.1.4 of this Ordinance. 4. The City Council may grant such petition for a variance only when it is consistent with the general purpose and intent of this Ordinance and when the development meets the majority (four or more) of the following conditions: 1) The relief requested is the minimum necessary and there are no means other than the requested variance by which the alleged hardship can be avoided or remedied to a degree sufficient to permit the reasonable continuation of the development. 2) Demonstration that failure to grant the variance would result in exceptional hardship to the developer. Economic hardship is not a valid reason to request a variance. 3) The variance is not requested solely for the purpose of increasing the density of the development nor impervious areas on the site. 4) The developer's circumstances are unique and do not represent a general condition or problem. 5) The subject development is exceptional as compared to other developments subject to the same provision. 6) Granting the variance shall not dramatically alter the essential character of the wetland area involved, including existing stream uses. Article 8 33 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE VARIANCES AND APPEALS FOR WATER QUALITY& STORM WATER MANAGEMENT BENEFITS 7) The proposed development could not be constructed if it were limited to areas outside the Isolated Waters of Yorkville and required buffer areas. Section 8.2 Variance Conditions 1. A variance of less than or different from that requested may be granted when the record supports the developer's right to some relief, but not to the relief requested. 2. In granting a variance, the City Council may impose such specific conditions and limitations on the developer concerning any matter relating to the purposes and objectives of this Ordinance as may be necessary or appropriate. 3. Whenever any variance is granted subject to any condition to be met by the developer, upon meeting such condition, the developer shall file evidence to that effect with the Administrator. 4. A granted variance shall be issued as a "special use" permit and shall be valid for one (1) year from the date of issuance. Section 8.3 Appeals 1. A developer may appeal any decision of the Administrator to the City Council provided that no such appeal shall be taken until and unless the developer has requested a conference with the Administrator and not a subordinate of the Administrator, and either the conference has been held or the Administrator has not scheduled a conference within 30 days of the initial request. Article 8 34 Article 9 Administration UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE ADMINISTRATION FOR WATER QUALITY&STORM WATER MANAGEMENT BENEFITS Section 9.1 Responsibility for Administration 1. The Administrator shall oversee the enforcement and administration of this Ordinance. In performing his/her duties, the Administrator may delegate routine responsibilities to any named designee. Section 9.2 Representative Capacity 1. In all cases when any action is taken by the Administrator or his/her duly appointed designee, to enforce the provisions of this Ordinance, such action shall be taken in the name of the City, and neither the Administrator nor his/her designee, in so acting shall be rendered personally liable. Section 9.3 Service of Notice 1. Unless otherwise provided herein, service of any notice or other instrument under this Ordinance may be made upon any person by: 1) First class mail, postage prepaid, addressed to address then on file for such person, if any, or if none, to such person's last known address. 2) Any method prescribed under the Illinois Code of Civil Procedure. Article 9 35 Article 10 Performance Security UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE PERFORMANCE SECURITY FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 10.1 General Security Requirements 1. To secure the performance of the developer's obligation to successfully complete any required wetland mitigation as part of the wetland permit, and to pay all costs, fees, and charges due under this Ordinance, and to fully and faithfully comply with all of the provisions of this Ordinance, the developer shall, prior to the issuance of a wetland permit post the security as provided in Section 10.2. 2. The developer shall bear the full cost and responsibility of obtaining and maintaining the security required by this Article. Section 10.2 Wetland Mitigation Performance Security 1. A development security shall be posted and shall include the following. 1) A schedule, agreed upon by the developer and the Administrator, for the completion of the wetland mitigation required by the permit. 2) A statement of the estimated probable cost to install, monitor, and maintain the wetland mitigation area as required by the permit. Such estimate is subject to approval by the Administrator. 3) An irrevocable letter of credit in favor of the City or other such adequate security as the Administrator may approve, in an amount equal to 110% of the approved estimated probable cost to complete any required wetland mitigation. 4) A statement signed by the developer granting the Administrator the right to draw on the security and the right to enter the development site to complete required work, in the event that work is not completed according to the work schedule or the mitigation area is not meeting the required performance standards and the developer has failed to implement management activities or remedial measures to address noncompliance issues. 2. No security shall be released by the Administrator or City prior to completion of the third full year following construction of the wetland creation/restoration to ensure there is appropriate hydrology for the mitigation area(s). Following the third year, the Administrator may approve periodic reductions in the amount of the security based upon the progress of the mitigation. At no time, however, shall more than 75% of the security be released prior to the 5th year after construction. The remaining 25% of the security shall be retained for a period of time not to exceed five years (except for non- performing wetlands) after completion of construction and planting of the wetland mitigation area(s). 3. Generally, at the end of the 5-year monitoring period or upon an earlier request for the release of the performance security, the Administrator or his/her agent shall evaluate the wetland mitigation for compliance with the performance standards, conditions, and standards of this Ordinance. If the Administrator or his/her agent determines that the wetland mitigation meets the performance standards, conditions, and wetland protection standards of this Ordinance, he/she shall release the performance security. Article 10 36 UNITED CITY OF YORKVILLE WETLAND PROTECTION ORDINANCE PERFORMANCE SECURITY FOR WATER QUALITY&STORMWATER MANAGEMENT BENEFITS Section 10.3 Letters of Credit 1. Letters of credit posted pursuant to this Article shall be in a form satisfactory to the Administrator. 2. If the developer fails or refuses to fully meet any of its obligations under this Ordinance then the Administrator may, in his/her discretion, draw on and retain all or any of the funds remaining in the letter of credit. The Administrator thereafter shall have the right to take any action he or she deems reasonable and appropriate to mitigate the effects of such failure or refusal, and to reimburse the City from the proceeds of the letter of credit for all of its costs and expenses, including legal fees and administrative expenses, that resulted from or incurred as a result of the developer's failure or refusal to fully meet its obligations under this Ordinance. If the funds remaining in the letter of credit are insufficient to fully repay the City for all such costs and expenses, or after said payment to the City, the remaining cash reserve of the letter of credit is less than the amount that would otherwise be required to be maintained under this Article, the developer shall on demand of the Administrator, immediately deposit with the Administrator such additional funds as the Administrator determines are necessary to fully repay such costs and expenses and to establish the appropriate cash reserve as required under this Article. Article 10 37 Article 11 Fee-In-Lieu of Wetland Mitigation UNITED CiTY OF YORKVILLE WETLAND PROTECTION ORDINANCE FEE-IN-LIEU OF WETLAND MITIGATION FOR WATER QUALITY& STORMWATER MANAGEMENT BENEFITS Section 11.1 Fee-in-lieu of Wetland Mitigation 1. If fee-in-lieu of mitigation is required by the Administrator and City Council, the applicant shall prepare a statement of the estimated probable cost to construct wetlands that includes costs associated with land acquisition, wetland construction, planting, and the 5-year monitoring and maintenance activities. The estimate of probable costs is subject to the approval of the Administrator. 2. If fee-in-lieu of mitigation is not required by the Administrator and City Council, the applicant's estimated probable cost shall be determined by the costs associated with off-site, but within the same watershed wetland mitigation ratios, and shall include costs associated with land acquisition, wetland construction, planting, and the 5-year monitoring and maintenance activities. The estimate of probable costs is subject to the approval of the Administrator. Section 11.2 Procedures and Use of Funds 1. An applicants' statement of ifs intention to satisfy the wetland mitigation requirement by the payment of a fee-in-lieu of wetland mitigation shall be in writing and filed with the Administrator and City Council along with the estimates described in Section 11.1. 2. Fees paid in lieu of wetland mitigation shall be deposited by the City in a separate fund created for such purpose. 3. Fees paid in lieu of wetland mitigation shall be expended to plan, design, restore, improve, acquire, or enhance Isolated Waters of Yorkville and/or Waters of the U.S. located within the City's jurisdiction. Article 1 1 38 APPENDIX A WETLAND PERMIT APPLICATION AND PERMIT SUBMITTAL FLOWCHART UNITED CITY OF YORKVILLE WETLAND PERMIT APPLICATION (For City use only) Date Application Received: Date Permit Issued: Instructions: Applicant shall submit completed application,permit sumbittal checklist,permit submittal flowchart,mitigation plan checklist and all other applicable submittal items as required within the Wetland Ordinance to the Administrator. The wetland permit review process shall begin once a complete submittal has been provided. Name&Address of Applicant: Name &Address of Owner(s): Name&Address of Developer: Telephone No.during business hours: Telephone No.during business hours: ( ) ( ) ( ) fax ( ) fax Describe the general intent of the proposed activity,its purpose and the proposed Category (I-VI) of impact. Names,addresses and telephone numbers of all adjoining property owners within 250 feet of the development site. Location of activity: Legal Description: Street,road or other descriptive location 1/4 Sec. Twp. Range Tax Assessor's Description (if known): City County State Zip Code Name of waierbody within or adjacent to site(if applicable) Map No. Subdiv.No. Lot No. Is any portion of activity for which a wetland permit is sought now complete? No Yes, if yes explain: I hereby certify that all information presented in this application is true and accurate to the best of my knowledge. I have read and understand the United City of Yorkville Wetland Protection Ordinance,and fully intend to comply with those provisions. Signature of Developer Date Signature of Owner Date UNITED CITY OF YORKVILLE TYPICAL WETLAND PERMIT SUBMITTAL FLOWCHART The following flowchart identifies the typical submittal items that are required for a permit application based on the type of proposed impact. Highlight the appropriate path and circle the required submittal items. Type of Development Project: Project Site Acreage: Proposed Wetland Impact Acreage: (Residential,Commercial,PUD,etc.) Are wetlands or Waters of the Submit Wetland U.S.present on or within 100 feet Determination Letter of of proposed development site? NO Findings (Refer to Section 3.2.2 Will proposed development Submit Wetland Permit Application and impact Isolated Waters of Yorkville Wetland Permit Submittal Checklist, or Waters of the U.S.? NO completing items 1-4 on the checklist,and establish required buffers. (Refer to Sections 3.2.3-3.2.5) Will proposed development impact Submit Wetland Permit Application Waters of the U.S.? and Wetland Permit Submittal YES Checklist,completing items 1-5 on the checklist. (Refer to Sections 3.2.3-3.2.5) O z Will proposed development impact Is the Isolated Waters of greater than or equal to 0.25 acre of Isolated Waters of Yorkville? NO Yorkville a High Quality NO Aquatic Resource? N What Category of Impact 1 will be used? (Refer to Section 3.2.4) Attend mandatory Category V Pre-Submittal Meeting with Administrator. Category I Category I and II Submit Wetland Permit Application, Will wetland NO Wetland Permit Submittal Checklist, be used for completing items 1-4 and item 6 on the stormwater checklist,and Wetland Mitigation Plan management Checklist.(Refer to Sections 3.2.3-3.2.5, Category II facility? Does wetland Article 4,and all other applicable Articles YES meet criteria NO of the Ordinance) to be used for stormwater path A management See facility? Sheet 2 path B See \heet 2 SHEET 1 YORKVILLE WETLAND PERMIT SUBMITTAL FLOWCHART path B from Sheet Category I and II that meet certain criteria Submit Wetland Permit Application and Wetland Permit Submittal Checklist,completing items 1-4 on the checklist and comply with Section 3.1.3. path A from Sheet 1 Submit Wetland Permit Application and narrative of Category III measures taken to mitigate for Category III OA water quality functions.(Refer to Sections 3.2.3-3.2.5) Category IV Submit Wetland Permit Application, Category IV P" Wetland Permit Submittal Checklist completing items 1-4 and item 6 on the checklist,and narrative of activity that demonstrates a net gain of aquatic resource(s). (Refer to Sections 3.2.3-3.2.5 and 4.2) Category V Attend mandatory Pre-Submittal Meeting with Administrator. Category V Submit Wetland Permit Application, Wetland Permit Submittal Checklist, completing items 1-4 and item 6 on the checklist,and Wetland Mitigation Plan Checklist. (Refer to Sections 3.2.3-3.2.5, Article 4,and all other applicable Articles of the Ordinance) Will I YES > Submit Wetland Permit Application and Wetland Permit Submittal wetland farmed used v Checklist,completing items 1-4 on the checklist and comply with Category VI for bestormwaused Section 3.1.3. er management facility? _ NO Submit Wetland Permit Application,Wetland `/ \ Permit Submittal Checklist,completing items STOP ) 1-4 and item 6 on the checklist,and Wetland Mitigation Plan Checklist.(Refer to Sections 3.2.3-3.2.5,Article 4,and all other applicable Articles of the Ordinance) SHEET 2 YORKVILLE WETLAND PERMIT SUBMITTAL FLOWCHART APPENDIX B WETLAND PERMIT SUBMITTAL CHECKLIST United City of Yorkville WETLAND PERMIT SUBMITTAL CHECKLIST REQUIREMENT ITEM ITEM IF NOT PROVIDED, REQUIRED PROVIDED EXPLANATION Ni) (Ai) . Wetland Delineation Report '. Narrative Report and Site Plan that demonstrates compliance of: a. Section 3.1.1 Buffer Requirements,including planting plan for buffer area(s). b. Section 3.1.2 Wetland Hydrology Protection c. Section 3.1.3 Stormwater Management within Isolated Waters of Yorkville (including buffer and 3-year management and monitoring plan) d. Section 3.1.4 Discharge to Isolated Water of Yorkville or Waters of the U.S. e. Section 3.1.5 Protection of Isolated Waters of Yorkville During Development ;, Narrative that specifies prescribed management activities and long-term management provisions,including funding sources and designation of the responsible party following Article 5 for all buffers, preserved wetlands,and wetland mitigation areas(if applicable). I. USACE statement of jurisdictional determination for all wetlands on development site. i. For proposed impacts to Waters of the U.S.the following shall be provided: a. Completed United City of Yorkville Wetland Permit Application. b. Provide USACE permit submittal for the proposed development or a letter from the USACE that states the proposed development does not require USACE authorization. c. Statement that all wetlands within the City's jurisdiction will be mitigated for within the same watershed as the impact(s)at the mitigation ratio specified by the USACE. d. Soil Erosion and Sediment Control Plan that demonstrates compliance with the City's Soil Erosion and Sediment Control Ordinance. 6. For proposed impacts to Isolated Waters of Yorkville the following shall be provided: a. Completed United City of Yorkville Wetland Permit Application. b. Statement of Permit Category(Category I-VI)to be used for development impact(s). c. Documentation for compliance with Illinois Department of Natural Resources'Endangered Species Consultation Program and the Illinois Natural Areas Preservation Act. d. Documentation for compliance with U.S.Fish and Wildlife Service's Endangered Species Act. Wetland Permit Submittal WETLAND PERMIT SUBMITTAL CHECKLIST REQUIREMENT ITEM ITEM IF NOT PROVIDED, REQUIRED PROVIDED EXPLANATION (J} (J) 6. e. (1)Statement on the occurrence of High Quality Aquatic Resources on or within 100 feet of the development site. (2)Applicant has completed a Pre-Submittal meeting with the Administrator,if so,give date of meeting. f. Mitigation Plan(if applicable)refer to Appendix C for Mitigation Plan checklist. g. For Category II or Category V impacts provide the following: 1) Narrative of measures taken,in sequence,to avoid and minimize wetland impacts before mitigation is considered. 2) Detailed discussion of alternative analysis to avoid,minimize,and mitigate for wetland impacts. h. For Category III impacts provide the following: 1) Narrative of measures taken to mitigate for water quality functions. i, For Category IV impacts provide the following: 1) Narrative of proposed plan that demonstrates net gains in aquatic resource functions. j, For CafegoryVI impacts provide the following: 1) Narrative of mitigation measures that demonstrates an environmental benefit,e.g.improved habitat,water quality, etc. Wetland Permit Submittal 2 APPENDIX C WETLAND MITIGATION PLAN CHECKLIST I United City of Yorkville WETLAND MITIGATION PLAN CHECKLIST REQUIREMENT ITEM ITEM IF NOT PROVIDED, REQUIRED PROVIDED EXPLANATION (V) (V) 1. Narrative description of wetland impacts and proposed mitigation. Provide a summary table with acreage for each existing wetland, proposed impact, and proposed mitigation. 2. Narrative of proposed mitigation plan that includes a description of the following parameters: a) Hydrologic Conditions-Identify source(s) of water, both on-site and off-site surface and groundwater. Describe and provide model results of the expected hydroperiod (at a minimum, 2-yr, 10-yr, and 100-yr, 24-hr storm events) that include frequency, duration, and elevation of inundation or saturation. b) 1) Planting Plan- Describe each proposed plant community and approximate size. Provide a list of plant species for each community, including proposed cover crop. NOTE:All seed and plant material shall originate within 200 miles of site. 2) Planting narrative that describes the planting methods and planting schedule. c) Soil Characteristics- Provide a soil profile of the proposed conditions. Identify soil conditions that will be present from 12-24 inches below the surface. d) Topography-Submit existing and proposed grades with 1-foot contour lines and reference elevations. 3. Specifications for wetland mitigation earthwork including final grading, allowable compaction limits, treatment of compacted soils, and topsoil placement; water control structures,if applicable; BMP design and implementation if proposed within wetland buffer area; plant and seed procurement, installation methods and schedule; and all other appropriate specifications for the wetland mitigation activities. Wetland Mitigation Plan 1 4. Proposed implementation schedule that includes: a) Site preparation. b) Installation of soil erosion and sediment control measures. c) Planting schedule. d) Post-planting maintenance and monitoring. 5. Maintenance and Monitoring Plan that includes: a) Proposed monitoring protocol that follows Section 4.4 of the Ordinance. b) Specified performance standards that follows Section 4.5. c) Proposed annual maintenance activities to be performed during the 5-year monitoring period. Activities should include, but not be limited to control of undesirable plant species, herbivore control, burn management, enhancement planting. 6. Provide a Wetland Mitigation Plan Graphic that contains the following information. a) A summary table with acreage for each existing wetland, proposed impact acreage, and proposed mitigation acreage. b) Clearly identify proposed wetland impacts, wetland mitigation areas) denoting creation vs. enhancement wetlands, and limits of required buffer areas. c) Planting Plan that includes a complete list of plants by common and scientific name for each community type; quantities per species of seed, plugs, rootstock, transplants, or propagules; and specific planting zones. d) Existing and proposed grades with 1-foot contour lines and reference elevations to bench marks. e) Protection measures for all preserved Isolated Waters of Yorkville and Waters of the U.S. f) Location of water level control structures, BMPs, etc. Wetland Mitigation Plan 2 7. If off-site mitigation is proposed,the following maps shall be provided with the location of the mitigation site clearly marked: a) USGS topographic map. b) County soil survey. c) NWI map. d) NRCS swampbuster map (if applicable). e) Hydrologic Atlas. f) Aerial photograph(s). g) Site photographs. 8. Long-term Management Plan that identifies the following: a) Proposed maintenance activities and tentative schedule subsequent to the 5-year monitoring period. b) Description of the source of funding. c) Designate the long-term responsible party following provisions of Article 5. 9. Performance Security following the provisions of Article 10. 10. If owner of the property is different then the applicant, provide written assurance from the owner that the applicant has permission to use the site for mitigation. Wetland Mitigation Plan 3 04/15/2004 06:58 17084496320 SALES DEPT PAGE 02 ,t, A,4 ACCURATE "4, ` DOCUMENT rR , 4 ,, .(.....„ „,,,,,,,,,,,,,,,,,• DESTRUCTION, 1NC. , .,,,pi, April 15,2004 1 ,�ilxl w ;'j�i ` ca; Ms, Annette Williams i 541 ,i'447r • United City of Yorkville 0 " . ` ai ,ttii 't + �• .'' 800 Game Farm Road ,, K ,, •+ t , Yorkville, II 60560 Yi l +1.1, 1, ,,,, 'i•,'' „ ",,,, ,., RE: Service for Beecher Center,Library,City Offices and Police Department i 1 , " kAl Dear Annette: lip .1,..,!..„ .q s' rf Thank you for giving Accurate Document Destruction the opportunity to offer our service to ,, ` 11,5'w,,+Ra� ,Fy4n the United City of Yorkville. .,,,,f,,,,,:„,ft, r x�,..��,j . A.D.D. introduced on-site shredding technology to Chicago and has quickly grown to be the aPt ;:i , �3�, largest independent provider in the Midwest We currently service over 1000 top companies, tY, 't+. „ 14.' banks, medical.facilities and other industry leaders. We have achieved this tremendous growth +', 41.1. 1 , t' by providing the most cost efficient method of ensuring the secure disposal of confidential FIi„v,d ,�2r�x..,itf': material. ,+ tri;,',^ i,4� ir'r'i �iFl, Ii4'd �i4 j»' ,� � � Confidential Proposal for The United City of Yorkville ,yr+t.;,,, �t^"P iil.., ,1 w , • Accurate Document Destruction will provide collection and on-site destruction of all Aga.;rpt' fir, , 4*s`i 'V material. 112 410`' I V4i:1 t • Our shred rate for on-site work.is $2.50 per minute with a 20 minute minimum charge of t '11144"4,1424',0, 550.00 for first(2)years,$2.65 perLminute/$53 minimum for following(2)years,$2.80 per •, PeX1;.7.,4 1 ,Y �I 44"' 4 minute/$56 minimum charge for 5 year. $,11y'14 ;940.1,a"p' "u , ; • With an initial number of 12 security cabinets to be serviced on'a monthly basis, the I;:.• 1�t� t*Fr- `F tV�' estimated cost would be $150 per pick up. Recommendation: Service is to be reviewed �� 414,449 Ji . k after second pick up to make any adjustments in number of containers being used and/or • �: iw �ll to frequency ofpick ups. „�.'9io ,,,;;W, ,t ;,a 9 Y , 't't`'' ,fp •�• i•a�%r • No trip charges for on-site shredding. Aili, i,. .t Nt,1l;s +,�' , to • Certificate of Destruction is issued immediately upon completion of work. �ijet ; 94 4 ' �, • All paper is recycled into new products 401:iir :40�' i, "F �� "t��^ + Accurate Document Destruction drivers are bonded and insured. ,r l�oo�lt0t. ,4';'r, ;.$1i.,_ j,, ;dot" r( Y ' • Security cabinets will be supplied.at no cost and these provide excellent storage between ” { 1 1ii mi ,, 1 pickups. 41 PI �,4,.. 'k."' ",. (f you have any questions or would like additional please contact me at 224-628- N1 e.a , ' ; information, 4�4Y % '� ti - et 4602 or 800-407-4733, ext, 6233. ,i � ar!.I fti7h3t Ate ,,r Sincerely, ,�{ Y'ri!r�St {�gtr4,4, �$tab ";..•;.,F X i}t • "{f. ` j " �" i Arthur A.Chavez +'t '? ,1t, r eK+rp a4 •A> o, ,. Executive Account Manager # �'r NAJD '.--92.,?,::-±-41- -Qi-lili - hre l1_„..:,_It.! =ca,t; ,:,,-i:,_ -.:0-0 ,e, : .±•,, , _,L=: ..,.:.- .; MOBILE PAPER SHREDDING&RECYCLING March 11, 2004 Tony Graff United City of Yorkville 800 Game Farm Rd. Yorkville,IL 60560 Dear Tony; Based on the input at the Department Head Meeting; the input provided from the Department heads by Annette; and the input from Molly during my visit to the Police Department offices, I feel we can provide the secure, efficient, document shredding services the city requires. The underlying reason, the Police Department appears to have such an extremely large volume of material, is due to the shredding process they are currently using. Generally, it will take the material that produces 8 —10 bags of the shredded material that comes from the Police Department's current shredder to fill one of our standard security consoles. (The plastic bags are generally 2/3Tds air.) The Chief is absolutely correct in his reason for shredding. The business reality is, Shred-co's shredding service will provide the document destruction the United City of Yorkville needs, that is secure, convenient, easy to implement and cost effective. Based on the specific needs of the Police Department and input from the Department Head's, I feel we can provide the service the City requires in a cost effective manner, every four weeks, as follows: Console Placement: 1 Standard Size Security Console Beecher Center 902 Game Farm Rd i Standard Size Se Ltrity Console Library 902 Game Farm Rd 6 Standard Size Security Consoles City Offices 800 Game Farm Rd 2 Standard Size Security Consoles Police Dept. 800 Game Farm Rd 2 Mini Consoles Police Dept. 800 Game Farm Rd Note: By adding one additional Standard Console to the PD's Squad Room, the need for shredding service to the City should be reduced from service every three weeks to every four weeks. This change will result in significant savings to the City. Cost for Service: Shred-co will provide the secure, on-site document shredding services required by the United City 1 of Yorkville, at flat costs of$21.00 per console,per shredding service. There will be no additional charges for the Security Consoles, Recycling Fees or Trip Charges. 8102 Lemont Rd.,Suite 800 r Woodridge, IL 60517 Tel:630-633-9990 Fax:630-633-9999 Printed on Recycled Paper Based on my recommendations the projected annual cost to the City for a secured, compliance orientated shredding service, will be: $3,276. I've enclosed our standard Customer Service Agreement for you review. What is the next step? Regards, Richard L. Guy MOBILE PAPER SHREDDING&RECYCLING CUSTOMER SERVICE AGREEMENT This CUSTOMER SERVICE AGREEMENT(the "Agreement") between Shred it International d/b/a "Shred-Co", and C,; y aJc- YC7.21r r/J<G ("Customer")shall become effective this day of , 200 In consideration of the promises set forth in this Agreement, the parties agree as follows: 1. Definitions: For purposes of this Agreement, the terms set forth below will have the following meanings: 1.1 A"Certificate of Destruction"is a document that Shred-co provides to Customer as confirmation that the Document Collection and Destruction Process, as described in Section 2.2,has been completed with respect to certain Confidential Materials. 1.2 "Confidential Materials" are any materials, including documents that are placed within Shred-co's locked Security Consoles and/or Bins located on Customer's business premises. 1.3 "Locked Security Consoles and Bins'are secured storage containers designed for the day-to-day collection and storage of Customer's Confidential Materials. 1.4 "Shredded Material"consists of the waste material that is produced by Shred-cols mechanical shredding devices during the Document Destruction Process. 1.5 "Document Destruction Process"makes reference to the on-site,crosscut shredding process utilized by Shred-co. 1.6 "Service Fee"is the dollar amount Shred-co shall charge for its Document Collection and Destruction service. 2. Shred-co Services: Shred-co will provide the following services to Customer: 2.1 Equipment: Shred-co will provide and maintain a reasonable supply of Locked Security Consoles and/or Bins, and other related equipment for the collection and storage of Customer's Confidential Materials. 2.2 Document Collection and Destruction: Shred-co will: (a)physically collect Customer's Confidential Materials on a regularly scheduled basis,to be mutually determined by Shred-co and Customer;and (b)upon physical collection of the Confidential Materials, destroy,on or in reasonable proximity to Customer's business premises, the Confidential Materials through use of mechanical shredding devices(the'Document Destruction Process"). 2.3 Certification: At the conclusion of the Document Destruction Process,Shred-co will immediately provide Customer with a Certificate of Destruction. 2.4 Inspection Rights: Upon Customer's request, an authorized representative of Customer may, at any time, inspect the Document Destruction Process. 2.5 Document Disposal and Recycling: Shred-co will recycle or otherwise dispose of Customer's Shredded Material in the ordinary course of Shred-co's business. 3. Ownership of Equipment: The Locked Security Consoles and/or Bins,and any other equipment provided to Customer by Shred-co will at all times remain the property of Shred-co. Customer will have no interest in or rights to the Locked Security Consoles and/or Bins, or the other equipment provided by Shred-co. 4. Damaged Equipment: Customer will fully compensate Shred-co for any damage to,or loss of,the Locked Security Consoles or any other equipment supplied to Customer by Shred-co;except for any equipment loss or damage directly caused by Shred-co,which loss or damage shall be Shred-co's responsibility. 5. Service Fee: As a Service Fee, Customer will pay Shred-co the greater of: (a)$ /Of— per service visit, or(b) $ //, 00' per ci , and/or$ for each Bag Security Bin, for each document collection, destruction and other related Services. Customer will pay the Collection and Destruction Fee within days of receiving an invoice for Services. 6. Term of Agreement This Agreement will remain in force for a term of /2 months(s) (the"Initial Term"), and will automatically renew for an unlimited number of additional terms(a"Renewal Term")unless terminated by either party by 30 days written notice as described in Section 8. 7. Adjustment of Service Fees: At the end of the initial 12-month Period of Service, Shred-Co shall have the option to increase the Document Collection and Destruction Fee by y %per shredding service. 8. Default and Termination: 8.1 Should Customer fail to pay Shred-co in full for all Document Collection and Destruction Services within 120 days of the date of service,Shred-co shall have the option to terminate this Agreement,with 30 days written notice by Certified Mail, to the address of record. Customer will be responsible to pay all Service Fees incurred to date of termination. 8.2 Customer shall be entitled to not renew this Agreement,with 30 days written notice by Certified Mail to:The General Manager, Shred-co, 8102 Lemont Road,Woodridge, 1160517. Under this provision,this Agreement shall remain in effect for the balance of its current term,with all balances due paid within 30 days of termination date. 8.3 Customer shall be entitled to terminate this Agreement for non-performance prior to the current expiration date with 30 days written notice by Certified Mail to:The General Manager, Shred-co, 8102 Lemont Road,Woodridge, Il 60517. Customer agrees to include a payment equal to all unpaid balances,and further agrees to pay the Service Fee for the final shredding service within 30 days of service. 9. Excused Performance: Shred-co will not be in breach of this Agreement where Shred-cols failure to provide service is due to circumstances beyond Shred-cots reasonable control including without limitation to strikes,wars, riots,civil commotion, fires,natural disasters and acts of government. 10. Assignment Customer will not assign this Agreement without the written consent of Shred-co. 11. Jurisdiction:This Agreement is subject to the Laws of the State of Illinois, and contains all agreements and understandings between the parties. The parties have executed this Agreement as of Effective Date shown above. Shred-Co Customer By: By: Print Print: Title: Title: 2 Ammimmlimmommomimmilmol • BlueCross BlueShield Health Insurance Renewal Rates FY 2004/2005 Current RENEWAL Current RENEWAL Current RENEWAL Employee Employee+ Employee Employee % Plan Employee Employee %Change + Spouse Spouse %Change + Children + Children Change HMO $247.94 $267.86 8.03% $519.55 $572.26 10.15% $510.76 $551.01 7.88% PPO $335.10 $388.67 15.99% $702.21 $830.34 18.25% $690.33 $799.53 15.82% Current RENEWAL Plan Family Family %Change HMO $782.38 $855.41 9.33% PPO $1,057.42 $1,241.21 17.38% f A Lannert Group April 27, 2004 Laura Brown Yorkville Parks & Recreation Department 301 E. Hydraulic Street Yorkville, Illinois 60560 Re: Villas at the Preserve (0406) Dear Ms. Brown: I am writing to follow up on our meeting on April 26th. As you will recall, there was some discrepancy as to the amount of land required for dedication. According to the review notes from Mike Schoppe's office the land requirements were 2.4 acres. Our calculations were 1.98 acres. I spoke with Mike today and we came to the conclusion that the dedication requirement is actually 1.98 acres and the 2.4 acres may have been a miscalculation. As was agreed upon last night, Burnside will be making an all cash donation to cover the 1.98 acres and no additional land will be required. We appreciate all the help and input your office and Mike Schoppe's office has given. We look forward to making this a fantastic project for the City of Yorkville. If there is anything you need do not hesitate to call. Bes egards /41'1— //L.-- Matt Nelson MN/cm cc: Mike Schoppe Jeff Hyman LANDSCAPE ARCHITECTURE • PLANNING • COMMUNITY CONSULTING 215 FULTON STREET GENEVA, IL 60134 630 208-8088 FAX 630 208-8050 EMAIL TLG@LANNERT.COM LAND CASH CALCULATIONS Villas at the Preserve 11 Burnside Homes Project Number: 0406 ��,�1�' Lannert Group Filename: costs.xls '� 26-Apr-04 I ��,ll!ll;. Geneva 42- TWO BEDROOM DUPLEX'S (ATTACHED SINGLE FAMILY) AGE.,C:LASSIFICA'�044 iM ti, -" , i � �z_l ... _' ,g....roma Pre-School (0-4 yrs) 42 0.092 3.86 Elementary Grades K-6 (5-11 yrs) 42 0.198 8.32 Junior High Grades 7-8 (12-13 yrs) 42 0.056 2.35 Total Pre K-8 (5-13 yrs) 42 0.346 14.53 High School Grades 9-12 (14-17 yrs) 42 0.074 3.11 Adults (18+ yrs) 42 1.776 74.59 Total Population (two bedroom units) 42 2.196 92.23 42- THREE BEDROOM DUPLEX'S (ATTACHED SINGLE FAMILY) =AGE CLASSI0PATION, Pre-School (0-4 yrs) 42 0.231 9.70 Elementary Grades K-6 (5-11 yrs) 42 0.298 12.52 Junior High Grades 7-8 (12-13 yrs) 42 0.085 3.57 Total Pre K-8 (5-13 yrs) 42 0.614 25.79 High School Grades 9-12 (14-17 yrs) 42 0.103 4.33 Adults (18+ yrs) 42 1.805 75.81 Total Population (three bedroom units) 42 2.522 105.92 TOTAL POPULATION ESTIMATION- 84 DUPLEX UNITS TOTAL AGE CL.ASSIFICATI©N Zia 'ri `' TALP OgLJLATION Pre-School (0-4 yrs) 3.86 9.70 13.57 Elementary Grades K-6 (5-11 yrs) 8.32 12.52 20.83 Junior High Grades 7-8 (12-13 yrs) 2.35 3.57 5.92 Total Pre K-8 (5-13 yrs) 14.53 25.79 40.32 High School Grades 9-12 (14-17 yrs) 3.11 4.33 7.43 Adults (18+ yrs) 74.59 75.81 150.40 Total Population (Entire Project) 92.23 105.92 198.16 TOTAL PARK LAND DEDICATION REQUIRED TOTAL PQFUATIdN44 < = ek ...Y4��t; :aaitCAIZitiAa e4. aT itN d 198.16 10 1,000 1.98 AC DRAWING NAME'.U'.Project Fbs\Adke.bbs\p406\Drawing DYa12-Project Iniktl ntrIsting Contlllbn5F1o0kLt\LANDUSE PEAN.tlwg DATE PRINTED'.Apr 14,2004-521prn z gr „;4. 6 k1 a 1 �' ffi f \ Yk EeYa k liA 4 4. 2'.. --i0, 2. iA Irt3 ROU 71 SUBJECT SITE 4 w. uk +1- 24 AC. y x. , „.•• ..,-.,-•- --- --- '4 ''. ' ‘# etSIrt �. e 0 I. -vA �ti ib 4'4\LEGEND TRANSITIONAL NEIGHBORHOOD INTENT TOE L C RESIDENTIAL ESTABLISH USESA WITHIN A MAMEDIUM-DENSITYSTER PLANNEDRESIDENTIACOSETTINGMMUNITY.INLUDING A MIX OF GROSS RESIDENTIAL DENSITY:226 TO 360 DWELUNG UNITS PER ACRE DESIGN GUIDELINES • SHALL BE DEVELOPED AS PLANNED UNIT DEVELOPMENTS • MAY INCLUDE SINGLE-FAMILY ATTACHED SUB-NEIGHBORHOODS FUNCTIONING A3 A TRANSITION BETWEEN MORE INTENSE NON-RESIDENTIAL USES • PARTICULAR ATTENTION SHOULD BE GIVEN TO PERIPHERY OF DEVELOPMENT TO TRANSITION WITH ADJACENT USES • PROVIDE BICYCLE TRANSPORTATION THROUGH DEVELOPMENT • PROVIDE A VARIETY OF ARCHITECTURAL STYLES • PROVIDE SIGNIFICANT SETBACKS FROM UNIT TO UNIT • MINIMIZE STREET-FACING GAR • PROVIDE SIGNIFICANT USABLE SPACE • LOCATE APPROPRIATE SCHOOL SITES IF REQUIRED • OPEN SPACE,STORM Now WATER MANAGEMENT AREAS,AND LANDSCAPED BERMS SHOULD BUFFER AND TRANSITION DEVELOPMENT INTO SURROUNDINGS Yorkville Comprehensive Plan. Yorkville Landuse Plan. Yorkville, 2003. YORKVILLE LANDUSE PLAN »2004 The LannertGYoupinc. BURNSIDE HOMES mN Lannert Group o 1111111 OWNER/DEVELOPER o /\ Landscape Architecture Planning Community Consulting 630 208-8088 2400 WISCONSIN AVENUE NOT TO SCALE „ 21$FUIIOR Street ( ) DOWNERS GROVE"ILLINOIS 60515 n Fax(6.30)208-8050 Geneva,Illinois 60134 hI1p/twwW tanner.corn (630)515-9999 NORTH rex (630)515-9555(fax)