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Committee of the Whole Packet 2003 02-04-03 f f `,coo cii.` �� ,4 ° United City of Yorkville 4 , 'n County Seat of Kendall County • EST. � `1836 800 Game Farm Road P ( Yorkville, Illinois 60560 1� IQ Phone:630-553-4350 'A + " �� Fax:630-553-7575 �4L.Ewv AGENDA COMMITTEE OF THE WHOLE Tuesday, February 4, 2003 7:00 PM Conference Room Public Hearing: None Presentations: Revised Engineering Agreement with EEI for Water Improvements by Jeff Freeman (See New Business Item No. 1) Old Business: 1. Westbury Village Concept for Rob Roy Creek/Open Space *COW 1/7/03 New Business: 1. Revised Engineering Agreements with EEI for Water Improvements *PW 1/27/03 0 2. Revision to Park and Recreation Ordinance Increasing Number of Members *COW 1/21/03 3. Monthly Police Reports for November and December 2002 *PS 1/23/03 4. Alcohol Ordinance *PS 1/23/03 5. Dog Ordinance *PS 1/23/03 6. Sunflower Estates Unit 3 - Bond Reduction #1 *PW 1/27/03 7. Yorkville Business Center Units 1, 2 & 3 - Letter of Credit Reduction *PW 1/27/03 8. YBSD Easement for Sanitary Sewer River Crossing *PW 1/27/03 9. Van Emmon Street Repairs *PW 1/27/03 10. Water Reports for December 2002 *PW 1/27/03 0 11. Truck Orders *PW 1/27/03 12. Ordinance Vacating Utility Easement on Lot 1, Block 2 in Fox Industrial Park Unit 1 *PW 1/27/03 • Page 2 Committee of the Whole February 4, 2003 New Business (Cont'd): 13. Proposed Soil Erosion & Sedimentation Control Ordinance *PW 1/27/03 14. Human Resource Committee Historical Street Name List *PW 1/27/03 15. Logo for North Water Tower *Mayor 16. Hydraulic Street Sanitary Sewer Engineering Services *Mayor 17. Façade Program Disbursement Requests *Facade Committee 1/29/03 Additional Business: S S UNITED CITY OF YORKVILLE AGENDA • COMMITTEE OF THE WHOLE Tuesday, February 4, 2003 7:00 PM CITY CONFERENCE ROOM STATUS/COMMITTEE: (x.4 Presentation: Revised Engineering Agreement eement with EEI for Water Improvements � P by Jeff Freeman (See New Business Item No. 1) �-c7 6--) .Y/03 p 6 m Ce—e_rs c_2 7/ //x__0< P OB 1. • .. ' 'i age once. ' ' ;; ' ; -- . ! :_• _ ..ce • NB 1. Revised Engineering Agreements eements with EEI for Water Improvements r P c-- NB2. Revision to Park and Recreation Ordinance Increasing Number of Members 2-7// C/61- NB3. Monthly Police Reports for November and December 2002 Vi (/© NB4. Alcohol Ordinance • 4: (_ 4t -s -(1P( NB5. Dog Ordinance A , • li— t�- 2- y_--- 6. Sunflower Estates Unit 3 -Bond Reduction#1 ,,,,-/ ^ _//4)-- 0 f\IP l/ NB7. Yorkville Business Center Units 2, & 3 - Reduction (0 (e? NB8. YBSD Easement for Sanitary Sewer River Crossing 'f l LW (7 — t2 `�c � edO0o-�iSa� aJ NB9. Van Emmon Street Repairsill I.� • ..51C'--1 t--`17c..1 lt,44.-„, £ 1 _(- . t f NB 10. Water Reports for December 2002 C NB11. Truck Orders 4 it ,gi , NB12. Ordinance Vacating Utility Easement on Lot 1, Block 2 in Fox Industrial Park Unit 1 to],) / l/ NB 13. Proposed Soil Erosion& Sedimentation Control Ordinance • s Y • ' C NB 14. Human Resource Committee Historical Street Name List (.240 ,6c( NB 15. Logo for North Water Tower LCz�if (Aj NB 16. Hydraulic Street Sanitary Sewer Engineering Services 2—/fi NB 17. Facade Program Disbursement Requests • Additional Business c 0.S UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer � u Subject: Water System Improvements- evised Engineering Agreement Date: January 22, 2003 Attached find one copy of the proposed new engineering agreement with Engineering Enterprises, Inc. for the several water improvement projects we will need to construct in the next few years. The revised agreement supercedes, rather than amends, the previous • The treatment process was changed from Lime Softening back to Cation Exchange. • Changes to the distribution watermain routes due to the change in treatment plant location. • Additional work is needed in the new south pressure zones. • Construction of a new well to keep up with growth. The original process for water treatment was Cation Exchange, but was changed to Lime Softening due to concerns voiced by Yorkville-Bristol Sanitary District. We have had ongoing discussions with YBSD since then, and they have now agreed to accept the waste from the Cation Exchange process. The Lime Softening plant would have been located on Route 34 east of Tuma Road. The main Cation Exchange plant will be located at the Public Works yard on Tower Lane. The change in location requires different routes and sizes of raw watermains to transport water to the plant, and finished watermains to re-distribute the treated water back to the system. The City Council recently entered into agreements with the developers of The Highlands and Windett Ridge subdivisions regarding water supply. Those agreements obligate the city to construct a water tower and pressure boosting/reducing stations south of Route 71. The attached bar chart shows our ability to meet average day and maximum day demands based on past records, and also projects future growth. A widely accepted standard is to be able to keep up with demands with the largest well out of service. The chart indicates that for maximum day demands we have failed to meet this standard since 1995, and that even with both wells operating we will not be able to keep up with the demand in 2005. The chart also shows that we will be unable to keep pace with average day demands this year if a well went out of service. The new wells proposed for the Grande Reserve development will not be in service for at least a few years, and even then will only be able to serve that development. Proposed Well No. 6 at the new north water will help alleviate the problem in the north pressure zone, but transferring significant amounts of water from there to the new south zone will not be practical. Since it is good design practice to have at least one source of supply in each zone, EEI and I recommend that a well be drilled in the new south pressure zone as soon as possible. The cost of the current and proposed projects are summarized as follows: Item/Task Current Proposed Construction: $16,432,410 $14,803,184 Legal/Loan Admin,/Testing: $ 100.000 $ 145,000 Total Construction& Additional Services: $16,532,410 $14,948,184 Design Engineering: $ 1,157,254 $ 1,027,840 Construction Administration: $ 226,870 $ 247,270 Resident Engineering: $ 587.524 $ 461,404 Total Engineering: $ 1,971,648 $ 1,736,514 Total Project Cost: $18,504,058 $16,684,698 While we realized a significant reduction in cost in the radium compliance work by switching back to Cation Exchange, we added work for the south pressure zones and Well No. 7. The estimated engineering cost for the current project is 12.00% of the construction cost. The estimated engineering cost for the proposed project is 11.73% of the construction cost. Please place this item on the Public Works Committee agenda of January 27, 2003 for consideration. 01/31/2003 15 34 FAX 630 553 5764 DANIEL J. KRAMER 0 002/004 STATE OF ILLINOIS ) Drafted 1/27/03 )ss. COUNTY OF KENDALL ) ORDINANCE 2003- AN ORDINANCE AMENDING TITLE 2,CHAPTER 5, SECTION 1 OF THE YORKVILLE CITY CODE (Board Created; Membership,Terms) WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the Mayor and City Council,has duly considered the recommendations to amend Ordinance No. 2001- 28 concerning the operation of the City Park Board; and WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the Mayor and City Council and Park Board after investigation believes all changes contained in this Amended Ordinance benefit the Citizens of the United City of Yorkville; WHEREAS, THE UNITED CITY YORKVILLE,after careful consideration by the Mayor, City Council and Park Board, has determined that it is in the best interests of the community to amend the Title 2,Chapter 5,Section 1 of the Yorkville City Code to allow the Park Board to consist of seven(7)persons who shall serve as voting members under 65 ILCS 5/11-95-3 (2002); NOW THEREFORE BE IT ORDAINED BY THE UNITED CITY OF YORKVILLE; 1. That Title 2,Chapter 5,Section 1 of the Yorkville City Code is hereby amended to allow the park board to consist of seven(7)members who shall serve as voting members of the Park Board under 65 Illinois Compiled Statutes 5/11-95-3 (2002) of the Illinois Municipal Code. 01/31/2003 15:34 FAX 630 553 5764 DANIEL J. KRAMER 003/004 2. That said amendment is hereby effective upon the date of passage 3. Any Ordinance or parts thereof in conflict with the provisions of this Ordinance are 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 2003. PAUL JAMES MARTY MUNNS RICHARD STICKA MIKE ANDERSON VALERIE BURR 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. 2003. MAYOR PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois this day of _, A.D. 2003. Attest: CITY CLERK 01/31/2003 15 34 FAX 630 553 5764 DANIEL J. KRAMER F 004/004 This Document Prepared by: Law Offices of Daniel J. Kramer 1107A South Bridge Street Yorkville, Illinois 60560 630-553-9500 Yorkville Police Department - Overtime Manhour Utilization Report - January 11, 2003 Date Court Training Relief Details ' Admin Emerg Invest Com Sery Full Time Part Time 05/18/02 2 38.5 33 5 0 0 14.5 0 93 86.5 06/01/02 2 19 46.5 12 10 0 18 12 119.5 165 06/15/02 2 0 45.5 0 3.5 0 47.75 0 98.75 54.75 06/29/02 2 0 55.25 0 3 0 15.5 3 78.75 65.25 07/13/02 8.25 0 67 0 0 0 6 0 81.25 103 07/27/02 2 0 16 0 0 0 6.5 4 28.5 121 08/10/02 2 19 48.5 0 11 0 33 10 123.5 40 08/24/02 4 0 8 0 12 0 25.5 0 49.5 42.5 09/07/02 4 0 11 87 16 0 8 1 127 154.25 09/21/02 6 24 30 2.5 0 0 33 0 95.5 65 10/05/02 4 11 17 25 8.5 0 20.5 20.5 106.5 102.5 10/19/02 6 0 52.75 10 0 0 37.75 11 117.5 30.25 11/02/02 0 0 5 35 0 0 43.25 10.5 93.75 97 11/16/02 3 4 19 2 0 0 38 4 70 176 11/30/02 8 7 19 0 0 0 2.75 13.5 50.25 56.5 12/14/02 6 0 18 18.75 0 0 16 8.5 67.25 93.5 12/28/02 4 1.75 16 4 0.5 0 23.25 13.5 63 48.5 01/11/03 2 0 8 5 0 0 0.5 0 15.5 8.5 0 0 0 0 0 0 0 Totals 67.25 124.25 515.5 206.25'' 64.5 0 389.75 111.5 1479 1510 Percents 5% 8% 35% 14% 4% 0% 26% 8% 100% N/A Prepared by Molly Batterson 1/21/03 Page 1 Yorkville Police Department Offense Report -November 2002 Offense Categories JAN 1 FEB L MAR I APR [ MAY ' JUN l JUL I AUG r SEP 1 OCT 1 NOV , DEC TOTALS Arson 0 0 0 0 0 0 0 0 0 0 0 0 0 Assault 0 0 2 1 2 0 1 1 2 0 0 0 9 Battery 5 6 8 4 7 _. 7 7 9 6 6 7 0 72 Burglary 8 2 5 4 2 20 7 18 9 18 6 0 99 Cannabis Offenses 3 4 2 3 1 1 2 2 1 0 0 0 19 Controlled Substance Offenses 0 0 2 0 0 0 1 0 0 1 0 0 4 Crimes Involving Children 1 0 4 1 1 3 1 3 3 4 1 0 22 Criminal Damage 4 5 6 8 8 15 15 46 11 23 8 0 149 Deceptive Practices 2 3 4 2 1 1 1 3 4 2 3 0 26 Drug Paraphernalia Offenses 2 4 2 5 2 1 1 2 3 1 1 0 24 Firearms Offenses 0 1 0 0 1 0 0 0 0 0 0 0 2 Gambling Offenses 0 0 0 0 0 0 0 0 0 0 0 0 0 Kidnapping 1 1 0 1 1 1 1 0 3 0 0 0 9 ,...: .':�. :� .c ee>" nJ,: � ,... .�. 'S•..�P, .,+sY t t+..:W y.•C.'. �n9 '.�k. ^r! "�4 t •h.A"= I =�Ai w..�-, ...:•. ,,x ,n::.. a,. ..,a, t ., . , � � ..gab! �.M '.,:, .: �, b:.'; ,u ,'.':Cf #� a,= „�rvF nk r a� ..* q� 4ty i_r fat ..z�. n4.? 9, ". a' i ffi. ,�... n1 VII 10 .4,. t ? :.s.,,iN, o u, a41 w n ,�s_ „° ,', l i f r ,.i U � Stat n,J41 @reltCC. �a �� .;;, � ::. ! �....I)r . "�� ...p � ,,'ay,�. ,- _, a. t1 f ,. „, .�; .. . +��,k 13� � �`g t' :{as,.. '�.r�,..�:.. .+i. .::.:.. .,. ,'...�,::-i,...�:7..„,�. .,�;.. . �..d5�l�.twt�een`S.a+�i3..:t� a�+�v..ia�.,e•�>rkartWt,,.63� $. •ai�Y�.rab.de7'�e. '�GR:�c�'.�.. .� 5a� . �.u'bd5&5aaa:z�:..°!y�� rW7+a+r:�'�"� 7g$ wa '�4 �anir�w �'.�.dl�v �,IMR '��G50.i dS^'w�rrM&= Liquor Offenses 0 0 8 0 1 0 0 1 2 0 0 0 12 Murder 0 0 0 0 0 0 0 0 0 0 0 0 0 Robbery 0 0 0 0 0 0 0 0 0 0 0 0 0 Sex Offenses 0 0 0 1 0 0 0 0 0 1 0 0 2 Theft 3 7 8 3 6 11 7 9 13 10 5 0 82 All Other Criminal Offenses 10 10 14 14 6 16 18 14 16 17 20 0 155 Traffic Incidents JAN 1 FEB 1 MAR 1 APR I MAY 1JUN 1 JUL 1 AUG 1 SEP 1 OCT 1 NOV 1 DEC TOTALS Driving Under The Influence 8 3 10 4 12 8 4 3 9 6 4 0 71 License/Registration Violations 24 24 27 22 27 27 38 48 36 18 35 0 326 Seatbelt Citations 17 5 15 10 15 7 26 6 15 1 8 0 125 Seatbelt Warnings 11 6 20 7 8 8 10 4 0 9 11 0 94 Speeding Citations 49 32 47 52 52 39 71 44 21 16 42 0 465 Speeding Warnings 30 31 42 51 41 56 57 51 36 19 62 0 476 Transportation of Alcohol 3 2 7 0 3 2 2 3 3 2 2 0 29 Uninsured Motor Vehicle 24 20 33 21 46 54 59 47 27 20 47 0 398 Total Citations Issued 164 136 189 137 202 174 263 217 136 79 161 0 1858 Total Verbal Warnings Issued 62 70 38 44 40 49 37 71 34 37 30 0 512 Total Written Warnings Issued 253 157 195 280 217 289 352 297 234 167 364 0 2805 Accident Reports Taken JAN I FEB 1 MAR ] APR I MAY 1 JUN 1 JUL 1 AUG 1 SEP 1 OCT 1 NOV 1 DEC TOTALS Hit and Run Accident 3 0 0 0 2 0 2 2 1 3 2 0 15 Property Damage Accident 15 9 15 18 29 23 26 21 24 23 37 0 240 Personal Injury Accident 2 0 2 3 1 3 1 3 4 5 1 0 25 Total Accidents Taken 20 9 17 21 32 26 29 26 29 31 40 0 280 **Unlawf it Visitation Interference is reported under the Kidnapping Section of the Illinois Uniformed Crime Reporting system. The Kidnapping line item includes this offense in its totals. Yorkville Police Department Manhour Report - November 2002 PATROL JAN 1 FEB 1 MAR 1 APR 1 MAY 1 JUN 1 JUL 1 AUG 1 SEP 1 OCT 1 NOV 1 DEC TOTALS Accidents 15.00 4.98 12.05 18.37 19.08 17.70, 20.78` 20.48 21.50 21.37 26.05 x . ` 197.36 Administrative Activity 368.65 384.83 422.25 387.72 590.78; 492.92' 411.40; 417.52 436.83 650.83 502.75 artm 5,066.48 Animal Complaints 2.08 1.40 3.42' 4.22 4.33! 4.08 2.00; 6.50 3.92; 3.17" 3.25 v'' �;; 38.37 Arrest Activity 16.25 18.58 35.08 16.17 23.83 33.25 29.00! 22.33' 26.92 15.42 20.98 - 257.81 Assist Agencies 85.30 115.80 125.48 102.88 87.55 109.58 108.42 147.12 128.47` 110.03 109 68 1-' 1,230.31 Community Relations 27.47 43.75 43.00 69.57 52.53 19.42 21.87 72.83 42.33 41.28i 42.75 NM::: 476.80 Departmental Duties 106.40 94.93 101.25 92.77 92.15 107.17 110.92 84.50 64.75 74.75 74.58 =• w m , ; ; 1,004.17 Investigations 106.17 127.50 86.67 55.42 48.83 117.08 107.33 96.00 90.77: 143.33 106.75 `'.44-!-:::=P,: 1,085.85 Ordinance/Traffic Violations 89.03 73.82 80.00 82.23 65.12 70.98 84.58 85.12 75.58 66.98 71.07 3\1 844.51 Personnel Activity 542.73 542.52. 489.42 455.75, 516.58 500.63 649.88 501.57 409.75 618.25. 649.75 KINC 5,876.83 Preventive Patrol 750.93 627.72 624.15 541.17 596.40 547.43 590.78 702.35 626.62 541.97, 550.83 6,700.35 Public Complaints 37.33 42.20 47.07 60.27 56.78 66.301 63.63 70.87, 57.35 45.28; 45.03 -,--;, -.77,,,t1112,-; `„_ 592.11 Public Services 32.23 27.95 39.27 32.28; 55.57 36.08. 28.57 34.12 35.30 39.20, 20.58 `_ ` ' `' 381.15 Report Activity 93.78 91.12 129.30 84.65 139.95, 172.13 128.07 168.331 148.50 174.83 139.78N i:44, 3, 1,470.44 School Activity 136.50 88.83 98.75 71.00 57.42; 0.00 0.00 58.58 159.58 218.08 14708: „r' ,%!::' 1,035.82 Traffic Activity 205.13 179.50 180.88 231.10 224.27 130.37. 213.93 229.38 251.70 226.50. 301.58,,- . :i'4- 2,374.34 Training 134.92 136.83 58.75 131.83 489.58 110.75 84.00. 34.33 261.75 274.92 160.20 ':4; . : 1,877.86 ADMINISTRATIVE JAN 1 FEB 1 MAR 1 APR 1 MAY 1 JUN 1 JUL 1 AUG 1 SEP 1 OCT 1 'NOV DEC' TOTALS Chief 173.33 173.33 173.33 173.33. 173.33 173.33 173.33`. 173.33; 173.33 173.33; 173.33 ; Yorkville Police Department Offense Report - December 2002 Offense Categories JAN FEB J MAR I;; APR MAI' 1 JUN J JUL I AUG SEP OCT NO:V DEC TOTALS Arson 0 0 0 0 0 0 0 0 0 0 0 0 0 Assault 0 02 1 2 0 1 1 2 0 0 2 11 Battery 5 6 8 4 7 7 7 9.. 6 6 7 7 79 Burglary 8 2 5 4 2 20 7 18 9 18 6 6 105 Cannabis Offenses 3 4 2 3 1 1 2 2 1 0 0 0 19 Controlled Substance Offenses 00 2 0 0 0 1 0 0 1 0 0 4 Crimes Involving Children 1 .. 0 4 :.... 1 1:. 3 1 3 3 4...:... 1 0 22 Criminal Damage 4 5 6 8 8 15 15 46 11 23 8 5 154 Deceptive Practices 2 3 4 2 1 1 1 3 4 2 3 9 35 Drug Paraphernalia Offenses 2 4 2 5 2 1 1 2 3 1 1 0 24 Firearms Offenses 0... 1 0 0 1 0 0 0.. 0 0 0 0 2.:... Gambling Offenses 0 0 0 0 0 0 0 0 0 0 0 0 0 Kidnapping 1 1 0 1 1 1 1 0 3 0 0 0 9 :::::::::::::::. t t#ais9r1 Tatem. .. . .;.:g ..:: i.%.: .::.. ::::..:::.:..:.:::.:.::.::.::.:::g:•::::::::::.:::::::.� ::::::..:: ,.:::. ;:.:::.;:-;;:.:..;-:::<::-:<:::::i4i::::.:::.:.:--,-;::.;:-.;:;.;l;ii:.:;:;.;.:;:;:..;:;.:.;.....;<_ :.;:::=;:::.:<.::-::.;i ::..;:;.;:.;:..::-:i:.;. ;;ii-ei ;;, Liquor Offenses 0 0 8 0 1 0 0 1 2 0 0 0 12 Murder 0 0 0 0 0 0 0 0 0 0 0 0 0 Robbery 0 0 0 0 0 0 0 0 0 0 0 0 0 Sex Offenses 0 00 1 0 0 0 0 0 1 0 0 2 Theft 3 7 8 3 6 11 7 9 13 10 5 6 88 All Other Criminal Offenses 10 10 14 14 6 16 18 14 16 17 20 9 164 Tithe Incidents JANj J Fria l MAR lAPR >( MAI' ! JUN JUL IAUG { SEP 1 OCT NOV DEC TOTALS$, Driving Under The Influence 8 3 10 4 12 8 L 4 3 9 6 4 4 75 License/Registration Violations 24 24 27 22 27 27 38 48 36 18 35 44 370 Seatbelt Citations 17 5 15 10 15 7 26 6 15 1 8 22 147 Seatbelt Warnings 11 6 20 7 8 8 10 4 0 9 11 11 105 Speeding Citations 49 32 47 52 52 39 71 44 21 16 42 50 515 Speeding Warnings 30 31 42 51 41 56 57 51 36 19 62 55 531 :. Transportation of Alcohol 3 2 7 0 3 2 2 3 3 2 2 0 29 Uninsured Motor Vehicle 24 20 33 21 46 54 59 47 27 20 47 43 441 Total Citations Issued 164 136 189 137 202 174 :263 217 136 79 161 209 2067 Total Verbal Warnings Issued 62 70 38 44 40 49 37 71 3437 30! 45 - :. -; 57 .::.:;.:.. Total Written Warnings Issued 253 157 .:•1.95-.:.:-:::-::.28(.) 217 289 352 297234 : 167 364 362 .,..:i:.:116.7-:-.:..:-.:.. Accident Reports Taken JAN FETI 1 MAR : APR isMAV JUN I i.J L AUG;: f :$EP OCT N+ov DEC TOTAL-$ Hit and Run Accident 3 0 0 0 2 0 2 2 1 3 2 0 15 Property Damage Accident 15 9 15 18 29 23 26 21 24 23 37 16 256 Personal Injury Accident 2 0 2 3 1 3 1 3 4 5 1 3 28 Total Accidents Taken 20 . 9 17 21 32.. :26 29 26 29 31 .1..;:::.40-::-:-::11 .:-.'.:.:J9.11:1:.1:-:: 299 **Unlawful Visitation Interference is reported under the Kidnapping Section of the Illinois Uniformed Crime Reporting system. The Kidnapping lane item includes this offense in its totals. Yorkville Police Department Manhour Report - December 2002 PATROL JAN 1 . FEB 1 MAR 1 APR. 1 MAY 1 JUN 1 Jul, 1 AUG I SEP 1 OCT 1 NOV; 1 DEC TOTALS Accidents 15.00: 4.98 12.05 18.37 19.08: 17.70 20.78 20.48 21.50 21.37 26.051: 13.80 211.16 Administrative Activity 368.65'; 384.83 422.25 387.72 590.78: 492.92 411.40 417.52 436.831: 650.83 502.75' 326.80 5,393.28 Animal Complaints 2.08 1.40 3.42 4.22 4.331 4.08 2.00 6.50 3.92: 3.17 3.25 2.33 40.70 Arrest Activity 16.25 18.58 35.08 16.17 23.83: 33.25 29.00 22.33 2692 15.42 20.98 21.67 279.48 Assist Agencies 85.30. 115.80 125.48 102.88 87.55: 10).58 108.42. 147.12 128.47; 110.03 109.68 98.48 1,328.79 Community Relations 27.47'. 43.75 43.00!: 69.57 52.531: 19.42 21.87: 72.83 42.33: 41.28 42.75 42.58 519.38 Departmental Duties 106.40 94.93 101.25 92.77 92.15 107.17 110.92 84.50 64.751; 74.75 74.58 89.43 1,093.60 Investigations 106.17 127.50 86.67 55.42 48.83 117.08 107.33 96.00 90.77: 143.33 106.75 142.92 1,228.77 Ordinance/Traffic Violations 89.03: 73.82 80.00! 82.23 65.12: 70.98 84.58: 85.12 75.58: 66.98 71.07• 83.78 928.29 Personnel Activity 542.731; 542.52 489.42': 455.75 516.58 i 500.63 649.88 501.57 409.75 is 618.25 649.75 698.58 6,575.41 Preventive Patrol 750.93 627.72 624.15: 541.17 596.40: 547.43 590.78: 702.35 626.62'; 541.97 550.83 585.83 7,286.18 Public Complaints 37.33 42.20 47.07 60.27 56.78: 66.30 63.63 70.87 57.35: 45.28 45.03. 44.17 636.28 Public Services 32.23. 27.95 39.27 32.28 55.57 36.08 28.57 34.12 35.30 39.20 20.58 34.38 415.53 Report Activity 93.78 91.12 129.30 84.65 139.95: 172.13 128.07 168.33 148.50 174.83 139.78 129.33 1,599.77 School Activity 136.50 88.83 98.75 71.00 57.42 0.00 0.00 58.58 159.58 218.08 147.08 174.75 1,210.57 Traffic Activity 205.13 179.50 180.88 231.10 224.27 130.37 213.93 229.38 251.70: 226.50 301.58 328.58 2,702.92 Training 134.92 136.83 58.75 131.83 489.58: 110.75 84.00 34.33 261.75: 274.92 160.20 19.17 1,897.03 ADMINISTRATIVE JAN j FEB 1 < MAR 1 APR 1 ;MAY 1 JUN 1 JUL 1 AUG j SEP OCT. 1 NOV :J DEC TOTALS Chief 173.33 173.33 173.33 173.33 173.33': 173.33 173.33 173.33 173.33 173.33 173.331: 173.33 2,080.00 CPAT Officer 173.33: 173.33 173.33 i 173.33 173.331: 173.33 173.33 i 173.33 173.33: 173.33 173.33 173.33 2,080.00 Crossing Guards (In Days) 21.00: 19.00 17.50' 16.00 23.00!. 0.00 0.00: 9.00 38.25: 47.00 36.00: 32.00 258.75 Lieutenant 0.00 0.00 0.00 173.33 173.33 173.33 173.33. 173.33 173.33 173.33 173.33. 173.33 1,559.97 Office Supervisor 173.33 173.33 173.33 173.33 173.33: 173.33 173.33 173.33 173.33. 173.33 173.33 173.33 2,080.00 Records Clerks 296.08: 333.58 265.58: 296.33 300.83: 270.33 288.33 302.33 283.33: 296.33 270.33 263.33 3,466.75 TOTALS 3586.981 3474.841 3379.871 3443.061 ..41.37.911 3499.531-3636,821 3756.591 3856.531 4302.851 3972.351 3825.24 4487241: Yorkville Police Department 2002 Truck Enforcement Summary Ticket Bond Date Time Offense Location Disposition Funds Received Number Taken 01/10/02 12:19 16774 Overweight on Axle Route 47/Ament Road $1,155 Guilty $450.00 01/15/02 12:22 18077 Overweight on Axle Route 47/Main Street $245 Ex Parte $165.00 01/28/02 7:04 18098 Overweight on Registration Route 126/Route 71 $535 Guilty $0.00 01/29/02 12:56 18126 Overweight on Gross Route 71/Country Hills Drive $535 Ex Parte $415.00 18127 Overweight on Registration $350 Ex Parte $140.18 02/05/02 7:37 18131 Overweight on Bridge Route 126/Mill Street $985 Ex Parte $810.00 02/07/02 11:45 18132 Overweight on Bridge Route 47/Amurol Road $245 Stricken $0.00 02/07/02 13:17 18134 Overweight on Axle Route 71/Country Hills Drive $985 Ex Parte $810.00 02/14/02 7:53 18135 Overweight on Axle Route 47/Countryside Parkway $1,240 Ex Parte $1,035.00 02/15/02 9:09 18136 Overweight on Gross Route 47/Beaver Street $1,240 Guilty $1,035.00 02/21/02 9:07 18142 Overweight on Gross Route 47/Countryside Parkway $1,155 Guilty $475.00 02/27/02 9:42 18150 Overweight on Axle Route 47/Greenbriar Drive $245 Ex Parte $165.00 03/08/02 14:07 18309 Overweight on Axle Route 34/McHugh Road $1,240 Guilty $300.00 03/26/02 11:42 18316 Overweight on Gross Route 47/Legion Road $245 Ex Parte $165.00 18785 Overweight on Gross $350 Guilty $154.00 03/28/02 13:07 Route 47/Landmark Avenue 18786 Overweight on Registration $210 Guilty $46.73 04/03/02 15:30 18789 Overweight on Axle Route 34/Route 47 $210 Ex Parte $135.00 04/09/02 10:47 18794 Overweight on Axle Route 47/Ament Road $350 Ex Parte $255.00 16846 Overweight on Axle $2,165 Guilty $1,190.00 05/06/02 8:34 Route 47/Legion Road 16847 Overweight on Registration $581 Guilty $140.18 05/06/02 10:13 16848 Overweight on Gross Route 47/Ament Road $535 Ex Parte $165.00 05/28/02 12:15 16948 Overweight on Bridge Route 47/Landmark Avenue $590 Ex Parte $165.00 05/28/02 13:00 18380 Overweight on Bridge Route 47/Fox Street $1,070 Stricken $0.00 05/31/02 9:04 16950 Overweight on Gross Route 34/Tuma Road $1,325 Guilty $723.00 06/12/02 10:30 18392 Overweight on Tandem Route 34/Route 47 _ $350 Guilty $255.00 Report Last Updated 1/8/03 at 10:28 AM Page 1 of 3 Authored by Molly Batterson, Office Supervisor Yorkville Police Department 2002 Truck Enforcement Summary Ticket Bond Date Time Offense Location Disposition Funds Received Number Taken 06/14/02 8:47 17652 Overweight on Gross Route 71/Route 47 $1,490 Ex Parte $1,255.00 06/17/02 6:48 17653 Overweight on Gross Route 47/Route 71 $245 Ex Parte $165.00 06/20/02 13:15 18398 Spilling Load on Highway Route 47/Route 126 $75 Guilty $16.00 17658 Overweight on Gross $3,095 Guilty $1,031.46 06/21/02 12:50 304 River Street 17659 Overweight on Registration $581 Guilty $532.42 06/27/02 9:34 17660 Overweight on Axle Route 34/Cannonball Trail $350 Ex Parte $255.00 17662 Overweight on Axle $1,240 Guilty $685.00 07/01/02 8:25 Route 71/Country Hills Drive 17663 Overweight on Registration _ $985 Guilty $295.93 07/05/02 11:06 17668 Overweight on Bridge Route 47/Greenbriar Drive $985 Ex Parte $810.00 , 07/08/02 9:58 17672 Overweight on Axle Route 34/Diehl Farm Road $350 Ex Parte $255.00 07/11/02 10:44 17303 Overweight on Axle Route 47/Center Street $210 Ex Parte $135.00 17199 Overweight on Registration $842 Supervision $235.41 07/24/02 13:45 Route 47/Greenbriar Drive 17200 Overweight on Axle $535 Supervision $262.00 07/29/02 8:15 17318 Overweight on Registration Route 71/Candlebeny Lane $535 Ex Parte $222.50 08/02/02 8:48 17323 Overweight on Axle Route 47/Beaver Street $1,325 Guilty $723.00 08/08/02 8:09 17480 Overweight on Axle Route 34/Marketplace Drive $535 Ex Parte $415.00 17486 Overweight on Gross $1,070 Guilty $573.00 08/12/02 10:02 Route 47/Route 71 17487 Overweight on Registration $590 Stricken $0.00 08/13/02 8:25 17488 Overweight on Registration Route 47/Landmark Avenue $210 Ex Parte $77.88 08/13/02 13:12 17489 Overweight on Gross Route 71/Country Hills Drive $985 Guilty $380.00 08/15/02 8:19 17493 Overweight on Axle Route 126/Route 71 $395 Guilty $295.00 08/27/02 11:53 17560 Overweight on Axle Route 47/Van Emmon Road $590 Ex Parte $465.00 10/22/02 12:35 17931 Overweight on Gross Route 47/Route 126 $1,915 Guilty $1,630.00 11/21/02 9:00 17820 Overweight on Gross Route 47/Amurol Road - $395 Pending $0.00 Report Last Updated 1/8/03 at 10:28 AM Page 2 of 3 Authored by Molly Batterson, Office Supervisor Yorkville Police Department 2002 Truck Enforcement Summary Date Time Ticket Offense Location Bond Disposition Funds Received Number Taken 11/27/02 12:32 18456 Overweight on Axle Route 47/Beaver Street $350 Pending $0.00 12/06/02 8:58 18472 Overweight on Axle Route 71/Route 126 $395 Pending $0.00 12/06/02 13:25 18474 Overweight on Axle Route 47/Route 126 $395 Pending $0.00 12/11/02 11:52 18576 Overweight on Bridge Route 47/Route 71 $1,070 Pendin! $0.00 12/12/02 7:17 18577 Overweight on Gross Route 47/Fox Street $1,155 Pending $0.00 18578 Overweight on Registration _ $985 Pending $0.00 _ Totals For Bond Taken and Fines Received After Court Costs - 2002 $42,014 N/A $19,908.69 Totals For Bond Taken and Fines Received After Court Costs - 2001 $56,232 N/A $30,226.86 Totals For Bond Taken and Fines Received After Court Costs - 2000 $25,815 N/A $13,026.43 Running Total $124,061 N/A $63,161.98 Report Last Updated 1/8/03 at 10:28 AM Page 3 of 3 Authored by Molly Batterson, Office Supervisor 0401{OUq RG tc° Y . ^ j1i I1� 1.t� 0 6 203 \,,R, fI1 4,i v "olt,,, V YORKVILLE POLICE DEPARTMENT CHIEF OF POLICE 804 Game Farm Road Phone (630) 553-4340 Harold O.Martin III Yorkville,Illinois 60560 Fax (630) 553-1141 Date: January 6, 2003 To: Chief Harold 0. Martin III From: S/Sergeant Ron Diederich Reference: Monthly Mileage Report During the month of November 2002, the Yorkville Police Department logged a total of 16,708 miles. Individual miles are: Monthly Current - Reassign/ Squad Vehicle Squad Usage MilesMiles Replace Date M-1 2001 Ford Crown Victoria Patrol 494 42,730 t 2004/2005 M-2 1996 Chevrolet Caprice Admin. 483 126,490 2003/2004 M-3 1998 Ford Crown Victoria Patrol/Support 525 110,904 2005/2006 M-4 2002 Chevrolet Impala Patrol 2,013 7;905 2005/2006 M-5 1998 Ford Crown Victoria Lieutenant 1,095103,636 , 2003/2004 M-6 2003 Chevrolet Impala Chief 445 3,358. 2007/2008 M-7 2001 Ford Crown Victoria Patrol 3,153 52,430 2004/2005 M-8 M-9 2000 Ford Crown Victoria Patrol 1,058 46,008 2004/2005 M-10 1991 Ford Thunderbird DARE 812 1195 508 2004/2005 M-11 2003 Ford Crown Victoria Patrol 2,370 13,158 : 2005/2006 M-12 1999 Ford Expedition Patrol/Support 975 29,251 2009/2010 M-13 2001 Ford Crown Victoria K-9 867 22,400 2010/2011 M-14 2003 Ford Crown Victoria Patrol 2,418 16,367 - 2005/2006 Total miles for 2002 were 170,955. COPE`•"kit 1{OUA♦Gf` .� 12-03-02 15 : 17 RCVD \„......._ f. \v, T YORKVILLE POLICE DEPARTMENT CHIEFOF POLICE 804 Game Farm Road Phone (630) 553-4340 Harold O.Martin III Yorkville,Illinois 60560 Fax (630) 553-1141 Date: December 3, 2002 To: Chief Harold 0. Martin III From: S/Sergeant Ron Diederich Reference: Monthly Mileage Report During the month of November 2002, the Yorkville Police Department logged a total of 14,230 miles. Individual miles are: Squad Vehicle Squad Usage Monthly Current Reassign/ Miles Miles Replace Date M-1 2001 Ford Crown Victoria Patrol 316 42,236 2004/2005 M-2 1996 Chevrolet Caprice Admin. 534 126,007 .' 2003/2004 M-3 1998 Ford Crown Victoria Patrol/Support 421110,379 ' 2005/2006 M-4 2002 Chevrolet Impala Patrol 1,532 •5,892 2005/2006 M-5 1998 Ford Crown Victoria Lieutenant 291 102,541 2003/2004 M-6 2003 Chevrolet Impala Chief 438 2,913 2007/2008 M-7 2001 Ford Crown Victoria Patrol 1,827 49,277 2004/2005 M-8 M-9 2000 Ford Crown Victoria Patrol 1,073 44,950 2004/2005 M-10 1991 Ford Thunderbird DARE 236 118,696 2004/2005 M-11 2003 Ford Crown Victoria Patrol 2,571 10,788 . 2005/2006 M-12 1999 Ford Expedition Patrol/Support 910 28,276 2009/2010 M-13 2001 Ford Crown Victoria K-9 1,273 21,533 2010/2011 M-14 2003 Ford Crown Victoria Patrol 2,808 13,949 2005/2006 01/23/2003 10:05 FAX 630 553 5764 DANIEL J. KRAMER 1 002/008 STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) ORDINANCE NO.2003- AN ORDINANCE AMENDING TITLE 3,CHAPTER 3 ARTICLE 12 SECTION(A)(1) OF THE LIQUOR CONTROL ORDINANCE OF THE UNITED CITY OF YORKVILLE WHEREAS, the Mayor and City Council of the UNITED CITY OF YORKVILLE have considered modification and amendment to Title 3,Chapter 3,Article 12, Section(A)(1)of the City Code providing for liquor control within the limits of the UNITED CITY OF YORKVILLE; and WHEREAS,hearings have been held before the City Council and Public Safety Committee, due consideration given by the City Council sitting as a Committee of the Whole, and by the City Council and Staff of the City regulating the sale of alcohol within City limits; and WHEREAS the City recognizes that the Illinois State Statutes prohibit the sale,purchase, possession, and consumption of any alcoholic beverage by persons under the age of 21 years; and WHEREAS the City has determined that in order to prevent persons from obtaining alcoholic liquors from retail establishments after the hours of sale as permitted under City Ordinance or State Law,all areas where alcoholic liquors are stored or available for purchase shall be cordoned off by physical barriers or locked; and WHEREAS,all of said advisory bodies consider it to be necessary and in the best interests of the City to amend the existing Liquor Control Ordinance of the UNITED CITY OF YORKVILLE: NOW THEREFORE be it Ordained by the UNITED CITY OF YORKVILLE that Title 3, 1 01/29/2003 105 FAX 630 553 5764 DANIEL J. KRAMER 003/008 0. Chapter 3, Article 12, Section(A)(1)of the City Code is Amended as follows: 1. Section 3-3-12(A)(1) shall be amended as follows: A. Hours of Sale: 1. All areas within the licensed premises shall be cleared of customers and the general public and shall be cordoned off by physical barriers or locked during the time sales are not permitted,and no person, other than the licensee or his employees and agents,shall be permitted within the areas of such premises where alcoholic liquor is stored, shelved or kept during such time and then only for • the purpose of cleaning,preparing and arranging stock,and all such areas where alcoholic liquors are stored, shelved or kept shall be secured by physical barriers or lock from the public and it shall be unlawful for any licensee to sell or offer for sale at retail any alcoholic liquor in the City except as permitted for the following hours; IN WITNESS WHEREOF,this Ordinance has been enacted this day of 2003. PAUL JAMES MARTY MUNNS RICHARD STICKA MIKE ANDERSON VALERIE BURR 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. 2003. MAYOR PASSED by the City Council of the United City of Yorkville,Kendall County,Illinois this 2 01/29/2003 10.05 FAX 630 553 5764 DANIEL J. KRAMER L 004/008 _day of_ , A.D. 2003. Attest: CITY CLERK This Document Prepared by: Law Offices of Daniel J. Kramer 1107A South Bridge Street Yorkville, IIlinois 60560 630-553-9500 3 01/29/2003 10 05 FAX 630 553 5764 DANIEL J. KRAMER [2005/008 STATE OF ILLINOIS ) ) ss COUNTY OF KENDALL ) ORDINANCE NO.2003- AN ORDINANCE AMENDING TITLE 3,CHAPTER 3 ARTICLE 4 SECTION (B) OF THE LIQUOR CONTROL ORDINANCE OF THE UNITED CITY OF YORKVILLE TO ALLOW SAMPLING AND/OR TASTING OF ALCOHOLIC LIQUORS BY CLASS A LIQUOR LICENSE HOLDERS WHEREAS, the Mayor and City Council of the UNITED CITY OF YORKVILLE have considered modification and amendment to Title 3, Chapter 3, Article 4, Section (B) of the City Code providing for liquor control within the limits of the UNITED CITY OF YORKVILLE; and WHEREAS,hearings have been held before the City Council and Public Safety Committee, due consideration given by the City Council sitting as a Committee of the Whole, and by the City Council and Staff of the City regulating the sale of alcohol within City limits; and WHEREAS the City has determined it to be in the best interests of the community and its economy, as well as for the benefit of the current and future license holders and amend the Uses Permitted provision of the Liquor Ordinance to allow the sampling and/or tasting of alcoholic liquors by Class A Liquor License Holders; and WHEREAS,the purpose of restricting-the types of activities which may occur on the premises of a liquor license holder in the City,is to prevent any secondary effect these activities may have on the community as a whole, including but not limited to, crime, disorderly conduct and juvenile delinquency; and 1 01/29/2003 10 05 FAX 630 553 5764 DANIEL J KRAMER IZ 006/006 NOW THEREFORE be it Ordained by the UNITED CITY OF YORKVILLE that Title 3, Chapter 3, Article 4, Section(B)of the City Code is Amended to include the following paragraph; 1. Section 3-3-4(B)shall be amended to add the following paragraph: A holder of a class Al through A4 license may furthermore be permitted to allow the sampling and/or tasting of the products being sold subject to the following restrictions: a. The administration of such sampling and/or tasting shall be done under the supervision of a department manager or facility manager;and the actual serving shall be done only by a person over the age of 21 years; and b. The sampling and/or tasting, consumption, or possession of any alcoholic liquor by any person under the age of 21 years is strictly prohibited,and the server of such sample and/or taste will bear the responsibility of enforcing such prohibition; and c. The sampling and/or tasting may not be offered more than two times a week and shall not exceed six hours for each day of such sampling and/or tasting; and d. Sampling and/or tasting must occur in a single designated location,multiple locations are strictly prohibited; and e. The samples and/or tastes shall be limited to two ounces or less of beer and/or wine; and f. The number of products to be sampled or tasted on any one day shall be limited to three or less. IN WITNESS WHEREOF,this Ordinance has been enacted this day of 2 01/29/2003 10 05 FAX 630 553 5764 DANIEL J. KRAMER 007/009 2003. PAUL JAMES MARTY MUNNS RICHARD STICKA MIKE ANDERSON VALERIE BURD ROSE SPEARS LARRY KOT JOSEPH BESCO APPROVED by me,as Mayor of the United City of Yorkville,Kendall County,lllinois,this day of , A.D. 2003. MAYOR PASSED by the City Council of the United City of Yorkville,Kendall County,Illinois this day of_ ,A.D. 2003. Attest: _ CITY CLERK 3 01/29/2003 10 05 FAX 630 553 5764 DANIEL J KRAMER Ci00B/009 This Document Prepared by: Law Offices of Daniel J. Kramer 1107A South Bridge Street Yorkville, Illinois 60560 630-553-9500 4 01/23/2003 11 . 12 FAX 630 553 5764 DANIEL J. KRAMER Q 002/009 STATE OF ILLINOIS ) January 23, 2003 ) ss COUNTY OF KENDALL ) ORDINANCE NO. 2003- AN ORDINANCE AMENDING TITLE 5, CHAPTER 2 OF THE POLICE REGULATIONS ORDINANCE OF THE UNITED CITY OF YORKVILLE WHEREAS, the Mayor and City Council of the UNITED CITY OF YORKVILLE have considered modification and amendment to Title 5,Chapter 2 of the City Code providing for canine control within the limits of the UNITED CITY OF YORKVILLE; and WHEREAS,hearings have been held before the City Council and Public Safety Committee, due consideration given by the City Council sitting as a Committee of the Whole, and by the City Council and Staff of the City regulating canine control within City limits; WHEREAS,all of said advisory bodies consider it to be necessary and in the best interests of the City to amend the existing Police Regulations Ordinance of the UNITED CITY OF YORKVILLE: NOW THEREFORE be it Ordained by the UNITED CITY OF YORKVILLE that Title 5, Chapter 2 of the City Code is Amended as follows: 5-2-1: DEFINITIONS: As used in this Chapter, the following words and terms shall have the meanings ascribed to them in this section: Dog: All members of the canine family. At Large: Any dog or other animal shall be deemed to be at large when it 1 01/23/2003 11 : 12 FAX 630 553 5764 DANIEL J. KRAMER Z003/009 is off the property of its owner and not under the control of a responsible person, or on the property of his owner and neither under the control of a responsible person nor under restraint. Fierce Dog: Any dog that has bitten one or more persons shall be classified as a fierce dog. Inoculation Against Rabies:The injection, subcutaneously or otherwise, as approved by the Department of Agriculture of the State of Illinois, of canine anti-rabic vaccine approved by the Illinois Department of Agriculture. Other Animal: Refers to domestic animals commonly kept as pets other than dogs and other than the animals set forth in Section 15. Includes without limitation cats. Owner: Owner or keeper of a dog or other animal means a person having a right of property in a dog or other animal, or who keeps or harbors a dog or other animal, or who has a dog in his or her care or who acts as its custodian, or who knowingly permits a dog to remain on or about any premises occupied by him. Restraint: A dog or other animal is under restraint if it is confined by a fence of sufficient height and security(which may be an electronic invisible fence system) to prevent it from leaving the area so encompassed, on a leash under the control of a responsible person, or on a leash securely fastened to an inanimate object and of a length which prevents it from leaving the property of its owner or keeper. Stray Dog: A dog which does not have a sturdy collar with a license or 2 01/23/2003 11 12 FAX 630 553 5764 DANIEL J. KRAMER e004/009 owner's identification tag affixed thereto. 5-2-2: ANIMAL CONTROL OFFICER: The Mayor,with the advice and consent of the City Council, shall have the authority to appoint an Animal Control Officer and an assistant Animal Control Officer whose duties shall be the enforcement of this Chapter. 5-2-3: RABIES INOCULATION: It shall be unlawful to permit any dog which is not inoculated against rabies to be owned or maintained in the City. 5-2-4: COLLAR AND TAGS: It shall be unlawful to maintain a dog, regardless of the age of the dog, without a collar or harness with a suitable tag bearing the inscription of the name, address and phone number, if any, of the owner of keeper of the dog, within the City. 5-2-5: RUNNING AT LARGE: It shall be unlawful to permit any dog to run at large, with or without a tag fastened to its collar, with the corporate limits of the City. Any dog found upon any public street, sidewalk, alley or any unenclosed place shall be deemed running at large unless the dog is firmly held on a leash or is in an enclosed vehicle. 5-2-6: DISTURBING THE PEACE;NUISANCE: Any dog or other animal within the corporate limits of the City which shall be barking, biting, howling,whining or in any other manner disturbing the quiet of or becoming a source of annoyance to any person or persons whatsoever, is hereby declared a nuisance, and upon complaint being made to the City Animal Control Officer or his/her assistant or City Police Department, or upon a citizen signing a written complaint with the Police Department, said Animal Control Officer or the City police shall thereafter notify the owner or person having the 3 01/23/2003 1 1. 12 FAX 630 553 5764 DANIEL J KRAMER gj005/009 possession of such dog, or the owner or occupant of the premises on which such dog may be kept, and the person so notified shall immediately upon receipt of such notice abate such nuisance. 5-2-7: RESISTING OR INTERFERING WITH OFFICERS: It shall be unlawful for any person to molest,resist, interfere with, hinder or prevent any police officer or Animal Control Officer, or person in the discharge of the duties or powers conferred upon them by this Chapter. 5-2-8: DOG WASTE: It shall be unlawful for any Owner to allow a dog to defecate on private property, without permission of the property owner, any public street, sidewalk or park without properly disposing of such waste in a trash receptacle. 5-2-9: FIERCE DOGS; NUISANCES: A. Any fierce dog running at large in the streets or public places of the City or upon private premises of any other person not the Owner, shall be taken up and impounded in the manner provided by this Ordinance for the impounding of dogs; provided, however, that if a fierce dog found at large cannot be safely taken up and impounded, that dog may be slain by any City Police Officer. B. Any dog or other animal which may continually disturb the quiet of any person's or neighborhood's property, or shall destroy or in any manner injure any animal, plant, shrub, or other property not on the premises of its owner or keeper, is declared to be a nuisance. Any dog or other animal which is a nuisance, and any fierce dog, shall be taken up and impounded 4 01/23/2003 11 12 FAX 630 553 5764 DANIEL J. KRAMER (1006/009 and may be redeemed or disposed of in a manner provided for under this Ordinance; except, any fierce dog which has bitten more than one person shall be humanely destroyed. 5-2-10: IMPOUNDMENT AND REDEMPTION PROCEDURES: A. IMPOUNDMENT: Any dog found upon any public street or highway running at large shall be impounded by the Police Department and shall be boarded at the place or places from time to time designated by the Animal Control Officer. If such dog shall not have been redeemed within five (5) days after being impounded, it shall be disposed of in the manner prescribed by Subsection E hereof B. NOTICE OF IMPOUNDMENT: Upon confinement and impoundment,the Animal Control Officer or the Police Department shall notify the owner, if known,by telephone or mail,of such impoundment,and shall cite the Owner of the dog to answer charges of violation of this Ordinance. C. ADOPTION AND REDEMPTION OF DOGS: FEES: If the owner of any dog impounded hereinunder is unknown, such dog shall be boarded for a period of five (5) days, and thereafter, if no claim has been made for such dog, shall be disposed of in accordance with Subsection E;or released to any person desiring to adopt said dog upon payment of a fee to be specified by the Animal Control Officer, but in no event to exceed the sum of Twenty Dollars($20.00),plus a release fee of Five Dollars ($5.00) for rabies shots, and a pickup fee of Ten Dollars ($10.00), together with the sum of Five 5 01/23/2003 11 . 13 FAX 630 553 5764 DANIEL J. KRAMER Q1007/003 Dollars($5.00)per day for each day said dog has been impounded by the City Police Department or Animal Control Officer; said fees to be paid during normal business hours at the Yorkville Police Department. D. UNCLAIMED ANIMALS: Efforts shall be made hereunder to find suitable homes for any unclaimed animals or animals whose owners are unknown, either directly by the Animal Control Officer or with the assistance of the Animal Welfare League. E. METHOD OF DESTRUCTION: Whenever it shall become necessary to destroy any dog, the method of destruction shall accord with the latest accepted practices by a licensed veterinarian or physician. 5-2-11: VIOLATIONS AND PENALTIES: Any person or owner who shall violate this Chapter shall be considered the Offender hereunder: A. No fine shall be imposed upon the first violation on any offender hereunder within any twelve (12) month period so long as said offender pays the Ten Dollars($10.00)pickup fee and the daily boarding charge made in Subsection 5-2-10(C) herein during normal business hours at the Yorkville Police Department. B. In the event a subsequent offense occurs during a twelve (12)month period by the same offender, said subsequent offense shall carry a fine of Twenty- five Dollars ($25.00),in addition to a pickup fee of Ten Dollars($10.00)and the daily boarding charge. C. In the event of a third offense within any twelve (12) month period by the 6 01/23/2003 1 1. 13 FAX 630 553 5764 DANIEL J KRAMER F0008/009 same offender, said offense shall carry a fine of Fifty Dollars ($50.00), in addition to a pickup fee of Ten Dollars ($10.00) and the daily boarding charge. D. In the event of a fourth offense and any succeeding number of violations within any twelve(12)month period by the same offender, each said offense shall carry a fine of One Hundred Dollars($100.00), in addition to a pickup fee of Ten Dollars ($10.00) and the daily boarding charge. 5-2-12: REPEALER: All ordinances or parts of ordinances conflicting with any of the provisions of this ordinance shall be and the same are hereby repealed. 5-2-13: SEVERABILITY: If any section, subsection,sentence, clause,phrase or portion of this ordinance is for any reason held invalid or unconstitutional by any court of competent jurisdiction,such portion shall be deemed a separate,distinct,and independent provision,and such holding shall not affect the validity of the remaining portions hereof. 5-2-14: EFFECTIVE DATE: This ordinance shall be in effect from and after its passage, approval and publication in pamphlet form as provided by law. IN WITNESS WHEREOF,this Ordinance has been enacted this day of 2003. MIKE ANDERSON JOSEPH BESCO VALERIE BURR PAUL JAMES LARRY KOT MARTY MUNNS ROSE SPEARS RICHARD STICKA 7 01/23/2003 11 . 13 FAX 630 553 5764 DANIEL J. KRAMER ()009/009 APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of , A.D. 20 MAYOR PASSED by the City Council of the United City of Yorkville, Kendall County, Illinois this day of , A.D. 20 . Attest: CITY CLERK Prepared by: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 630.553.9500 8 UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer - Ute_ Subject: Sunflower Estates Unit 3 — d Re uction No. 1 Date: December 31, 2002 Attached find a request from Inland to reduce the bond for Sunflower Estates Unit 3. I have reviewed the request and concur with two exceptions. Those exceptions are: • The street light poles have been set, but cable has not been run to the rear of the lots. I recommend that we give credit for only half the engineer's estimate of this item. • Recently we have begun reducing bonds/letters of credit to 15% of the engineer's estimate of cost for items substantially complete. I recommend that the bond for Sunflower Estates Unit 3 be reduced to $188,093.56. A summary of the bond status is as follows: Original Bond Amount: $622,501.39 Previous Reductions: $ 0.00 This Reduction: $434,407.83 Remaining Amount: $188,093.56 Please place this item on the January 27, 2003 Public Works Committee agenda for consideration. Cc: Ken Jernberg, Inland Real Estate Development Corp. 31-Dec-02 Letter of Credit/Bond Reduction Subdivision: Sunflower Estates- Unit 3 Reduction No. 1 LOC/Bond Approved Original Substantially complete Amount to remain Item Eng. Est. Letter of Credit prior to Red. No.1 after Red. No. 1 San. Sewer $105,844.00 $116,428.40 $105,844.00 $15,876.60 Watermain $92,574.00 $101,831.40 $92,574.00 $13,886.10 Storm Sewer $103,392.00 $113,731.20 $103,392.00 $15,508.80 Pavement $167,550.60 $184,305.66 $144,911.40 $46,639.83 Street Lighting $18,900.00 $20,790.00 $9,450.00 $11,812.50 Erosion Control $2,200.00 $2,420.00 $1,100.00 $1,375.00 Miscellaneous $75,449.75 $82,994.73 $0.00 $82,994.73 Totals $565,910.35 $622,501.39 $457,271.40 $188,093.56 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. Inland Real Estate Development Corporation 0 2901 Butterfield Road Ft Oak Brook,Illinois 60523 3 630-218-8000 Fax:630-954-5673 ? o www.inlandgroup.com/ired December 11, 2002 Joe Wywrot City of Yorkville • 800 Game Farm Road Yorkville, IL 60560 RE: Sunflower Estates, Unit 3 Yorkville, IL Bond No. B21867156 Dear Joe: Enclosed is a copy of Cemcon's Engineer's Opinion of Probable Construction Costs with the improvements completed to date and a summary of our bond amounts, we would like to reduce the bond at this time. Please process the necessary paper work and present it to the City Council for approval. If you need any further information please contact me at 630-218- 8000, Ext. 5431. Sincerely, INLA II REAL ESTATE DEVELOPMENT CORPORATION Ken Je .erg Construction ManageI KJ/mlr Enclosures Cc: Matt Fiascone REAL ESTATE DEVELOPMENT SPECIALISTS Bond Reduction Subdivision Name: Sunflower Estates - Unit 3 Reduction No. 1 Bond No. B21867156 Approved Original amount Substantially complete Bond amt. to remain Item Ena. Est. for Bond prior to Red. No. 1 after to Red. No. 1 Sanitary Sewer $105,844.00 $116,428.40 $105,844.00 26,461.00 Watermain $92,574.00 $101,831.40 $92,574.00 23,143.50 Storm Sewer $103,392.00 $113,731.20 $103,392.00 25,848.00 Pavement $167,550.60 $184,305.66 $144,911.40 61,130.97 Street Lighting $18,900.00 $20,790.00 $18,900.00 4,725.00 Erosion Control $2,200.00 $2,420.00 $1,100.00 1,485.00 Miscellaneous $75,449.75 $82,994.73 $0.00 82,994.73 Totals $565,910.35 $622,501.39 $466,721.40 $225,788.20 UNITED CITY OF YORKVILLE To: Tony Graff, City Administrato From: Joe Wywrot, City Engineer Subject: Yorkville Business Center Bond edu ion Requests Date: January 2, 2003 Attached find a request from Inland to reduce the bonds for Units 1, 2, and 3 of Yorkville Business Center. I have reviewed the request and recommend the following reductions: Unit 1 Unit 1 was accepted for maintenance by the city in 1998. The bond Inland is referring to is actually for Lot 1 in Unit 1, which was supposed to be a multi-tenant building located just south of the detention basins along Route 47. The plans for this project were approved in 2000, but the project is not yet built. I recommend that the bond not be reduced. Unit 2 The amount of the bond for Unit 2 was agreed to by the city in the summer of 2000 before the plans were submitted for review. Siebert's preliminary cost estimate at that time was $162,655, which was increased by 15% (resulting-in the approximate total of$187,100) hoping to cover any increases that might occur before the plans were approved. The plans were approved in May 2001 and had a corresponding cost estimate of$876,072.50. I recommend that we use the true cost estimate when considering any reductions to the bond. Based on that estimate and the work completed to date, we could reduce the bond to $174,267.28, which corresponds to a reduction of$12,832.72. A summary of the bond status is as follows: Original bond amount: $187,100.00 Minus previous reductions: $ 0.00 Minus this reduction: $ 12,832.72 Remaining bond amount: $174,267.28 Unit 3 This is the second reduction request for Unit 3. Since that time the only major work item completed was the excavation of the detention basin. Based on that work, I recommend a bond reduction to $147,336.35, which corresponds to a reduction of$210,538.98. A summary of the bond status is as follows: Original bond amount: $777,294.65 Minus previous reductions: $419,419.32 Minus this reduction: $210,538.98 Remaining bond amount: $147,336.35 Please place this item on the Public Works Committee agenda of January 27, 2003 for consideration. Cc: Ken Jernberg, Inland Real Estate Development Corp. i Inland Real Estate Development Corporation Q 2901 Butterfield Road 2 Oak Brook,Illinois 60523 5 630-218-8000 Fax:630-954-5673 Z a www.inlandgroup.com/ired • December 11, 2002 Joe Wywrot City of Yorkville 800 Game Farm Road Yorkville, ILt 60560 - RE: Yorkville Business Center Dear Joe: Enclosed is a summary of the improvements completed at Yorkville Business Center, Units 1,2,and 3. We are requesting to have the three bonds reduced for the amounts shown on the summary. Please process the necessary paper work and present it to the City Council for approval. If you need any further infoiluation please contact me at 630-218-8000, Ext. 5431. Sincerely, INLAND AL ESTATE DEVELOPMENT CORPORATION Ken Jemberg Construction Manag KJ/mlr Enclosures Cc: . Matt Fiascone REAL ESTATE DEVELOPMENT SPECIALISTS Bond Reduction Date: 12/10/2002 Subdivision Name: Yorkville Business Center-Unit 1 Reduction No. 2 Bond No. 8E929573 Approved Original amount Substantially complete Bond amt. to remain Item Enq. Est. for Bond prior to Red. No. 2 after to Red. No. 2 Sanitary Sewer Storm Sewer $138,250.00 $159,000.00 $138,250.00 $34,562.50 Watermain Subdivision Name: Yorkville Business Center- Unit 2 Reduction No. 2 Bond No. BE929572 Approved Original amount Substantially complete Bond amt. to remain Item Eng. Est. for Bond prior to Red. No. 2 after to Red. No. 2 Sanitary Sewer Watermain $162,655.00 $187,100.00 $151,918.00 * $49,790.20 Streets *=Surface course is$10,737 Subdivision Name: Yorkville Business Center- Unit 3 Reduction No. 2 Bond No. 8E0949646 Approved Original amount Substantially complete Bond amt. to remain Item Eng. Est. for Bond prior to Red. No. 2 after to Red. No. 2 Earthwork $18,847.50 $20,732.25 $18,847.50 4,711.88 Sanitary Sewer $0.00 $0.00 $0.00 0.00 Watermain $65,833.00 $72,416.30 $65,833.00 16,458.25 Storm Sewer $245,409.00 $269,949.90 $245,409.00 61,352.25 Pavement $206,862.50 $227,548.75 $169,325.00' 83,622.50 Pond Embankment $169,679.50 $186,647.45 $169,679.50 42,419.88 Totals $706,631.50 $777,294.65 $669,094.00 $208,564.75 L. 2-Jan-03 Letter of Credit/Bond Reduction Subdivision: Yorkville Business Center- Unit 2 Reduction No. 1 Theoretical Substantially LOC/Bond Approved Original amount Complete Prior Amount to remain Item Ena. Est. for LOC/Bond to Red. No.1* after Red. No.1 San. Sewer $322,180.00 $354,398.00 $302,180.00 $67,327.00 Watermain $68,571.00 $75,428.10 $68,571.00 $10,285.65 Storm Sewer $174,817.50 $192,299.25 $174,817.50 $26,222.63 Pavement $130,906.00 $143,996.60 $110,471.50 9,048.68 Earthwork $179,598.00 $197,557.80 $174,920.50 $31,383.33 Totals $876,072.50 $963,679.75 $830,960.50 $174,267.28 Notes: 1) LOC/Bond amt. to be 15% of subsantially completed items plus 110% of uncompleted items. *Work not completed: a) $20,000 for lift station b) $11,184.50 for tack coat& surface course c) $3750 for street lights d) $4500 for sidewalk e) $1000 for parkway trees f) $2400 for berm seeding g)$2277.50 for parkway restoration 2-Jan-03 Letter of Credit/Bond Reduction Subdivision: Yorkville Business Center- Unit 3 Reduction No. 2 LOC/Bond Approved Original amount Substantially complete Substantially complete Amount to remain Item Ena. Est. for LOC/Bond prior to Red. No.1 prior to Red. No.2* after Red. No.2 Earthwork $18,847.50 $20,732.25 $12,867.50 $12,867.50 $8,508.13 San. Sewer $0.00 $0.00 $0.00 $0.00 $0.00 Watermain $65,833.00 $72,416.30 $65,833.00 $65,833.00 $9,874.95 Storm Sewer $249,945.50 $274,940.05 $245,409.00 $249,945.50 $37,491.83 Pavement $206,862.50 $227,548.75 $169,325.00 $169,325.00 $66,690.00 Pond Embankment $165,143.00 $181,657.30 $0.00 $165,143.00 $24,771.45 Totals $706,631.50 $777,294.65 $493,434.50 $663,114.00 $147,336.35 Notes: 1) LOC/Bond amt.to be 15%of subsantially completed items plus 110% of uncompleted items. Work not completed: a) $17,812.50 for tack coat &surface course b) $14,725 for sidewalk c) $5,000 for streetlights d) $5,980 for parkway restoration MON 16: 19 .FAX 630 268 9594 SIEBERT ENGINEERS juuc WHEATON AVENUE EXTENSI T Rev. 4-24-01 Engineer's Opinion of Probable Construction Cost For: Inland Real Estate Development Corporation 2901 Butterfield Road Oak Brook, IL 60521 By: Siebert Engineers, Inc. 261 Eisenhower Lane South Lombard, Illinois 60148 SEI 45317.1 o �i Item escrz 11Q71 r.... u'init' �1 P .... : . ,,:.., ,a uan,hty nri Last Cast A. Sanitary Sewer Improvements A-1 10" Dia. PVC, SDR 18 1,176 LF $40.00 $47,040.00 A-2 8" Dia. PVC, SDR 26 1.265 LF $18.00 $22,770.00 A-3 Manhole, Type A, 4' Dia., with Type 1 Frame & SS Lid 13 EA 51,950.00 $25,350.00 A-4 6" Forcemain DIP with Polyethylene Encasement 42 LF $36.00 $1.512.00 A-5 4' dia. Drop MH 1 EA $3,000.00 $3,000.00 A-6 Vacuum test MH 13 LF $140.00 $1.820.00 A-7 Dewatering I •LS S70,000.00 $70,000.00 A-8 4" PVC SDR18-Utility Conduit. 86 LF S8.00 $688.00 A-9 Lift Station 1 LS $150,000.00 $150,000.00 Subtotal = $322,180.00-- B. Watermain Improvements B-1 12" Dia. D.I.W.M., CI. 52 with Polyethylene Encasement 778 LF $25.00 $19.450.00 B-2 16" Dia. D.I.W.M., Cl. 52 with Polyethylene Encasement 610 LF $35.00 $21,350.00 B-3 6" Dia. D.I.W.M., Cl 52 with Polyethylene Encasement 178 LF $17.00 $3.026.00 B-4 6" Dia. Valve in 4' Dia. Vault 2 EA $1.300.00 $2.600.00 B-5 12" Dia. Valve in 4' Dia. Vault 2 EA $1,800.00 $3,600.00 B-6 16" Dia. Valve in 5' Dia. Vault (butterfly) 2 EA S2,600.00 $5.200.00 B-7 Fire Hydrant with Aux. Valve & Box 5 EA 51,600.00 $8.000.00 B-8 Mechanical fittings 1 LS $3,000.00 $3,000.00 B-9 Connect to Existing 2 EA $350.00 $700.00 B-10 Stub & Plug 4 EA 5250.00 $1.000.00 B-11 Trench Backfill 43 CY $15.00 S645.00 Subtotal = $68,571.00 _ MON 16: 20 FAX 630 26 9594 SIEBERT ENGINEERS CQ 003 . Storm Sewer Improvements C-1 12" Dia. RCP, CL. IV 193 LF $14.50 $1798.50 C-2 30" Dia. RCP 838 LF $34.00 $28,492.00 C-3 30" ADS N-12 Non-perforated pipe 1,475 LF $30.00 $44,250.00 C-4 48" Dia. RCP 1,220 LF $56.00 $68.320.00 C-5 12" RCP FES I EA $400.00 $400.00 C-6 48" RCP FES 1 EA $1,800.00 $1.800.00 C-7 2 Miter 45 degree bend-24" ADS N-12 Fitting 1 EA $380.00 S380.00 C-8 22.5 degree bend-24" ADS N-12 Fitting 3 EA $260.00 5780.00 C-9 Inlet, Type A with Type E.TIW 7010 Frame & Grate 1 EA $550.00 $550.00 C-10 Catch Basin, Ty. C, with Type E.ITW 7010 Frame & Grate 2 EA $600.00 $1.200.00 C-11 Manhole, Type A, 48" with Type 1 Frame & C.L. 2 EA 51,000.00 $2,000.00 C-12 Manhole, Type A, 60" with Type 1 Frame & C.L. 3 EA $1,450.00 $4,350.00 C-13 Manhole, Type A, 72" with Type 1 Frame & C.L. 5 EA S1,800.00 59.000.00 C-14 Outlet Structure, 60" Manhole with IDOT Bridge grate 1 EA S3,000.00 $3.000.00 C-15 TV Inspection 3,657 LF $1.00 $3.657.00 C-16 Connect to Existing 2 EA $300.00 $600.00 C-17 Trench Backfill 216 CY $15.00 53.240.00 Subtotal = $174,817.50 • D. Street Improvements D-1 Fine Grading 3,763 SY $1.00 $3,763.00 D-2 Rough Grading 3,763 SY $2.00 $7,526.00 D-3 Geotextile Fabric 3,763 SY $1.50 $5,644.50' D-4 Aggregate Subbase, Type B, 4" 3,763 SY $1.75 $6.585.25 D-5 Aggregate Base Course, Type B, 8" 3,579 SY $5.00 $17,895.00 D-6 Bit. Conc. Binder Course, Mix. B, 4.5" 3,579 SY $8.50 $30.421.50 D-7 Bit. Conc. Surface Course, Class I, 1.5" 3,579 SY 53.00 $10,737.00 D-8 Bit. Materials (Prime Coat) 1,181 GAL $1.25 $1,476.25 D-9 Bit. Materials (Tack Coat) 358 GAL $1.25 $447.50 D-10 Conc. Curb & Gutter, Ty. B-6.12 1,652 LF $10.00 $16,520.00 0-11 5' P.C.C. Walk, 5" thick 826 LF $15.00 $12,390.00 D-12 Parkway trees 40 EA • S250.00 $10.000.00 D-13 Street Lights 3 EA 52,500.00 $7,500.00 Subtotal = $130,906.00 E. Earthwork Improvements E-1 Berm Seeding .. 2 AC $1,200.00 $2.=100:00 E-2 Parkway Restoration - Topsoil & Grading 911 CY $2.50 52,277.50 E-3 Topsoil Excavation & Stockpile 5.150 CY $1.85 $9.527.50 E-4 Unsuitable Material to be Removed 100 CY $2.50 $250.00 E-5 Embankment (cut) 150,130 CY $1.10 $165,143.00 Subtotal = 5179,598.00 TOTAL = 5876,072.50 YORKVILLE BUSINESS CENTER UNIT 3 5/2 D► Engineer's Opinion of Probable Construction Cost 1-26-01 For: Inland Real Estate Development Corporation Rev. 5-01-01 2901 Butterfield Road Oak Brook, IL 60521 By: Siebert Engineers, Inc. 261 Eisenhower Lane South Lombard, Illinois 60148 SEI #5670.3 1YoDescrzphon . 0uarctity°-•;Unit � Llnif Cost,- most A. Watermain Improvements A-1 6" Dia. D.I.W.M., Cl. 52 with Polyethylene Encasement 269 LF $17.00 $4,573.00 A-2 6" Dia. Valve in 4' Dia. Vault 3 EA $1,150.00 $3,450.00 A-3 12" Dia. D.I.W.M., Cl. 52 with Polyethylene Encasement 1365 LF $25.00. $34,125.00 A-4 12" Dia. Valve in 5' Dia. Vault 2 EA $1,800.00 $3,600.00 A-5 Fire Hydrant with Aux. Valve & Box 4 EA $1,600.00 $6,400.00 A-6 Mechanical fittings 1 LS $3,000.00 $3,000.00 A-7 Connect to Existing 1 EA $350.00 $350.00 A-8 Stub & Plug 1 EA $250.00 $250.00 A-9 Long Sanitary Services 7 EA $650.00 $4,550.00 A-10 Trench Backfill 369 CY $15.00 $5,535.00 Subtotal = S65,833.00 B. Storm Sewer Improvements B-1 12" Dia. RCP, CL. IV 360 LF $14.50 $5,220.00 B-2 15" Dia. RCP 343 LF $17.00 $5,831.00 B-3 18" Dia. RCP 294 LF $20.00 $5,880.00 B-4 21" Dia. RCP 161 LF $24.00 $3,864.00 B-5 30" ADS N-12 Non-perforated pipe 2,309 LF $30.00 $69,270.00 B-6 30" Dia: RCP 873 LF $32.50 528,372.50 B-7 36" Dia. RCP 349 LF $40.00 $13,960.00 B-8 ,42" Dia. RCP 850 LF $48.00 $40,800.00 B-9 30" Dia. ADS N-12 perforated tile 944 LF $32.50 $30,680.00 B-10 12" RCP FES 1 EA $400.00 $400.00 B-11 21" RCP FES 1 EA $700.00 $700.00 B-12 2 Miter 45 degree bend-24" ADS N-12 Fitting 2 EA $380.00 $760.00 B-13 Inlet, Type A with Type EJIW 7010 Frame & Grate 2 EA $550.00 $1,100.00 B-14 Catch Basin, Ty. C, with Type EJIW 7010 Frame & Grate 2 EA $600.00 $1,200.00 B-15 Double Inlet with Neenah R-3283-B Frame & Grate 2 EA $750.00 $1,500.00 B-16 Double Catch Basin with Neenah R-3283-B Frame & Gra 2 EA $800.00 $1,600.00 B-17 Manhole, Type A, 60" with Type 1 Frame & C.L. 12 EA $1,450.00 $17,400.00 B-18 Manhole, Type A, 72" with Type 1 Frame & C.L. 6 EA $1,800.00 $10,800.00 B-19 TV Inspection 6,483 LF $1.00 $6,483.00 B-20 Connect to Existing 1 EA $300.00 $300.00 B-21 Trench Backfill 255. CY $15.00 $3,825.00 Subtotal = S249,945.50 C. Street Improvements C-1 Fine Grading 5,990 SY $1.00 $5,990.00 C-2 Rough Grading 5,990 SY $2.00 $11,980.00 C-3 Geotextile Fabric 5,990 SY $1.50 $8,985.00 C-4 Aggregate Subbase, Type B, 4" 5,990 SY $1.75 $10,482.50 C-5 Aggregate Base Course, Type B, 8" 5,700 SY $5.00 $28,500.00 C-6 Bit. Conc. Binder Course, Mix. B, 4.5" 5,700 SY $8.50 $48,450.00 C-7 Bit. Conc. Surface Course, Class I, 1.5" 5,700 SY $3.00 $17,100.00 C-8 Bit. Materials (Prime Coat) 1,710 GAL $1.25 $2,137.50 C-9 Bit. Materials (Tack Coat) 570 GAL $1.25 $712.50 C-10 Conc. Curb & Gutter, Ty. B-6.12 2,630 LF $10.00 $26,300.00 C-11 5' P.C.C. Walk, 5" thick 1,315 LF $15.00 $19,725.00 C-12 Parkway trees 66 EA $250.00 $16,500.00 C-13 Street Lights 4 'EA $2,500.00 $10,000.00 Subtotal = S206,862.50 D. Earthwork Improvements D-1 Road Embankment 1,430 CY $2.00 $2,860.00 D-2 Parkway Restoration - Topsoil, Seeding, & Grading 5,990 SY $2.00 $11,980.00 D-3 Topsoil Excavation & Stockpile 1,950 CY $1.85 $3,607.50 D-4 Unsuitable Material to be Removed 100 CY $4.00 $400.00 D-5 Pond Embankment (cut) 0 CY $1.10 $0.00 Subtotal = $18,847.50 TOTAL = S541,488.50 Pond Embankment (cut) (constructing in Unit 2) 150,130 CY $1.10 S165,143.00 GRAND TOTAL = S706,631.50 UNITED CITY OF YORKVILLE To: Tony Grafi, City Administrat From: Joe Wywrot, City Engineer Subject: YBSD Easement for Sanitary S wer River Crossing Date: January 9, 2003 Attached find a letter from Walter Deuchler Associates, Inc. regarding an easement they will need in order to construct the 42" gravity sewer river crossing. The easement would be located immediately west of the existing siphon chambers between State Street and Adams Street. The city recently entered into an agreement with Corlands, Inc. to acquire this property from Frank Wilman. I understand that Corlands is the current owner, and that the city will be purchasing it from them next fiscal year with a $100,000 grant supplemented by city funds. Assuming that we are willing to grant the easement, we will need to obtain sign-offs from Corlands and also IDNR, which is the administering agency for the grant. Laura Brown indicated that IDNR might require an environmental assessment before they would agree to any construction on the property. Deuchler should investigate this further. Please place this item on the January 27, 2003 Public Works Committee agenda for discussion. Cc: Ralph Pfister, YBSD Laura Brown, Director of Parks &Recreation Bill Dunn, Walter E. Deuchler Associates, Inc. WALTER E. DEUCHLER ASSOCIATES INC. Consulting Engineers 230 WOODLAWN AVENUE • TELEPHONE (630) 897-4651 • FAX (630) 897-5696 AURORA, ILLINOIS 60506 January 3, 2003 Mr. Joseph Wywrot, City Engineer United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Re: 42-Inch Sanitary Interceptor River Crossing Permanent and Temporary Easements On Hydraulic Avenue Dear Mr Wywrot: We are currently working on the plans and specifications for the proposed 42-inch siphon (gravity sewer) that will be installed immediately west of the existing Hydraulic Avenue siphons and convey the sanitary flows from the south side of Yorkville to the YBSD treatment facility. With the work at the treatment plant continuing, the timing of the construction of the new siphon has become a key issue. In order to not adversely effect the completion of the treatment plant project, we are targeting construction of the new river crossing for mid-summer. In order for this to happen, we will need to secure permanent (35-foot) and temporary (50-foot) easements on the north side of Hydraulic Avenue as quickly as possible. The enclosed sketch illustrates the necessary easements. I understand that you have either been working on securing these easements or have knowledge regarding the disposition of this property. In either case, we would appreciate knowing the current status of easement acquisition and knowing what we can do to help expedite the process. Thank you, in advance, for your help in the matter. I would also like to wish you and your staff a very happy and prosperous New Year. Very truly yours, Wal - E. Deuchler Associates, Inc. William E. Dunn, P.E. Enclosure cc: Project File 777-02051-01 • Water Works and Sewerage • Buildings and Structures • Design and Construction • Streets and Street Lighting • Investigations and Reports • Project Financing is s—Zs e�—ZS41 �.. � r'9Sdrj -ate�'3rT2y�pr'..'r ART di 7 ikv#, 35 JL5 OW '73 AN/ :� 3S i'B[BS �3`iW/ ', �'b'� 14 N FL6TBS '73 it N/ O•'_ �� y (pity IY4 09995 '73 iY- 7 01 LBS '73 Ib015 153/Xr�•°". R,?-mss,' HIY 112/01SO1S 1S/X3X3I - •j �� ` ,:ct- 'FA #1.764k, I liv/ ' - -- . •• �`fi'Rr MN i'B'ZBS AN/ ; f 11M 6F LBS 73/V& o HW 1Y210.15 .15/X3 / \ .44;7 \0 ,.aa • t 69 4'/SA-‘, Imo' / 0 1333 NI 31YDS rC7 (G\ `/ UNITED CITY OF YORKVILLE To: Tony Graff, City Administrato From: Joe Wywrot, City Engineer Subject: Van Emmon Street Repairs Date: January 13, 2003 I got a call from Fran Klaas last week regarding a proposed county project to grind, patch, and overlay Van Emmon Street from Route 71 to the eastern city limits. Fran wanted to know if the city was interested in participating in the project and extend the work to Route 47. The county is currently planning to do this work either late this year or sometime next year. The timing would depend on funding. Fran also said that he confirmed with DOT that we could use MFT funds as long as the work within city limits was substantially similar to that performed outside city limits. We would probably have to perform non-similar items such as curb patching, detector loop replacement, curb drain repairs, etc. separately either before or after the county work is done. With the possible postponement of this year's MFT project on Countryside Parkway (due to the Countryside Interceptor construction),we should have funds available for Van Emmon. We are planning to construct a 12" watermain on Mill Street and Van Emmon this year as part of our larger water treatment project. The watermain replacements are needed to re-distribute water to the system after treatment. The watermain on both streets is proposed to be under the pavement, so participating in the county project is a great opportunity to not only cover the trench patch, but also put Van Emmon in good shape. Fran will prepare a rough cost estimate of our cost and get it to us in the next couple of weeks. Please place this item on the January 27, 2003 Public Works Committee agenda for consideration. Cc: Eric Dhuse, Director of Public Works Traci Pleckham, Director of Finance íA. a CITY OF YORKVILLE _as ", ;'„= ii 7, V ATER DEPARTMENT REPORT MONTH DECEMBER 31, 2002 -_ , WELLS WELL DEPTH PUMP DEPTH WATER ABOVE THIS MONTH'S PUMPAGE NO. (FEET) ( FEET) PUMP (FEET) (MILLION GALLONS) 3 1335 458 183 9915 • 4 1393 450 163 13146 TOTAL 23061 CURRENT MONTH'S PUMPAGE 1S 1,639,000 GALLONS 0 MORE THAN LAST MONTH LESS 2,320,000 GALLONS THAN THIS MONTH LAST YEAR E LESS DAILY AVERAGE PUMPED: 744,000 GALLONS DAILY MAXIMUM PUMPED: 878,000 GALLONS DAILY AVERAGE PER CAPITA USE: 118. 1 GALLONS WATER TREATMENT CHLORINE FED: Z70 LBS. CALCULATED CONCENTRATION: 1.4. MG/L FLUORIDE FED: 363.5LBS. CALCULATED CONCENTRATION: 0.34 MG/L WATER QUALITY AS DETERMINED FROM SAMPLES ANALYZED BY ILLINOIS ENVIRONMENTAL PROTECTION AGENCY BACTERIOLOGICAL: 9 SAMPLES TAKEN 9 SATISFACTORY UNSATISFACTORY (EXPLAIN FLUORIDE : 2 SAMPLE(S) TAKEN CONCENTRATION : 1.0 MG/L MAINTENANCE NUMBER OF METERS : 20 REPAIRED NUMBER OF LEAKS OR BREAKS REPAIRED : 2. NEW CUSTOMERS RESIDENTIAL 32 COMMERCIAL 3 INDUSTRIAL/GOVERNMENTAL V.O.C. SAMPLE WAS TAKEN DURING DECEMBER ALSO RADIUM SAMPLES COMMENTS MENARD'S PHASE III PUT ON WATER MAIN 2 WATERMAIN BREAKS REPAIRED #1 WAS ON 12/10/02 6_.inch MAIN CRACKED AT 702 GAME FARM ROAD LOST 90,000 GALLONS OF WATER. ##2 WAS ON 12/18/02 ON BEAVER ST ACROSS FROM BKFD LOST 120,000 GALLONS OF WATER. TOTAL WATER LOSS WAS 210,000 DECEMBER 2002 127762 12/2/02 762 FIR COURT-NEW 128339 12/30/02 339 GARDEN CIRCLE -NEW 135040 12/18/02 407 E BARBERRY CIRCLE - NEW 138120 12/2/02 1324 CORALBERRY COURT-NEW 142630 12/16/02 211 WALSH CIRCLR-NEW 145506 12/6/02 506 KELLY AVE-NEW 145559 12/19/02 559 POPLAR DRIVE - NEW 146527 12/11/02 527 KELLY AVE-NEW 146581 12/20/02 581 KELLY AVE -NEW 148584 12/3/02 584 RED HORSE LANE -NEW 203160 12/5/02 506 HEUSTIS -REPLACEMENT 261021 12/19/02 2021 MURFIELD DR -NEW 261025 12/12/02 2025 MURFIELD DR - NEW 261027 12/12/02 2027 MURFIELD DR-NEW 261029 12/19/02 2029 MURFIELD DR-NEW 302020 12/19/02 106 W RIVER-REPLACEMENT 323684 12/12/02 684 W VETERANS PKWY-NEW - COMMERCIAL 324411 12/6/02 1411 CANNONBALL TR-NEW-COMMERCIAL 344335 12/16/02 1335 CHESTNUT CIRCLE-REPLACEMENT 346412 12/18/02 1412 ASPEN LANE-NEW 349330 12/30/02 1333 CHESTNUT - NEW 356225 12/18/02 1225 EVERGREEN LANE-NEW 357207 12/19/02 1207 WILLOW WAY - NEW 357220 12/10/02 1220 WILLOW WAY-NEW 357224 12/4/02 1224 WILLOW WAY-NEW 357302 12/16/02 1302 WILLOW WAY - REPLACEMENT 401130 12/10/02 716 N BRIDGE ST-REPLACEMENT 421150 12/30/02 589 HEARTLAND DR- NEWQ 421480 12/30/02 904 HEARTLAND DR- NEW 423100 12/6/02 1224 MISTWOOD CT-NEW 423130 12/10/02 1211 MISTWOOD CT-NEW 427100 12/17/02 1092 STILLWATER COURT -NEW 607160 12/18/02 1855 MARKETVIEW DR-NEW - COMMERCIAL 736633 12/18/02 633 YELLOWSTONE - REPLACEMENT 737170 12/11/02 2222 NORTHLAND -NEW 737180 12/8/02 2203 NORTHLAND -NEW 737200 12/18/02 2195 NORTHLAND-NEW 737250 12/30/02 2184 NORTHLAND-NEW 737310 12/30/02 2112 NORTHLAND -NEW 737320 12/2/02 2107 NORTHLAND COURT-NEW 737430 12/11/02 2078 NORTHLAND COURT-NEW )ATE 123102 [UBU] UNITED CITY OF YORKVILLE SYS TIME 11:21 REGULAR BILL REGISTER / UPDATE . 1TE 12/31/02 TUESDAY DECEMBER 31,2002 PAGE 481 STEM 123102 TIME 11:21 FROM TO 1ER SERV RATE SEQ DESCRIPTION READING READING CONSUMPTION AMOUNT TAX PENALTY EST )TAL NUMBER OF ACCOUNTS LISTED IS 2842 '* GRAND TOTAL ********* 'OTAL PREV HAL $51,143.90 'OTAL BILLED $447,397.98 'OTAL NET $498,541.88 'OTAL PENALTY $44,279.50 'OTAL GROSS $542,821.38 SERVICE / RATE UNITS CHARGE # OF BILLS TAX ***** TOTAL D / COM 0 2196.00 122 TOTAL S / COM 672135 13071.60 123 TOTAL W / CL1 740625 16864.39 148 TOTAL D / RE5 0 90.00 1 TOTAL S / RE5 5100 380.56 1 TOTAL W / RE5 5100 132.36 1 TOTAL D / RES 0 42982.40 2425 TOTAL S / RES 3647278 181868.66 2423 TOTAL W / RE1 3747728 92350.12 2453 TOTAL D / CL3 0 486.00 9 TOTAL S / CL3 32100 2055.06 9 TOTAL W / CL3 23200 545.75 3 TOTAL D / CL2 0 504.00 14 . TOTAL S / CL2 13700 2131.08 14 TOTAL W / CL2 4400 188.73 6 TOTAL R / SRD 0 2021.61 231 TOTAL R / FEE 0 21652.78 2015 TOTAL W / OUT 124400 3539.28 76 TOTAL D / CL5 0 900.00 10 TOTAL S / CL5 49590 3805.40 10 TOTAL W / CL5 12600 295.11 1 TOTAL D / RE4 0 432.00 6 TOTAL S / RE4 19000 1826.64 6 TOTAL W / RE4 19000 533.70 6 TOTAL D / RE2 0 324.00 9 TOTAL R / RE2 0 196.20 .9 TOTAL S / RE2 21000 1369.98 9 TOTAL W / RE2 21000 535.90 9 TOTAL M / TRN 0 300.00 12 TOTAL M / 999 0 173.81 2 TOTAL R / SR2 0 35.60 1 TOTAL D / GOV 0 234.00 13 TOTAL S / GOV 164151 2153.54 13 TOTAL W / GOV 164151 3618.61 13 TOTAL D / IND 0 802.50 45 TOTAL S / IND 283578 5699.63 45 _ TOTAL W / IND 254156 5763.83 43 TOTAL D / RE8 0 720.00 5 TOTAL S / RE8 30000 3044.40 5 TOTAL W / RE8 30000 824.40 5 TOTAL D / RE6 0 432.00 4 TOTAL S / RE6 18700 1826.64 4 TOTAL W / RE6 18700 533.70 4 TOTAL M / NSF 0 25.00 1 TOTAL S / RE7 0 532.78 1 TOTAL W / DUM 61800 .00 0 TOTAL D / OUT 0 1277.40 71 TOTAL S / OUT 116400 5479.92 72 TOTAL D / CL4 0 72.00 1 TOTAL S / CL4 3400 304.44 1 TOTAL D / R12 0 1296.00 6 TOTAL S / R12 49700 5479.92 6 TOTAL W / R12 49700 1390.61 6 TOTAL D / R51 0 1836.00 2 TOTAL S / R51 51400 7763.24 2 TOTAL W / R51 51400 1557.58 2 TOTAL D / C10 0 180.00 1 TOTAL S / C10 1900 761.12 1 )ATE 123102 (UBU2) UNITED CITY OF YORKVILLE SYS TIME 11:21 UTILITY BILLING REGISTER - - - UTILITY BILLS - - - REGISTER # kTE: 12/31/02 TUESDAY DECEMBER 31,2002 PAGE 1 GENERAL LEDGER DISTRIBUTION SUMMARY UPDATED TO MONTH/YEAR OF 12/02 ACCOUNT TITLE AMOUNT DEBIT CREDIT 10-1222-000 ACC. REC. - CUSTOMER 23906.19 23906.19 10-4410-000 GARBAGE SURCHARGE 23906.19 23906.19 10-1222-000 ACCOUNTS RECEIVABLE - CUSTOMER 129172.88 129172.88 10-4101-200 WATER SALES 129172.88 129172.88 10-1222-000 ACCOUNTS RECEIVABLE - CUSTOMER 55525.42 55525.42 10-4103-000 SEWER MAINTENANCE FEES 55525.42 55525.42 10-1222-000 ACCOUNTS RECEIVABLE - CUSTOMER 238793.49 238793.49 10-4407-000 SANITARY FEES COLLECTED 238793.49 238793.49 ICTION AMOUNTS U DEBITS.... 447397.98 • CREDITS... 447397.98 'S TO BE POSTED L DEBITS.... 447397.98 L CREDITS... 447397.98 SS 4S OUq R aP��PY UNITED CITY of YORKVILLE • R 1,13 County Seat of Kendall County K V 800 Game Farm Rd. Yorkville,IL 60560 E 630-553-4350 Ao`NOED 1N • To: Larry Kot, Chairman From: Eric Dhuse, Public Works Date: January 21, 2003 Re: Truck Orders Larry, As we have done in years past, I would like to ask permission to order our dump trucks as soon as possible even though we do not pay for, nor take possession of until next fiscal year. We need to order now to allow for the lag time it actually takes to manufacture and distribute this type of truck. When we did this last year, we ordered in February or March, and we did not receive the truck until October. We do not want to get caught without a truck that we need for winter. For the purposes of authorization, I would ask that a not to exceed $80,000 be used for budget. That will ensure us not only the truck, but will include the lights and snow plow as well. I would ask that this be placed on the Public Works agenda for January 27, 2003. If you have any questions, or comments, let me know. Cc: Art Prochaska, Mayor Tony Graff, Administrator Traci Pleckham, Finance Director UNITED CITY OF YORKVILLE To: Tony Graff, City Administrator From: Joe Wywrot, City Engineer Subject: Burk's Drywall Easements Date: January 23, 2003 Attached find a proposed ordinance vacating a utility easement along the south side of Lot 1 in Block 2 of Fox Industrial Park, Unit 1. Also attached is a partial copy of the recorded plat showing the location of this easement, and a proposed watermain easement along the east side of the Burk's Drywall development. The easement will need to be vacated in order for Don Burks to develophis property P P Y according to the plans he has submitted. The proposed new easement, however, is only one easement among several that we will need. Other easements will be needed for existing and proposed utilities, ingress and egress, drainage, detention, and perimeter easements. I recommend that the existing easement be vacated, but that it be done concurrently with the creation of the other easements. Don needs to prepare a plat of easement showing describing all of the easements in one document. This item is scheduled for discussion at the Public Works Committee meeting of January 27, 2003. 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Y k J Z s ' r¢ �11 '7 �At `•• .rr ' + • � l'Llam t lr J •� nr .'r •n,-w/a n ,e ifi,:"ry' b. t r ; ods : • ..."'''';,..:),;";,- 7-7.;,,-; `w , - 'x �:•'2 ' 7�-4 t L„�yleyr ' .7'- -;',:"'-''-1:.„.-;"--',1.,.' k'. } '4k;!-' Y ':• {1' C.t� P4..4► 0 '� L . t' " P, (` Ili 01/23/2003 08: 17 FAX 630 553 5764 DANIEL J KRAMER 6002/010 LAW OFFICES OF gam ,( ef 1107A SOUTH ORI0GE STREET DANIEL J.KRAMER YOKVILLE,ILLINOIS 80580 .0_L K.KONEN 830)553-9500 KELLY A.KRAMER FAX:(630)533.s764 January 22, 2003 Tony Graff, City Administrator Joe Wywrot, City Engineer United City of Yorkville 800 Game Farm Rd. Yorkville, IL 60560 Dear Tony&Joe: Please put the enclosed Ordinance Vacating the 10 foot Utility Easement located in Lot 1 in Block 2 in Fox Industrial Park Unit 1 in the United City of Yorkville on the Public Works agenda for Monday,January 27,2003. If you could likewise process it through COW and City Council it would be greatly appreciated. My understanding is that the existing easement that runs east and west across Lot 1 in the Oakwood Building's parcel in Fox Industrial Park is to be vacated and in turn Oakwood Building is dedicating to the United City of Yorkville at no cost, a ten (10) foot water utility easement running parallel with the east property line of the subject property, a copy likewise of which is enclosed herein. Thank you and should you have any questions, please feel free to contact me. Vcry truly yours, Daniel J. Kramer Attorney at Law DJKJlgc Encl. 01/23/2003 08 17 FAX 630 553 5764 DANIEL J KRAMER 0003/010 STATE OF ILLINOIS ) ) ss. COUNTY OF KENDALL ) ORDINANCE NO.2003- ORDINANCE VACATING THE 10 FOOT UTILITY EASEMENT LOCATED IN LOT 1 IN BLOCK 2 IN FOX INDUSTRIAL PARK UNIT 1 IN THE UNITED CITY OF YORKVILLE WHEREAS, the UNITED CITY OF YORKVILLE received a Petition to Vacate the 10 Foot Wide Utility Easement located across lot 1 in block 2 in Fox Industrial Park Unit 1,within the UNITED CITY OF YORKVILLE; and WHEREAS, the UNITED CITY OF YORKVILLE, through its Mayor and City Council have held a Public Hearing pursuant to 65 1LCS 5/1 1-91-1 (2002)permitting all public input and comment in regard to said Petition to Vacate said utility easement in the UNITED CITY OF YORKVILLE; and WHEREAS, it is the intent of the UNITED CITY OF YORKVILLE to vacate the entire 10 foot wide utility easement located across lot 1 in block 2 in the Fox Industrial Park Unit 1, within the UNITED CITY OF YORKVILLE to OAKWOOD BUILDING AND LAND CORP, an Illinois Corporation, who is the Owner of Record of said lot 1 in block 2 in Fox Industrial Park Unit 1; and `1" 01/23/2003 08 17 FAX 630 553 5784 DANIEL J KRAMER f1J004/010 WHEREAS, it is the intent of the UNITED CITY OF YORKVILLE to vacate the entire 10 foot wide utility easement located across lot 1 in block 2 in the Fox Industrial Park Unit 1, within the UNITED CITY OF YORKVILLE to the Owner of Record of said lot; and WHEREAS, the City finds that no utilities of any kind are located within the 10 foot utility easement, nor are any utilities planned for said easement in the future; and WHEREAS,the City finds that said property does not have substantial value that would result in compensation to the City if said utility easement were to be sold; and WHEREAS, the City Council of the UNITED CITY OF YORKVILLE has determined it to be in the public interest to vacate said utility easement to relieve the City of any burden of installation and maintenance of said utility easement; and NOW THEREFORE BE IT ORDAINED BY THE UNITED CITY OF YORKVILLE by a positive vote of at least three fourths of its elected members of the City Council hereby agree to vacate the entire 10 foot wide utility easement located across lot 1 in block 2 in the Fox Industrial Park Unit 1, within the UNITED CITY OF YORKVILLE to OAKWOOD BUILDING AND LAND CORP., an Illinois Corporation; and The City Council of the UNITED CITY OF YORKVILLE further finds that said utility easement vacation is in the Public interest based upon the findings herein above made, and that no damage, monetary or otherwise shall exist to the residents of the UNITED CITY OF YORKVILLE by reason of vacation of said street right of way. -2' 01/23/2003 08 17 FAX 630 553 5764 DANIEL J KRAMER ! J005/010 MIKE ANDERSON JOSEPH BESCO VALERIE BURD PAUL JAMES LARRY KOT MARTY MUNNS ROSE SPEARS RICHARD STICKA APPROVED by me, as Mayor of the United City of Yorkville, Kendall County, Illinois, this day of ,A.D. 20 MAYOR PASSED by the City Council of the United City of Yorkville,Kendall County,Illinois this day of ,A.D. 20 Attest: CITY CLERK Prepared by and Return to: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 (630) 553-9500 '3' 01/23/2003 08 17 FAX 630 553 5764 DANIEL J. KRAMER 006/010 STATE OF ILLINOIS ) )ss Revised January 22, 2003 COUNTY OF KENDALL ) GRANT OF PERMANENT WATER MAIN EASEMENT AGREEMENT KNOW ALL MEN BY THESE PRESENTS: THAT the Grantors: OAKWOOD BUILDING AND LAND CORP., an Illinois Corporation, and NARVICK BROS.LUMBER CO., an Illinois Corporation, in consideration of the sum of Ten and 00/100(Dollars)($10.00)and other good and valuable consideration,the receipt of which is hereby acknowledged do hereby grant,bargain, sell and convey to the UNITED CITY OF YORKVILLE,a Municipal Corporation, its successors, and assigns, hereinafter referred to as Grantee, in consideration of the covenants to be kept and performed by the Grantee herein, a permanent easement to maintain, and operate a permanent water main underground and further the right of access to said area for the maintenance and repair of said water main easement as well as all appurtenances thereto such as fire hydrants, valve shut-offs, and similar apparatus if it is actually installed in, upon, and across the tract of land described as follows and shown on the attached plat, to-wit; Over the easterly ten(10)feet of the following described property: PARCEL 1: LOT 1 I BLOCK 2 IN FOX INDUSTRIAL PARK UNIT 1,IN THE CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS. PARCEL 2: THAT PART OF THE EAST'/OF THE NORTHEAST 1/4 OF SECTION 5,TOWNSHIP 36 NORTH,RANGE 7, LYING WITHIN THE FOLLOWING DESCRIBED PROPERTY COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SAID SECTION 5;THENCE SOUTH 89 DEGREES 40 MINUTES 05 SECONDS WEST ALONG THE NORTH LINE OF SAID NORTHEAST 1/4,655.52 FEET TO THE CENTER LINE TANGENT OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 1 DEGREES 44 MINUTES 07 SECONDS EAST ALONG SAID CENTER LINE TANGENT AND SAID CENTER LINE,475.21 FEET FOR A POINT OF BEGINNING;THENCE SOUTH 89 DEGREES 58 MINUTES 06 SECONDS EAST 1812.98 FEET; THENCE SOUTH 9 DEGREES 09 MINUTES 49 SECONDS WEST 1890.09 FEET TO A LINE DRAWN NORTH 81 DEGREES 52 MINUTES 08 SECONDS WEST FROM THE SOUTHWEST CORNER OF"CROOKED CREEK WOODS"AS PER THE PLAT THEREOF RECORDED IN BOOK 14 OF PLATS AT PAGES 4 AND 5 AS -1- 01/23/2003 08: 17 FAX 630 553 5764 DANIEL J. KRAMER 1JJ007/o10 DOCUMENT 71-4055 IN THE R.O. OF KENDALL COUNTY, ILLINOIS; THENCE NORTH 81 DEGREES 52 MINUTES 08 SECONDS WEST ALONG SAID LINE 528.93 FEET TO A POINT WHICH IS 907.05 FEET SOUTH 81 DEGREES 52 MINUTES 08 SECONDS EAST OF THE WESTERLY RIGHT OF WAY LINE OF SAID STATE HIGHWAY ROUTE NO, 47, SAID EASTERLY RIGHT OF WAY BEING 40 FEET NORMALLY DISTANT EASTERLY FROM THE CENTER LINE OF SAID HIGHWAY;THENCE NORTH l DEGREE 44 MINUTES 07 SECONDS WET PARALLEL WITH SAID EASTERLY RIGHT OF WAY LINE 390 FEET;THENCE NORTH 81 DEGREES 52 MINUTES 08 SECONDS WEST 947.65 FEET OF THE CENTER LINE OF SAID STATE HIGHWAY RTE.NO.47;THENCE NORTH 1 DEGREE 44 MINUTES 07 SECONDS<WALONG SAID CENTER LINE 1268.89 FEET TO THE POINT OF BEGINNING;(EXCEPT FOX INDUSTRIAL PARK,UNITS 1 AND 5),IN THE CITY OF YORKVILLE, KENDALL COUNTY,ILLINOIS,AND, (EXCEPT THAT PART OF OF THE NORTHEAST 1/4, SECTION 5,TOWNSHIP 36 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN,IN KENDALL COUNTY, ILLINOIS, DESCRIBED AS FOLLOWS: COMMENCING AT AN IRON PIPE LOCATED ON THE NORTH LINE OF SAID SECTION 5 WHICH 12 655.52 FEET SOUTH 07 DEGREES 30 MINUTES 36 SECONDS WEST OF THE NORTHEAST CORNER OF SAID SECTION 5 ON A BEARING REFERECED TO GRID NORTH OF THE ILLINOIS STATE PLANE COORDINATE SYSTEM,EAST ZONE,SAID IRON PIPE IN THE TANGENT CENTER LINE OF ILLINOIS ROUTE 47 EXTENDED FROM THE SOUTH;THENCE SOUTH 3 DEGREES 53 MINUTES 36 SECONDS EAST 1,048.91 FEET ON SAIL EXTENDED TANGENT AND CENTERLINE TO THE NORTHWESTERLY CORNER OF A TRACT OF LAND DESCRIBED IN DOCUMENT 7401463 IN THE RECORDER'S OFFICE OF SAID COUNTY AND THE POINT OF BEGINNING;THENCE CONTINUING SOUTH 3 DEGREES 53 MINUTES 36 SECONDS EAST 695.19 FEET ON SAID CENTER LINE TO THE SOUTHWESTERLY CORNER OF SAID TRACT; THENCE SOUTH 84 DEGREES 01 MINUTE 37 SECONDS EAST 60.90 FEET ON THE SOUTHERLY LINE OF SAID TRACT;THENCE NORTH 3 DEGREES 53 MINUTES 36 SECONDS WEST 705.63 FEET TO THE NORTHERLY LINE OF SAID TRACT; THENCE SOUTH 86 DEGREES 06 MINUTES 24 SECONDS WEST 60.00 FEET TO THE POINT OF BEGINNING) Said grant of easement is made under the additional following terms and conditions: The Grantors hereby grant the right of ingress and egress to said permanent water main easement to Grantee. The Grantee herein shall and hereby agrees to: I. Restore the surface of said permanent and construction easement to the condition thereof existing at the time of entry upon same, and shall leave the surface of such easement level and free of all debris,rocks in excess of two inches (2"), and gravel, and providing a covering of a minimum of six inches (6") of clean, black, fertile top soil and replanting of grass whenever disturbed. 2, Replace all lot lines and property line stakes,fencing,and signage moved or disrupted in the course of performing working connection with the purpose of which the easements herein is granted. 3. The Grantee warrants and agrees to keep the legal descriptions conveyed for said easements free and clear of any and all construction lien claims. 4, Grantee shall indemnify and hold Grantors and its mortgagees, its successors,and its assigns, harmless and defend them, and each of them, from and against any and all claims, actions, -2- 01/23/2003 08 18 FAX 630 553 5764 DANIEL J. KRAMER VI 008/010 damages,liability,losses,expenses and liens,including(but not limited to)reasonable attorneys and other professional fees, arising out of any occurrence causing injury or damage to any person(s)or property,whomsoever and wheresoever, and resulting from or caused by any acts or admissions of grantees, their employees, agents,licensees,contractors,successors and assigns in exercising any of the rights and privileges granted herein. 5. Following completion of construction of facilities described herein, or any other excavation work to be performed hereunder in connection with the exercise of the rights and privileges granted hereby, Grantee, shall cause all excavated spoil material to be spread evenly over the area subject to the easement and temporary construction easement and to reasonably level the surface on tap of the easement and temporary construction easement leaving a clean black dirt surface of at least eight(8")inches. Grantee shall remove any trees or other debris cleared as a result of construction. In the event the Grantor has sustained any property damages as a result of Grantee's construction activities, Grantee shall reimburse Grantors any expenses or damages incurred. 6. Said easement shall be treated as a covenant running with the land. 7. Said easement shall be binding upon the successors,heirs, and assigns of each party hereto. IN WITNESS WHEREOF, the Grantors have hereunto set their hands and seals this day of , 2003. -3- 01/23/2003 08 18 FAX 630 553 5764 DANIEL J. KRAMER 009/010 GRANTOR; OAKWOOD BUILDING AND LAND CORP., an Illinois Corporation By: Attest: STATE OF ILLINOIS ) COUNTY OF KENDALL ) being first duly sworn on oath, deposes and states that they are the Grantor who signed the foregoing Agreement;that it understands the contents thereof,and the same are true and correct. Subscribed and sworn to before me, , A.D. 20 NOTARY PUBLIC -4- 01/23/2003 08 18 FAX 630 553 5764 DANIEL J. KRAMER 0010/010 GRANTOR: NARVICK BROS, LUMBER CO., an Illinois Corporation By: Attest: STATE OF ILLINOIS ) COUNTY OF KENDALL ) being first duly sworn on oath, deposes and states that they are the Grantor who signed the foregoing Agreement; that it understands the contents thereof,and the same are true and correct. Subscribed and sworn to before me, , A.D. 20 NOTARY PUBLIC Prepared by and return to: Law Offices of Daniel J. Kramer 1107A S. Bridge Street Yorkville, Illinois 60560 630.553.9500 -5- I United City of Yorkville Ordinance No. SOIL EROSION AND SEDIMENT CONTROL ORDINANCE FOR UNITED CITY OF YORKVILLE, ILLINOIS ADOPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE THIS DAY OF , 2003. PUBLISHED IN PAMPHLET FORM BY THE AUTHORITY OF THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS THIS DAY OF , 2003 DRAFT 12/6/02 ORDINANCE NO. SOIL EROSION AND SEDIMENTATION CONTROL ORDINANCE FOR UNITED CITY OF YORKVILLE, ILLINOIS BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE KENDALL COUNTY, ILLINOIS AS FOLLOWS: TABLE OF CONTENTS Page 100.0 Findings and Purpose 2 101.0 Findings 2 102.0 Purpose 2 200.0 Definitions 2 300.0 General Principles 5 400.0 Site Development Permit 6 401.0 Permit Required 6 402.0 Exceptions 6 403.0 Application for Permit 7 404.0 Submissions 7 405.0 Bonds 8 406.0 Review and Approval 8 407.0 Expiration of Permit 9 408.0 Appeals 9 409.0 Retention of Plans 10 500.0 Design and Operation Standards and Requirements 10 501.0 Applicability 10 502.0 Responsibility 10 503.0 Site Design Requirements 10 504.0 Handbooks Adopted by Reference 12 505.0 Maintenance of Control Measures 12 506.0 Inspection 12 507.0 Special Precautions 13 508.0 Amendment of Plans 13 600.0 Enforcement 13 601.0 Appeals 13 602.0 Conferences 14 603.0 Fees 14 604.0 Violations and Penalties 14 605.0 Separability 14 700.0 Effective Date 14 1 100.0 Findings and Purpose 101.0 Findings: The City Council of the City hereby finds that: 101.1 Excessive quantities of soil may erode from areas undergoing development for certain non-agricultural uses including but not limited to the construction of dwelling units, commercial buildings and industrial plants, the building of roads and highways, the modification of stream channels and drainage ways, and the creation of recreational facilities; 101.2 The washing, blowing, and falling of eroded soil across and upon roadways endangers the health and safety of users thereof, by decreasing vision and reducing traction of road vehicles; 101.3 Soil erosion necessitates the costly repairing of gulleys, washed-out fills, and embankments; 101.4 Sediment from soil erosion tends to clog sewers and ditches and to pollute and silt rivers, streams, lakes, wetlands, and reservoirs; 101.5 Sediment limits the use of water and waterways for most beneficial purposes, promotes the growth of undesirable aquatic weeds, destroys fish and other desirable aquatic life,and is costly and difficult to remove; and 101.6 Sediment reduces the channel capacity of waterways and the storage capacity of flood tains and P tY Y 9 P Y floodplains depressions, resulting in increased chances of flooding at risk to public health and safety. 102.0 Purpose: The City Council therefore declares that the purpose of this ordinance is to safeguard persons, protect property, prevent damage to the environment, and promote the public welfare by guiding, regulating and controlling the design,construction, use and maintenance of any development or other activity that disturbs or breaks the topsoil or otherwise results in the movement of earth on land situated in the City. It is the intention of this ordinance that the delivery of sediment from sites affected by land disturbing activities be limited, as closely as practicable,to that which would have occurred if the land had been left in its natural undisturbed state. 200.0 Definitions For the purposes of this Ordinance certain terms used herein are defined as set forth below: 200.1 BUILDING PERMIT: A permit issued by the City for the construction, erection or alteration of a structure or building. 2 200.2 CERTIFY OR CERTIFICATION: Formally attesting that the specific inspections and tests where required have been performed,and that such tests comply with the applicable requirements of this Ordinance. 200.3 CLEARING: Any activity that removes vegetative ground cover. 200.4 CUBIC YARDS: The amount of material in excavation and/or fill measured by the method of"average end areas." 200.5 EXCAVATION: Any act by which organic matter, earth, sand, gravel, rock or any other similar, material is cut into, dug, quarried, uncovered, removed, displaced, relocated or bulldozed and shall include the conditions resulting therefrom. 200.6 EXISTING GRADE: The vertical location of the existing ground surface prior to excavation or filling. 200.7 FILL: Any act by which, earth, sand, gravel, rock or any other material is deposited, placed, replaced, pushed, dumped, pulled, transported or moved by man to a new location and shall include the conditions resulting therefrom. 200.8 FINAL GRADE: The vertical location of the ground or pavement surface after the grading work is completed in accordance with the site development plan. 200.9 GRADING: Excavation or fill or any combination thereof and shall include the conditions resulting from excavation or fill. 200.10 NATURAL DRAINAGE: Channels formed in the existing surface topography of the earth prior to changes made by unnatural causes. 200.11 PARCEL: All contiguous land in one ownership. 3 200.12 PERMITTEE: Any person to whom a site development permit is issued.This person may also be referred to as the applicant. 200.13 PERSON: Any individual, firm or corporation, public or private, the State of Illinois and its agencies or political subdivisions, and the United States, of America, its agencies and instrumentalities,and any agent, servant, officer or employee of any of the foregoing. 200.14 REMOVAL: Cutting vegetation to the ground or stumps, complete extraction, or killing by spraying. 200.15 SITE: A lot or parcel of land, or a contiguous combination thereof, where grading work is performed as a single unified operation. 200.16 SITE DEVELOPMENT: Altering terrain and/or vegetation and constructing improvements. 200.17 SITE DEVELOPMENT PERMIT: A permit issued by the City for the construction or alteration of ground improvements and structures for the control of erosion, runoff and grading. 200.18 STREAM: Any river, creek, brook, branch, flowage, ravine, or natural or man-made drainage way which has a definite bed and banks or shoreline, in or into which surface or groundwater flows,either perennially or intermittently. 200.19 STRIPPING: Any activity that removes the vegetative surface cover including tree removal, clearing,and storage or removal of topsoil. 200.20 VACANT LAND: Land on which there are no structures or only structures that are secondary to the use or maintenance of the land itself. 4 200.21 CITY: The United City of Yorkville, Kendall County, Illinois. 200.22 WETLANDS: Areas that are inundated or saturated by surface water or groundwater at a frequency and duration sufficient to support, and that under normal circumstances do support, a prevalence of vegetation typically adapted for life in saturated soil conditions. 300.0 General Principles It is the objective of this ordinance to control soil erosion and sedimentation caused by development activities, including clearing, grading, stripping, excavating, and filling of land, in the city. Measures taken to control soil erosion and offsite sediment runoff should be adequate to assure that sediment is not transported from the site by a storm event of ten-year frequency or less.The following principles shall apply to all development activities within the city and to the preparation of the submissions required under Section 400.0 of this ordinance: 300.1 Development should be related to the topography and soils of the site so as to create the least potential for erosion. Areas of steep slopes where high cuts and fills may be required should be avoided wherever possible, and natural contours should be followed as closely as possible. 300.2 Natural vegetation should be retained and protected wherever possible. Areas immediately adjacent to natural watercourses, lakes, ponds, and wetlands should be left undisturbed wherever possible. Temporary crossings of watercourses, when permitted, must include appropriate stabilization measures. 300.3 Special precautions should be taken to prevent damages resultant from any necessary development activity within or adjacent to any stream, lake, pond,or wetland. Preventative measures should reflect the sensitivity of these areas to erosion and sedimentation. 300.4 The smallest practical area of land should be exposed for the shortest practical time during development. 300.5 Sediment basins or traps, filter barriers, diversions, and any other appropriate sediment or runoff control measures should be installed prior to site clearing and grading and maintained to remove sediment from run-off waters from land undergoing development. 300.6 The selection of erosion and sedimentation control measures should be based on assessment of the probable frequency of climatic and other events likely to contribute to erosion, and on evaluation of the risks, costs, and benefits involved. 300.7 In the design of erosion control facilities and practices, aesthetics and the requirements of continuing maintenance should be considered. 5 300.8 Provision should be made to accommodate the increased run-off caused by changed soil and surface conditions during and after development.Drainage ways should be designed so that their final gradients and the resultant velocities and rates of discharge will not create additional erosion onsite or downstream. 300.9 Permanent vegetation and structures should be installed and functional as soon as practical during development. 300.10 Those areas being converted from agricultural purposes to other land uses should be vegetated with an appropriate protective cover prior to development. 300.11 All waste generated as a result of site development activity should be properly disposed of and prevented from being carried off the site by either wind or water. 300.12 All construction sites should provide measures to prevent sediment from being tracked onto public or private roadways. 400.0 Site Development Permit 401.0 Permit Required: Except as otherwise provided in this ordinance, no person shall commence or perform any clearing, grading, stripping, excavating, or filling of land that meets the following provisions without having first obtained a site development permit from the City: 401.1 Any land disturbing activity(i.e.,clearing,grading, stripping,excavation,fill,or any combination thereof) that will affect an area in excess of 5000 square feet; 401.2 Any land disturbing activity that will affect an area in excess of 500 square feet if the activity is within 25 feet of a lake, pond, stream, or wetland; or 401.3 Excavation, fill, or any combination thereof that will exceed 100 cubic yards. 402.0 Exceptions: A permit shall not be required for any of the following provided that the person responsible for any such development shall implement necessary soil erosion and sediment control measures to satisfy the principles set forth in Section 300.0 of this Ordinance: 402.1 Excavation below final grade for the basement and footings of a single-family residence and appurtenant structures on a site in excess of two acres for which a building permit has been issued by the City; 402.2 Agricultural use of land, including the implementation of conservation measures included in a farm conservation plan approved by the Soil and Water Conservation District,and including the construction of agricultural structures; or 402.3 Installation, renovation, or replacement of a septic system to serve an existing dwelling or structure. 6 403.0 Application for Permit: Application for a site development permit shall be made by the owner of the property or his authorized agent to the (permitting authority) on a form furnished for that purpose. Each application shall bear the name(s) and address (es) of the owner or developer of the site and of any consulting firm retained by the applicant together with the name of the applicant's principal contact at such firm, and shall be accompanied by a filing fee of,. Each application shall include certification that any land clearing, construction, or development involving the movement of earth shall be in accordance with the plans approved upon issuance of the permit. 403.1 Submissions: Each application for a site development permit shall be accompanied by the following information: 404.1 A vicinity map in sufficient detail to enable easy location in the field of the site for which the permit is sought, and including the boundary line and approximate acreage of the site, existing zoning, and a legend and scale. 404.2 A development plan of the site showing: a. Existing topography of the site and adjacent land within approximately 100 feet of the boundaries, drawn at no greater than one-foot contour intervals and clearly portraying the conformation and drainage pattern of the area; b. The location of existing buildings, structures, utilities, streams, lakes, floodplains, wetlands and depressions, drainage facilities, vegetative cover, paved areas, and other significant natural or man-made features on the site and adjacent land within 100 feet of the boundary; c. A general description of the predominant soil types on the site, their location, and their limitations for the proposed use; and d. Proposed use of the site, including present development and planned utilization; areas of clearing, stripping, grading, excavation, and filling; proposed contours, finished grades, and street profiles; provisions for storm drainage, including storm sewers, swales, detention basins and any other measures to control the rate of runoff, with a drainage area map, indications of flow directions, and computations; kinds and locations of utilities; and areas and acreages proposed to be paved, covered, sodded, seeded, vegetatively stabilized, or left undisturbed. 404.3 An erosion and sediment control plan showing all measures necessary to meet the objectives of this ordinance throughout all phases of construction and permanently after completion of development of the site, including: a. Location and description, including standard details, of all sediment control measures and design specifics of sediment basins and traps, including outlet details; b. Location and description of all soil stabilization and erosion control measures, including seeding mixtures and rates, types of sod, method of seedbed preparation, expected seeding dates,type and rate of lime and fertilizer application, kind and quantity of mulching for both temporary and permanent vegetative control measures, and types of non-vegetative stabilization measures; c. Location and description of all runoff control measures, including diversions,waterways, and outlets; 7 1 d. Location and description of methods to prevent tracking of sediment offsite, including construction entrance details, as appropriate; e. Description of dust and traffic control measures; f. Locations of stockpiles and description of stabilization methods; g. Description of off-site fill or borrow volumes, locations, and methods of stabilization; h. Provisions for maintenance of control measures, including type and frequency of maintenance, easements, and estimates of the cost of maintenance; and i. Identification (name, address, and telephone) of the person(s) or entity which will have legal responsibility for maintenance of erosion control structures and measures during development and after development is completed. 404.4 The erosion and sediment control plan shall also show proposed phasing of development of the site, including stripping and clearing, rough grading,construction,final grading, and landscaping. Phasing should identify the expected date on which clearing will begin, the estimated duration of exposure of cleared areas, and the sequence of installation of temporary sediment control measures (including perimeter controls), clearing and grading, installation of temporary soil stabilization measures, installation of storm drainage, paving of streets and parking areas,final grading and the establishment of permanent vegetative cover, and the removal of temporary measures. It shall be the responsibility of the applicant to notify the city engineer of any significant changes that may occur in the site development schedule after the initial erosion and sediment control plan has been approved. These submissions shall be prepared in accordance with the requirements of this ordinance and the standards and requirements contained in "Standards and Specifications for Soil Erosion and Sediment Control"(the Yellow Book) published by the Illinois Environmental Protection Agency and the "Illinois Procedures and Standards for Urban Soil Erosion and Sedimentation Control" (the Green Book) prepared by the Northeastern Illinois Soil Erosion and Sedimentation Control Steering Committee and adopted by the Kendall County Soil and Water Conservation District, which standards and requirements are hereby incorporated into this ordinance by reference. The city engineer may waive specific requirements for the content of submissions upon finding hat the information submitted is sufficient to show that the work will comply with the objectives and principles of this ordinance. 405.0 Bonds: The applicant is required to file with the City a faithful performance bond or bonds, letter of credit, or other improvement security satisfactory to the city attorney in an amount deemed sufficient by the city engineer to cover all costs of improvements, landscaping, maintenance of improvements and landscaping, and soil erosion and sediment control measures for such period as specified by the City, and engineering and inspection costs to cover the cost of failure or repair of improvements installed on the site. 406.0 Review and Approval: Each application for a site development permit shall be reviewed and acted upon according to the following procedures: 8 406.1 The City engineer will review each application for a site development permit to determine its conformance with the provisions of this ordinance.The City engineer may also refer any application to the Kendall County Soil and Water Conservation District and/or any other local government or public agency within whose jurisdiction the site is located for review and comment.Within thirty(30) days after receiving an application, the City Engineer shall in writing: a. Approve the permit application if it is found to be in conformance with the provisions of this ordinance, and issue the permit; b. Approve the permit application subject to such reasonable conditions as may be necessary to secure substantially the objectives of this ordinance, and issue the permit subject to these conditions; or c. Disapprove the permit application, indicating the deficiencies and the procedure for submitting a revised application and/or submission. 406.2 No site development permit shall be issued for an intended development site unless: a. The development, including but not limited to,subdivisions and planned unit development, has been -approved by the City where applicable; b. Such permit is accompanied by or combined with a valid building permit issued by the City; c. The proposed earth moving is coordinated with any overall development program previously approved by the City for the area in which the site is situated; and d. All relevant federal and state permits (i.e., for floodplains and wetlands) have been received for the portion of the site subject to soil disturbance. 406.3 Failure of the city engineer to act on an original or revised application within thirty(30) days of receipt shall authorize the applicant to proceed in accordance with the plans as filed unless such time is extended by agreement between the (permitting authority)and the applicant. Pending preparation and approval of a revised plan, development activities shall be allowed to proceed in accordance with conditions established by the city engineer. 407.0 Expiration of Permit: Every site development permit shall expire and become null and void if the work authorized by such permit has not been commenced within one hundred and eighty (180) days, or is not completed by a date which shall be specified in the permit; except that the city engineer may, if the permittee presents satisfactory evidence that unusual difficulties have prevented work being commenced or completed within the specified time limits, grant a reasonable extension of time if written application is made before the expiration date of the permit. The city engineer may require modification of the erosion control plan to prevent any increase in erosion or offsite sediment runoff resulting from any extension. 408.0 Appeals: Any applicant may appeal any decision of the city engineer to the City Council, provided that no such appeal shall be considered until and unless the applicant has requested a conference with the city engineer (not a subordinate of the city engineer) and either the conference has been held or the city engineer has not scheduled a conference. 9 409.0 Retention of Plans: Plans, specifications, and reports for all site developments shall be retained in original form or on microfilm by the City. 500.0 Design and Operation Standards and Requirements 501.0 Applicability: All clearing, grading, stripping, excavating, and filling which is subject to the permit requirements of this ordinance shall be subject to the applicable standards and requirements set forth in this Section 500.0. 502.0 Responsibility: The permittee shall not be relieved of responsibility for damage to persons or property otherwise imposed by law, and the City or its officers or agents will not be made liable for such damage, by(1) the issuance of a permit under this ordinance, (2)compliance with the provisions of that permit or with conditions attached to it by the city engineer, (3) failure of City officials to observe or recognize hazardous or unsightly conditions, (4) failure of City officials to recommend denial of or to deny a permit, or(5)exemptions from the permit requirements of this ordinance. 503.0 Site Design Requirements 503.1 On-site sediment control measures, as specified by the following criteria, shall be constructed and functional prior to initiating clearing, grading, stripping, excavating or fill activities on the site: a. For disturbed areas draining less than 1 acre, filter barriers (including filter fences, straw bales, or equivalent control measures) shall be constructed to control all offsite runoff as specified in referenced handbooks. Vegetated filter strips, with a minimum width of 25 feet, may be used as an alternative only where runoff in sheet flow is expected; b. For disturbed areas draining more than 1 but less than 5 acres, a sediment trap or equivalent control measure shall be constructed at the downslope point of the disturbed area; c. For disturbed areas draining more than 5 acres, a sediment basin or equivalent control measure shall be constructed at the downslope point of the disturbed area; d. Sediment basins and sediment traps designs shall provide for both detention storage and sediment storage. The detention storage shall be composed of equal volumes of"wet" detention storage and "dry"detention storage and each shall be sized for the 2-year, 24-hour runoff from the site under maximum runoff conditions during construction. The release rate of the basin shall be that rate required to achieve minimum detention times of at least 10 hours. The elevation of the outlet structure shall be placed such that it only drains the dry detention storage; and e. The sediment storage shall be sized to store the estimated sediment load generated from the site over the duration of the construction period with a minimum storage equivalent to the volume of sediment generated in one year. For construction periods exceeding 1 year, the 1-year sediment load and a sediment removal schedule may be substituted. 10 503.2 Stormwater conveyance channels, including ditches, swales, and diversions, and the outlets of all channels and pipes shall be designed and constructed to withstand the expected flow velocity from the 10-year frequency storm without erosion. All constructed or modified channels shall be stabilized within 48 hours, consistent with the following standards: a. For grades up to 4 percent, seeding in combination with mulch, erosion blanket, or an equivalent control measure shall be applied. Sod or erosion blanket or mat shall be applied to the bottom of the channel. b. For grades of 4 to 8 percent, sod or an equivalent control measure shall be applied in the channel. c. For grades greater than 8 percent, rock, riprap, or an equivalent control measure shall be applied, or the grade shall be effectively reduced using drop structures. 503.3 Disturbed areas shall be stabilized with temporary or permanent measures within 7 calendar days following the end of active disturbance, or redisturbance, consistent with the following criteria: a. Appropriate temporary or permanent stabilization measures shall include seeding, mulching, sodding, and/or non-vegetative measures, and b. Areas having slopes greater than 12 percent shall be stabilized with sod, mat or blanket in combination with seeding, or equivalent. 503.4 Land disturbance activities in stream channels shall be avoided, where possible. If disturbance activities are unavoidable, the following requirements shall be met: a. Construction vehicles shall be kept out of the stream channel to the maximum extent practicable. Where construction crossings are necessary, temporary crossings shall be constructed of non- erosive material, such as riprap or gravel; b. The time and area of disturbance of stream channels shall be kept to a minimum. The stream channel, including bed and banks, shall be restabilized within 48 hours after channel disturbance is completed, interrupted, or stopped; and c. Whenever channel relocation is necessary, the new channel shall be constructed in the dry and fully stabilized before flow is diverted. 503.5 Storm sewer inlets and culverts shall be protected by sediment traps or filter barriers meeting accepted design standards and specifications. 503.6 Soil storage piles containing more than 10 cubic yards of material shall not be located with a down- slope drainage length of less than 25 feet to a roadway or drainage channel. Filter barriers, including straw bales, filter fence, or equivalent, shall be installed immediately on the downslope side of the piles. 503.7 If de-watering devices are used, discharge locations shall be protected from erosion. All pumped discharges shall be routed through appropriately designed sediment traps, basins, or equivalent. 503.8 Each site shall have graveled (or equivalent) entrance roads, access drives, and parking areas of sufficient length and width to prevent sediment from being tracked onto public or private roadways. Any sediment reaching a public or private road shall be removed by shoveling or street cleaning(not flushing) before the end of each workday and transported to a controlled sediment disposal area. 11 503.9 All temporary and permanent erosion and sediment control practices must be maintained and repaired as needed to assure effective performance of their intended function. 503.10 All temporary erosion and sediment control measures shall be disposed of within 30 days after final site stabilization is achieved with permanent soil stabilization measures. Trapped sediment and other disturbed soils resulting from the disposition of temporary measures should be perma- nently stabilized to prevent further erosion and sedimentation. 504.0 Handbooks Adopted by Reference: The standards and specifications contained in "Standards and Specifications for Soil Erosion and Sediment Control"(the Yellow Book) and the "Illinois Procedures and Standards for Urban Soil Erosion and Sedimentation Control" (the Green Book) cited in Section 400.0, are hereby incorporated into this Section 500.0 and made a part hereof by reference for the purpose of delineating procedures and methods of operation under site development and erosion and sedimentation control plans approved under Section 400.0. In the event of conflict between provisions of said manuals and of this ordinance, the ordinance shall govern. 505.0 Maintenance of Control Measures: All soil erosion and sediment control measures necessary to meet the requirements of this ordinance shall be maintained periodically by the applicant or subsequent landowner during the period of land disturbance and development of the site in a satisfactory manner to ensure adequate performance. 506.0 Inspection: The (permitting authority) shall make inspections as hereinafter required and shall either approve that portion of the work completed or shall notify the permittee wherein the work fails to comply with the site development or erosion and sedimentation control plan as approved. Plans for grading, stripping, excavating, and filling work bearing the stamp of approval of the (permitting authority)shall be maintained at the site during progress of the work. In order to obtain inspections and to ensure compliance with the approved erosion and sediment control plan, the grading or building permit, and this Ordinance, the permittee shall notify the(permitting authority) within two (2)working days of the completion of the construction stages specified below: 1. Upon completion of installation of sediment and runoff control measures(including perimeter controls and diversions), prior to proceeding with any other earth disturbance or grading, 2. After stripping and clearing, 3. After rough grading, 4. After final grading, 5. After seeding and landscaping deadlines, and 6. After final stabilization and landscaping, prior to removal of sediment controls. 12 If stripping, clearing, grading and/or landscaping are to be done in phases or areas, the permittee shall give notice and request inspection at the completion of each of the above work stages in each phase or area. If an inspection is not made and notification of the results given within five working days after notice is received by the City from the permittee, the permittee may continue work at his/her own risk, without presuming acceptance by the (village). Notification of the results of the inspection shall be given in writing at the site. 507.0 Special Precautions: 507.1 If at any stage of the grading of any development site the (permitting authority) determines by inspection that the nature of the site is such that further work authorized by an existing permit is likely to imperil any property, public way, stream, lake, wetland, or drainage structure, the (permitting authority) may require, as a condition of allowing the work to be done, that such reasonable special precautions to be taken as is considered advisable to avoid the likelihood of such peril. "Special precautions" may include, but shall not be limited to, a more level exposed slope, construction of additional drainage facilities, berms, terracing, compaction, or cribbing, installation of plant materials for erosion control, and recommendations of a registered soils engineer and/or engineering geologist which may be made requirements for further work. 507.2 Where it appears that storm damage may result because the grading on any development site is not complete, work may be stopped and the permittee required to install temporary structures or take such other measures as may be required to protect adjoining property or the public safety. On large developments or where unusual site conditions prevail,the(permitting authority)may specify the time of starting grading and time of completion or may require that the operations be conducted in specific stages so as to insure completion of protective measures or devices prior to the advent of seasonal ' rains. 508.0 Amendment of Plans: Major amendments of the site development or erosion and sedimentation control plans shall be submitted to the city engineer and shall be processed and approved or disapproved in the same manner as the original plans. Field modifications of a minor nature may be authorized by the city engineer by written authorization to the permittee. 600.0 Enforcement The administration and enforcement of this ordinance shall be the responsibility of the United City of Yorkville or their authorized representative. 601.0 Appeals: Any applicant may appeal any decision of the city engineer to the City Council, provided that no such appeal shall be considered until and unless the applicant has requested a conference with the city engineer(not a subordinate of the city engineer) and either the conference has been held or the city engineer has not scheduled a conference. 13 602.0 Conferences: At any time an applicant may ask for a conference with the city engineer concerning any application under this ordinance, and the city engineer will meet with the applicant to discuss the matter. If an applicant has been dealing with any person working under the supervision of the city engineer, at the applicant's request the city engineer(and not a subordinate)will hold a conference with the applicant. 603.0 Fees: Engineering review, legal, and construction observation fees are the responsibility of the applicant. A$500 cash deposit is required prior to the initiation of review and will be subject to adjustment after the initial review. 604.0 Violations and Penalties: No person shall construct, enlarge, alter, repair, or maintain any grading, excavation or fill, or cause the same to be done, contrary to or in violation of any terms of this ordinance. Any person violating any of the provisions of this ordinance shall be deemed guilty of a misdemeanor, and each day during which any violation of any of the provisions of this ordinance is committed, continued, or permitted shall constitute a separate offense. Upon conviction of any such violation, such person, partnership, or corporation shall be punished by a fine of not more than ($500)for each offense. In addition to any other penalty authorized by this section, any person, partnership, or corporation convicted of violating any of the provisions of this ordinance shall be required to restore the site to the condition existing prior to commission of the violation, or to bear the expense of such restoration. 605.0 Separability: The provisions and sections of this ordinance shall be deemed to be separable, and the invalidity of any portion of this ordinance shall not affect the validity of the remainder. 700.0 Effective Date This ordinance shall be in full force and effect from and after its passage and approval and publication, as required by law. Passed by the City Council of the United City of Yorkville, Illinois this day of 2003. City Clerk APPROVED by me this day of , 2003. Mayor A 11'ESTED and FILED in my office this day of ,2003. City Clerk 14 ORDINANCE SOIL EROSION&SEDIMENTATION CONTROL ORDINANCE UNITED CITY OF YORKVILLE SITE DEVELOPMENT PERMIT APPLICATION United City of Yorkville OFFICE USE ONLY 800 Game Farm Road Date Received: Yorkville, Illinois 60560 EEI Concurrence: Approved By: Date Approved: Permit Number: INDICATE TYPE OF SITE IMPROVEMENT: Subdivision Fill& Grading Pond Dredging Other: ,Being duly sworn upon his oath,in application for a Permit (Applicant) from The United City of Yorkville,Deposes and Says: OWNER'S NAME: ADDRESS: CITY: STATE: ZIP: TELEPHONE: APPLICANT'S NAME: ADDRESS: CITY: STATE: ZIP: TELEPHONE: ENGINEER'S NAME: ADDRESS: CITY: STATE: ZIP: TELEPHONE: CONTRACTOR'S NAME: ADDRESS: CITY: STATE: ZIP: TELEPHONE: MAINTENANCE PERSON'S NAME: ADDRESS: CITY: STATE: ZIP: TELEPHONE: SITE DEVELOPMENT PLAN: 1. Prepare a site development plan in accordance with Section 404.0 (Submissions)and Section 500.0 (Design and Operation Standards and Requirements)of the Soil Erosion and Sediment Control Ordinance. 2. Attach the legal description of the proposed site on a separate page. 3. COMPLETE THE FOLLOWING INFORMATION: A. Starting date: Anticipated completion date: B. Acreage of site: Acreage of project: C. Date of seeding: • D. Total area filled or excavated: Cubic yards of fill: E. Max. depth of fill or excavation: Type of fill: F. Presence of: Wetlands Floodplain Woodlands G. Water supply for pond: Surface runoff Ground water H. Additional Information: Signature of Owner Date .,cs.° C/rte �� (j o United City of Yorkville EST. Ilk 1835 County Seat of Kendall County 800 Game Farm Road U) Yorkville, Illinois 60560 O , G7";,,\ O Phone:630-553-4350 11,f �� Fax:630-553-7575 v `ELLE w CONTRACTOR CERTIFICATION STATEMENT This certification statement is a part of the Storm Water Pollution Prevention Plan for the project described below, in accordance with NPDES Permit No. ILR10, issued by the Illinois Environmental Protection Agency on May 14, 1998. Project Information: Route Marked Section Project No. County I certify under penalty of law that I understand the terms of the general National Pollutant Discharge Elimination System(NPDES) permit (ILR 10)that authorizes the storm water discharges associated with industrial activity from the construction site identified as part of this certification. Signature Date Title Name of Firm Street Address City, State, Zip Telephone Number �`,cED C/,..I w , o United City of Yorkville ) County Seat of Kendall County EST. l 1836 800 Game Farm Road U) Yorkville, Illinois 60560 0� 0 li O Phone:630-553-4350 ..,6 Cavegras O K .., v Fax:630-553-7575 `/4 L E ‘‘, NPDES /EROSION CONTROL INSPECTION REPORT Date of Inspection: Project: Name of Inspector: Type of Inspection: Weekly_ > 0.5"Precip. Contractor: Subs: Are all of the temporary and permanent_controls contained in the pollution prevention(erosion control) plan or as directed by the engineer in place? _YES NO If no, why not? Are the temporary and permanent erosion and sediment controls that have been installed operating correctly? YES NO If no, what additional controls or adjustments is the contractor hereby directed to install or perform? Are the erosion and sediment controls being properly maintained? YES —NO If no, what maintenance is the contractor hereby directed to perform? Is there tracking of sediment from locations where vehicles enter and leave the project? YES _NO If yes, describe the location (s)and the actions the contractor is hereby directed to perform. Have the additional controls, adjustments or maintenance directed as a result of the last inspection been implemented within seven calendar days? _YES _NO If no, the contractor is hereby notified that no further work activity will be permitted to take place until the needed corrective measures have been taken. Other comments: Inspector Signature ILLINOIS ENVIRONMENTAL,PROTECTION AGENCY NOTICE OF INTENT (NOI) GENERAL PERMIT TO DISCHARGE STORM WATER CONSTRUCTION SITE ACTIVITIES -OWNER INFORMATION • AST EiRST MI fSPE. .NSTBUCTIONSI OWNER TYPE:(SELECT ONE AND TYPE"X') NAME: 0 PRIVATE 0 COUNTY 0 STATE MAILING ❑ CITY 0 SPECIAL DISTRICT ADDRESS: 0 FEDERAL • CITY: ST: ZIP: CONTACT TELEPHONE AREA CODE NUMBER PERSON: NUMBER: CONTRACTOR INFORMATION l AST FIRST Ml (REF INSTRUCTIONS) TELEPHONE APFo CODE NUMBER NAME NUMBER: MAILING ADDRESS: CITY: ST: ZIP: CONSTRUCTION SITE INFORMATION SELECT EXISTING NEW CHANGE OF GENERAL p ONE: ❑ SITE ❑ SITE LJ INFORMATION NPD.ES PERMIT NO. I R 1 FACILITY OTHER NPOES PERMIT NAME: NUMBERS: FACILITY TELEPHONE AREA CODE NUMBER ADDRESS: NUMBER: • DEG MIN.SEC I DEG. MIN. SEC. CITY: ST: IL ZIP: II LATITUDE: LONGITUDE: COUNTY: SECTION: TOWNSHIP: RANGE: MMIDOIYY ttt t.1MIDO YY START OF ENO OF TOTAL SIZE OF CONSTRUCTION CONSTRUCTION • CONSTRUCTION DATE: DATE: SITE IN ACRES: TYPE OF CONSTRUCTION (TYPE"X'• FOR ALL THAT APPLY) ❑ RESIDENTIAL 0 COMMERCIAL 0 INDUSTRIAL 0 RECONSTRUCTION 0 TRANSPORTATION 0 OTHER HISTORIC PRESERVATION AND ENDANGERED SPECIES COMPLIANCE (OPTIONAL) - HAS THIS PROJECT SATISFIED APPLICABLE REQUIREMENTS FOR COMPLIANCE WITH ILLINOIS LAW ON: HISTORIC PRESERVATION 0 YES ❑ NO, AND ENDANGERED SPECIES 0 YES 0 NO? I certify under penalty of law that this document and all attachments were prepared under my direction and supervision in accordance with a system designed to assure that qualified personnel properly gather and evaluate the information submitted. Based on my inquiry of the person or persons who manage this system,or those persons directly-responsible for gathering the information,the information submitted is,to the best of my knowledge and belief.true,accurate,and complete. I am aware that there are significant penalties for submitting false information,including the possibility of fine and imprisonment. In addition,I certify that the provisions of the permit.including the development and implementation of a storm water pollution prevention plan and a monitoring program plan,will be complied with. OWNER SIGNATURE: DATE: FOR OFFICE USE ONLY MAIL COMPLETED FORM TO: ILLINOIS ENVIRONMENTAL PROTECTION AGENCY LOG: DIVISION OF WATER POLLUTION CONTROL (DO NOT SUBMIT ADDITIONAL ATTN:PERMIT SECTION PERMIT: ILRO DOCUMENTATION UNLESS POST OFFICE BOX 19276 REQUESTED) SPRINGFIELD,Illinois 62794.9276 DATE: Information required by this form must be provided to=triply with 415 ILCS 5139(1996).Failure to do so may prevent this form from being processed and could result in your application being denied. This form has been approved by the Forms Management Center IL 532 2104 • WPC 623 Rev 5195 GUIDELINES FOR COMPLETION OF NOTICE OF INTENT (NOI) FORM - Please adhere to the following guidelines to allow automated forms processing using optical Character Recognition (OCR) technology. - Submit original forms. Do not submit photocopies . Original forms can be obtained from: . Illinois Environmental Protection Agency Division of Water Pollution Control Permits Section • 2200 Churchill Road P.O. Box 19276 - Springfield, IL 62794-9276 or call (217) 782-0610 • - Reports must be typed and signed. Do not staple. Center your information by typing within the allocated areas avoiding all lines which .border the areas. Provide only one line of type per allocated area. - Replace typewriter ribbons and clean as necessary to avoid smeared, faint or illegible characters . Use the formats given in the following examples for correct foiiu completion. • EXAMPLE FORMAT NAME: ' Smith John C Last First Middle Initial Taylor T J Mfg Co Surname First (or initials) and remainder LJ Trucking Co Initials and remainder DATE: 06/30/92 Month/day/year SECTION: 12 1 or 2 numerical digits TOWNSHIP: 12N' 1 or 2 numerical digits followed by "N" or "S" . RANGE: 12W 1 or 2 numerical digits ,followed by "E" or "W" AREA CODE: 217 - 3 numerical digits TELEPHONE 732-0610 3 numerical digits followed NUMBER: '�by a hyphen and 4 more numerical.!digits _ ZIP CODE: 62546 • • 5 numerical digits only • ILLINOIS ENVIRONMENTAL PROTECTION AGENCY p CONSTRUCTION SITE STORM WATER DISCHARGE .. INCIDENCE OF NON-COMPLIANCE (ION) r1111S11111lM SOPISMIP IMPORTANT:FORM MUST BE TYPED TO ENABLE AUTOMATED OPTICAL PROCESSING. SUBMIT ORIGINAL FORM - DO NOT SUBMIT PHOTOCOPY LAST PURI Yl. /SEE KTTRUCTIO Na) PERM RTEE STREET: Crir. 3T: 23P: CO NYTR UCTION SITE NAM COUNTY: SECTION: Towxswr. RANGE: NPOES TELEPHONE AREA CQD NUMBER �DE OEC. Ii& SFC. .fit NCI ITU DE: DEG. IX SEC:1 PE NU N IT118E I L R 1 0 NUMBER ,s sato rd ,a acarol NUMBER DA (*)Of - - 14- COMPUANCE: • CAUSE OF NON-COMPUANCE ACTIONS TAKEN TO PREVENT ANY FURTHER NON-COMPUANCE ENVIRONMENTAL IMPACT RESULTING FROM THE NON-COMPUANCE • ACTIONS TAKEN TO REDUCE THE ENVIRONMENTAL IMPACT RESULTING FROM THE NON-COMPUANCE 81q nature: Th Imo: Dat.: • • Return completed form to: IllinoiEnvironmental Protection AQ.noy MRR oarFIC E USE ONLY Environmental • • Division of Water Pollution Control LOG Compiler .Aasursrve Seolbn#19 2200 Churohuf Road Pt"IT I LR 10 P.O.Box 19276 Springfield,IL 6Z794-9276 DATE • This Agency Is authorized to require th6 Inforrrvt$on under Illinois Revised Statute.,1991,Ch• •r 111 1,2,8aotion 1039. Disclosure of this Information 6 required. F•ilur.to do so may result In a civil penalty up to 510,000.00 per day of vloL.tlon or a fine up to 22S,O0o.00 per day of Y I.s on and imprisonment up to three years. This forret h.. been approved by the Fortner Management Center. Ii GUIDELINES FOR COMPLETION OF INCIDENCE OF NON-COMPLIANCE (ION) FORM Complete and submit this form for any violation of the Storm Water • it Pollution Prevention Plan observed during any inspection conducted, j including those not required by the Plan. Please adhere to the fol- , lowing guidelines toallow automated forms processing. using Optical Character Recognition (OCR) technology. . - Submit original forms. . Do not submit photocopies. Original forms I. can be obtained froth: • . Illinois Environmental Protection Agency Division of Water Pollution Control Permits Section 2200 Churchill Road I P.O. Box 19276 • [ Springfield, IL 62794-9276 j '' o.r call (217) 782-0610 r - Reports must be typed and signed. Do not staple. - Center your information by typing within the allocated areas avoidin; all lines which border the areas . LI Provide only one line of type per allocated area unless you are de- (' scribing the cause of non-compliance , environmental impact, or actions LE! g ,,, taken. ;, - Replace typewriter ribbons and clean as necessary to avoid smeared, ,: faint or illegible characters . ,' - Use the formats given in the following examples for correct form ii completion. EXAMPLE FORMAT i'P; NAME: Smith John C Last First Middle Initial Taylor T J Mfg Co Surname First (or initials) and remainder = LJ Trucking Co Initials and remainder !I DATE: 06/30/92 Month/day/year !II I.. SECTION : 12 1 or 2 numerical digits I�! TOWNSHIP: 12N 1 or 2 numerical digits followed by "N" or "S" I RANGE : 12W , 1 or 2 numerical digits followed by "E" or "w" H AREA CODE: 217 . 3 numerical digits r, '!E TELEPHONE 782-0610 3 numerical digits followed NUMBER: by a hyphen and 4 more numerical digits „_.. ---- ; , 1 Hirlits nnlv • • ILLINOIS ENVIRONMENTAL PROTECTION AGENCY , 011:1104k • NOTICE OF TERMINATION (NOT) OF COVERAGE UNDER THE NPDES GENERAL PERMIT. FOR STORM WATER DISCHARGES . • OWNER INFORMATION LAST FIRST MI. (SEEINSTRUCTIONSII OWNER TYPE:(SELECT ONE AND TYPE 7C") NAME: • I [ PRIVATECOUNTY ( I STATE • ._.. MAILING — ADDRESS: CITY SPECIAL DISTRICT CITY: ST: ZIP: FEDERAL • • I AREA CODE NUMBER CO NTaC7 l TELEPHONE , PERSON: NUMBER: CONTRACTOR INFORMATION • • I LAST FIRST MI. (SEE INSTRUCTIONS)N51 TELEPHONE AREA CODE NUMBER !NAME: i NUMBER: . 'MAILING !CITY: I ST: I ZIP: i . !ADDRESS: • CONSTRUCTION SITE INFORMATION NPDES STORM I I I I,FACIUTY I i WATER GENERAL 11 L� R 1 0 • NAME: 1 I PERMIT NUMBER MAI U NG 'ADDRESS: I , 'LATITUDE:I DEG. MIN. SEC. ILONCTTUDE:I DEG. MIN. SEC.' (MF� !CITY' ST: • I L !ZIP:! �to a_^,viitaa I I :oNCaV1 I to GaaGOnT Cs) I I . • '!COUNTY: I (SECTION: TOWNSMIPtI !RANGE I I . • 1 certify under penalty of law that disturbed ■016.at the Idertlfl•d fadlly have b..r finally stablltzsd or that all storm water dkacharge. - associated with Industrial activity from the Idemlfl•d tacilhy that are authorized by an NPDES general permit have otherwise bean eliminated. I understand that by submitting this notice of termination,that lam no longer authorized to discharg.storm water associated with Industrial activity by the general permit,and that discharging pollutant. In storm water associated with Industrial activity to Waters of the Stat.I. unlawful under the Environmental Protection Act and th.Clean Water Act where the discharge I. not authortz..d by an NPDES permit.' OWNER SIGNATURE: DATE: Y a MAIL COMPLETED FORM TO: ILLINOIS ENVIRONMENTAL PROTECTION AGENCY FOR OFFICE USE ONLY DIVISION OF WATER POLLUTION CONTROL iLOG • ATTN: PERMIT SECTION (DO NOT SUBMIT ADDITIONAL 2200 CHURCHILL ROAD �PERMIT j ILR10 DOCUMENTATION UNLESS POST OFFICE BOX 19278 ., RBQUESTED DATE SPRINGFIELD, IL 6279-:-9276 a ?r Tnle Agency I. authorized to require thls Information under Illinois P•vI.•d Statutes, 1991 Chapter II 1 1/2,SectIon 1079. Dleclosure of this 4Yi Inbrmatlon Is required under Lha:Section. Failure to do so may pr.v•m this form from bbing proc•s••d and could result In your application being denied. This form has be.n approved by the Form. Manager-..ra Center. ':'Fl" =i. GUIDELINES FOR COMPLETION OF NOTICE OF TERMINATION (NOT) FORM Please adhere to the following guidelines to allow automated forms processing using Optical Character Recognition . (OCR) technology. - Submit original forms . Do not submit photocopies . Original forms can be obtained from: • Illinois Environmental Protection Agency Division of Water Pollution Control • Permits Section 2200 Churchill Road P.O. Box 19276 Springfield, IL 62794-9276 or call (217) 782-0610 - Reports must be typed and signed. Do not staple. - Center your information by typing within the allocated areas avoiding all lines which border the areas. Provide only one line of type per allocated area . - Replace typewriter ribbons and clean as necessary to avoid smeared, faint or illegible characters . Use the formats given in the following examples for correct form - completion. EXAMPLE FORMAT NAME: Smith John C Last First Middle Initial • Taylor T J Mfg Co Surname First (or initials) and remainder LJ Trucking Co Initials and remainder SECTION: 12 1 or 2 numerical digits • TOWNSHIP: 12N 1 or 2 numerical digits followed by "N" or "S" RANGE: 12W 1 or 2 numerical digits followed by "E" or "W" • AREA CODE: 217 3 numerical digits TELEPHONE 782-0610 3 numerical digits followed _ NUMBER: by a hyphen and 4 more numerical digits ZIP CODE: 62546 5 numerical digits only 0 ci ? u+. O United City of Yorkville toollita ESL 1 _ 1836 County Seat of Kendall County Rose Spears 800 Game Farm Road y Alderman Ward 4 p L Yorkville,IL 60560 `,� Phone: 630-553-4350,ext.6002 744E ��,� Fax: 630-553-7575 DATE: October 4, 2002 TO: Larry Kot FROM: Rose Spears RE: Street Name Nominees On October 3, 2002, the following individuals have been reviewed and recommended by the Human Resources Commission for consideration to have streets named after them in accordance with the United City of Yorkville's policy. Identa Austin Joyce Barrett Jo Anne Behrens Tom Cross Gerald Dalton *J. Dennis Hastert *Dwayne (Bud) Hayden Dallas Ingemunson Elden Madden *John Marshall Richard Undesser I have attached a copy of the completed nominating form and specifics for each of the recommended nominees in order for the Public Works Committee to review. Names denoted with an asterisk indicate additional, specific documentation is currently being compiled. Upon completion, I will forward copies to you for review by the Public Works Committee. We are currently developing a routing form for each of the nominees in order to keep an accurate record of the nominees being reviewed by the Human Resources Commission, Public Works Committee, City Council, City Engineer, KenCom and the U.S. Post Office to avoid duplication. This form should be finalized by the end of next week. I will provide you with copies for each of the above-listed nominees. Please do not forward the names to the City Engineer, Ken Com or the'U:S."'ost Office until the form is attached. It will avoid confusion. If you have any questions, please call me. �ods� hO ,, �' United City of Yorkville EsT1836 County Seat of Kendall County Rose Spears 800 Game Farm Road oA i i o Yorkville, IL 60560 Alderman Ward 4 - :.. `,� Phone: 630-553-4350, ext. 6002 '7 LE 1,V Fax: 630-553-7575 DATE: November 11, 2002 TO: Larry Kot FROM: Rose Spears RE: Street Name Nominees On November 7, 2002, the following individuals have been reviewed and recommended by the Human Resources Commission for consideration to have streets named after them in accordance with the United City of Yorkville's policy. J. Dennis Hastert Jeaness and Curt Medin I have attached a copy of the completed nominating form and specifics for each of the above- listed, recommended nominees in order for review and/or approval by the Public Works Committee. Also attached is a draft routing form letter for the nominees being reviewed by the Human Resources Commission, Public Works Committee, City Council, City Engineer, KenCom and the U.S. Post Office. Hopefully, duplication of street names will be avoided if these procedures are followed. Also attached is a letter the Committee on Street Names (Rose Kahle and Elden Madden) will mail to individuals that are nominated. If you have any questions,please call me. 4c)64R-- V UNITED CITY OF YORKVILLE To: Tony Graff, City Administr or From: Joe Wywrot, City Engineer Subject: Hydraulic Avenue Intercepto Date: January 30, 2003 Attached find one copy of the proposed engineering agreement with Walter E. Deuchler Associates, Inc. to prepare plans and provide construction guidance for the reference project. The agreement is for an amount not to exceed $262,500. The project consists of replacing the existing YBSD 15" Interceptor on Hydraulic Avenue from State Street to the Corn Ed right-of-way with a 42" sewer at a deeper elevation. The preliminary construction cost of the project is approximately $1,500,000. Engineering, legal documents, and land acquisition increase the estimate to about $1,900,000. The cost of this project is to be borne by developers of The Highlands subdivision and the Windett Ridge subdivision. We should require a deposit from them in the amount of $140,000 before authorizing Deuchler to proceed with design work. We would need another deposit in the amount of$122,500 before we released the project for bids. Please place this item on the Committee of the Whole agenda of February 4, 2003. Cc: Ralph Pfister, Yorkville-Bristol Sanitary District ENGINEERING AGREEMENT FOR DESIGN SERVICES AND CONSTRUCTION GUIDANCE OF THE HYDRAULIC AVENUE INTERCEPTOR UNITED CITY OF YORKVILLE This Agreement is made and entered into this day of , 2003, by and between Walter E. Deuchler Associates, Inc.whose address is 230 S. Woodlawn Avenue,Aurora, IL 60506, hereinafter called the "Engineer", and the United City of Yorkville, Kendall County, Illinois, hereinafter called the "Owner", and covers certain professional engineering services in connection with the improvement. Witnesseth that, in consideration of these premises and of the mutual covenants herein set forth, Now,therefore,the Owner and Engineer, in consideration of their mutual covenants,herein agree in respect to the perfoimance of professional engineering services by the Engineer, and the payment for those services by the Owner, as set forth below. SECTION 1 - PROJECT DESCRIPTION 1.1 The existing 15 inch sanitary sewer on Hydraulic Avenue is presently lacking capacity during rainfall events of minor magnitude. An engineering study of the YBSD Facility Plan requires replacement of the existing 15 inch sewer with a much larger one to serve potential future wastewater flows from undeveloped areas south of the Fox River. 1.2 This PROJECT consists of replacing the existing 15 inch sewer on Hydraulic Avenue with a 42 inch sanitary interceptor from the existing siphon chamber across State Street easterly to the ComEd right-of-way. SECTION 2 - THE ENGINEER AGREES 2.1 To perform professional engineering services in connection with the Project, as hereinafter stated. 2.2 To serve as the Owner's professional engineering representative in those phases of the Project to which this Agreement applies, and to give consultation and advice to the Owner during the performance of services. 2.3 To sublet geotechnical and archaeological survey work. 2.4 To provide Design Services for the Project described in Section 1.0, as delineated on the attached Exhibit A and as summarized in the following: -2- 2.4.1 Perform topographic surveys. 2.4.2 Order title commitments of parcels near the ComEd right-of-way. 2.4.3 Prepare Plans and Specifications of the proposed 42 inch gravity sewer based on the alignment shown on Exhibit A. 2.4.5 Locate markers and monumentation of parcels and ROWs and prepare plats of easement for parcels by the ComEd right-of-way, as needed upon easement negotiations and property acquisition by the Owner. 2.4.6 Assist the Owner in obtaining appropriate permits from the State of Illinois EPA. 2.4.7 Upon authorization of advertisement for bids by the Owner,the Engineer will furnish Owner necessary copies of the Plans and Contract Documents and will endeavor to interest competent contractors in submitting bids on the work as advertised, and will advise with the Owner in the matter of letting contracts for work on the basis of bids received. 2.5 To furnish construction guidance for the Project. 2.5.1 Video taping the site prior to any construction activity. 2.5.2 Consultation on interpretation of plans and specifications and changes under consideration as construction proceeds. 2.5.3 Establishment of lines and grades for the work as construction progresses. 2.5.4 Checking all shop and working drawings. 2.5.5 Furnishing a Resident Project Representative (RPR) at the job site to provide continuous observation of the work. The duties, responsibilities and limitations of authority of the RPR are set forth in Exhibit B to this agreement. 2.5.6 Reviewing and checking all reports by testing laboratories on equipment and material tested, if provided by the Owner. 2.5.7 Reviewing and checking all payment estimates, change orders, records and reports required. 2.5.8 Preparing final pay estimates. 2.5.9 Preparing record drawings and supplying the City mylar record drawings after completion of construction. -3- SECTION 3 - THE OWNER AGREES 3.1 To furnish available data such as utility maps, special design criteria, available plans of existing subdivisions,title searches for determination of existing right-of-way and property encumbrances. The Owner will negotiate easements for parcels located near the ComEd ROW. 3.2 To designate in writing a person to act as Owner's representative with respect to the services to be performed or furnished by Engineer under this Agreement. Such person will have complete authority to transmit instructions, receive information, interpret Owner's policies and decisions with respect to Engineer's services for the Project. 3.3 To pay the Engineer, for those services described in Section 2 a not-to-exceed amount of $262,500.00 based on the Engineer's Fee Schedule attached, for the 2003 calendar year or the current schedule in effect after calendar year 2003. 3.4 That those services beyond the scope of Section 1 and not included in Section 2, such as,but not limited to, assisting the Owner in negotiating easements and acquiring property, changing alignment of the interceptor due to failure in acquiring easements and others,will be considered additional work. Compensation for additional work will be paid in accordance with the attached 2003 Fee Schedule for the 2003 calendar year or the current schedule in effect after calendar year 2003. 3.5 That payments due the Engineer for services rendered will be made in monthly payments based upon actual work completed. 3.6 To pay Engineer within thirty (30) days after the invoice date, after which, payment will increase at an interest rate of 1.5% per month. 3.7 That Engineer has the right to suspend or terminate service if undisputed charges are not paid within forty-five (45)days ofreceipt of Engineer's invoice, and Owner agrees to waive any claim against Engineer arising, and to indemnify, defend, and hold Engineer harmless from and against any claims arising, other than from Engineer's negligence or wrongful conduct,from Engineer's suspension or termination due to Owner's failure to provide timely payment. Owner recognizes that any charges not paid within thirty (30) days are subject to a late payment charge equivalent to 1.5% of the balance due for each additional month or fraction thereof that undisputed charges remain unpaid. 3.8 In the event of termination by Owner under Section 4.2 for convenience or by Engineer for cause, Engineer, in addition to invoicing for those items identified in Sections 3.3 and 3.4 shall be entitled to invoice Owner and shall be paid a reasonable amount for services and expenses(not to exceed a total of$1000.00),directly attributable to termination,both before and after the effective date of termination, such as reassignment of personnel, costs of terminating contracts with Engineer's Consultants, and other related close-out costs, using -4- methods and rates for Additional Services as set forth in Section 3.4, but in addition to amounts paid thereunder. In addition a 10% charge of the unbilled amount as set forth in Section 3.3 shall be paid by the Owner to the Engineer. 3.9 To pay the Engineer an additional 8% for sublet services and outside vendor expenses. 3.10 In the event that Owner shall bring any suit, cause of action or counterclaim against Engineer, to the extent that Engineer shall prevail, Owner or the party otherwise initiating such action shall pay to Engineer the cost and expenses incurred to answer and/or defend such action, including reasonable attorneys fees and court costs. In no event shall Engineer indemnify any other party for the consequences of that party's negligence, including negligent failure to follow Engineer's recommendations. 3.11 Engineer's employees shall not be retained as expert witnesses except by separate written agreement. Owner agrees to pay Engineer pursuant to Engineer's current fee schedule for any Engineer employee(s) subpoenaed by any party as an occurrence witness as a result of Engineer's services. 3.12 The Engineer will not be responsible for job or site safety of the Project other than arising from validly implemented affirmative recommendations therefor. Job and site safety will be the sole responsibility of the contractor/contractors of the Project unless contracted to others. 3.13 The Owner shall require in any agreement it makes with a Contractor for the Project that the Contractor shall obtain Commercial General Liability Insurance with contractual liability and shall name the Engineer, its employees and consultants, as additional insured,with said coverage to be primary and non-contributory. In addition, the Owner agrees to name the Engineer, its employees and consultants, as an additional insured on any policy of Owner covering the Project, with said coverage to be primary and non-contributory. When Owner requests services of the Engineer in any capacity other than as a design professional, then, to the fullest extent permitted by law, the Owner shall defend, indemnify, and hold harmless the Engineer,its employees and consultants,from and against claims,damages,losses,costs, including but not limited to reasonable attorneys fees and costs, ("Losses") arising out of or resulting from the Engineers performance of services other than as a design professional (including any services that could be construed as those of a construction manager)provided that such Losses are attributable to bodily injury, sickness, disease or death, or to injury to or destruction of tangible property to the extent caused, in whole or in part, by the contractor, subcontractor, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable. This provision shall survive the termination or completion of this Agreement. 3.14 Neither the professional activities of the Engineer, nor the presence of the Engineer or his or her employees and subconsultants at a construction site, shall relieve the General Contractor and any other entity of their obligations, duties and responsibilities including,but -5- not limited to, construction means, methods, sequence, techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Engineer and his or her personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The Owner agrees that the General Contractor is solely responsible for job site safety,and warrants that this intent shall be made evident in the Owner's agreement with the General Contractor. The Owner also agrees that the Owner, the Engineer and the Engineer's consultants shall be indemnified and shall be made additional insureds under the General Contractor's general liability insurance policy. In addition, and notwithstanding any other provisions of this Agreement,the Owner agrees, to the fullest extent permitted by law, to indemnify and hold hailiiless the Engineer, his or her officers, directors, employees, agents and subconsultants from and against all damage, liability or cost, including reasonable attorneys' fees and defense costs, arising out of or in any way connected with the Project or the performance by any of the parties above named of the services under this Agreement, excepting only those damages, liabilities or costs attributable to the sole negligence or willful misconduct of the Engineer. 3.15 The Owner agrees to limit Engineer's liability specifically and exclusively to the Owner on the Project arising from Engineer's professional acts, errors, or omissions or breach of contract or other cause of action, such that the total aggregate liability of Engineer to all those named shall not exceed $100,000.00 or the total cumulative fees for the services rendered for this Project, whichever is greater; and Owner hereby releases Engineer from any liability above such amount. 3.16 If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. 3.17 That any difference between the Engineer and Owner concerning the interpretation of the provisions of this Agreement shall be referred to a committee of disinterested parties consisting of one member appointed by the Engineer, one member appointed by the Owner and a third member appointed by the two other members for disposition and that the committee shall attempt to resolve the difference by formal non-binding mediation conducted in accordance with rules and procedure to be agreed upon by the parties. -6- SECTION 4 - IT IS MUTUALLY AGREED 4.1 During the progress of work under this Agreement,the Engineer shall continuously monitor its costs and anticipated future costs, and if such monitoring indicates possible costs in excess of the amounts stated in Section 3 above, the Engineer shall immediately notify the Owner of such anticipated increase and the compensation for engineering services shall be adjusted, if any, by amendment to this Agreement. 4.2 This Agreement may be terminated by the Owner upon giving notice in writing to the Engineer at his last known post office address. Upon such termination, the Engineer shall cause to be delivered to the Owner all drawings, specifications, partial and completed estimates and data,with the understanding that all such material becomes the property of the Owner. The Engineer shall be paid for any services completed and any services partially completed in accordance with Section 3. 4.3 That the Engineer warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Engineer, to solicit or secure this Agreement, and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Engineer, any fee, commission, percentage, brokerage fee, gifts, or any other consideration,contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty the Owner shall have the right to void this Agreement without liability whatsoever. 4.4 That the Owner acknowledges that the Engineer is a corporation and agrees that any claim made by the owner arising out of any act or omission of any director, officer or employee of the Engineer, in the execution or performance of this Agreement shall be made against the Engineer and not against such director, officer or employee. 4.5 That the Owner and the Engineer each binds himself and his partners, successors,executors, administrators and assigns to the other party of this Agreement and to the partners, successors, executors, administrators and assigns of such other party in respect to all covenants of this Agreement; except as above, neither the Owner nor the Engineer shall assign, sublet or transfer his interest in this Agreement without the written consent of the other. Nothing herein shall be construed as creating any personal liability on the part of any office or agent of any public body which may be a party hereto, nor shall it be construed as giving any right or benefits hereunder to anyone other than the Client and the Engineer. 4.6 All Reports, Drawings, Specifications, other documents, and magnetic media prepared or furnished by the Engineer pursuant to this Agreement are instruments of service in respect to the Project, and the Engineer shall retain ownership of said documents and magnetic media including the right of reuse by and at the discretion of the Engineer whether or not the Project is completed. The Owner may retain copies, including reproducible copies, of the Engineer's documents and magnetic media for information and reference in connection with the use and occupancy of the Project by the Owner and others; however,the Engineer's -7- documents and magnetic media are not intended or represented to be suitable for reuse by the Owner or others on additions or extensions of the project, or on any other Project. Any such reuse without written permission and verification or adaption by the Engineer for the specific purpose intended will be at the Owner's sole risk and without liability or legal exposure to the Engineer. The Owner shall indemnify and hold harmless the Engineer from all claims, damages, losses and expenses including attorneys' fees arising out of or resulting therefrom. Any furnishing of additional copies and verification or adaptation of the Engineer's comments and magnetic media will entitle the Engineer to claim and receive additional compensation from the Owner. 4.7 The Engineer's agent shall perform the function of Agent or Representative of the Owner, during the performance of the PROJECT. The Engineer may be required to enter private properties and private premises to perform the work identified in the PROJECT. The Owner agrees to indemnify, defend and hold harmless the Engineer from any claim, suit, liability, damage, injury, cost or expense, including attorney fees, arising out of Engineer's entry into private properties and private premises, unless resulting from Engineer's negligence or wrongful conduct under Section 3.7 or as provided by law. IN WITNESS WHEREOF, the parties have caused this Agreement to be executed in triplicate counterparts, each of which shall be considered as an original by their duly authorized officers, this day of , 2003 Executed by the Owner: United City of Yorkville State of Illinois ATTEST: By By Title: City Clerk Title: Mayor Executed by the Engineer: Walter E. Deuchler Associates, Inc. 230 S. Woodlawn Avenue Aurora, IL 60506 __.....-- By -401111111.011- Title: iTitle: President L i / I I J _ — I I I 1 ' _ _1', A3lS,..M / — J— _ - - L —_ _ / _ Z , — — �OTvIAT ED-4-co--- 0 W 1 — L _ O ? i -7- - - - -1- - Z I l- I — r — I - -+ _ _r — — r- - - :21 ---I - - -I L _ — -1 - - -I- -I- -I ❑ I _ - I _ —i—ll fir — w I 1 I L i - - - - - ( I I I I I I I 1 —I— — I z I: I I C _IH 11LIHJJ1 o - + f + + -�7 - O 1J � �X rt 1 I I 1S 1�18� —ANIIII _ _ — l 113: - -I �- f____' -_ _ Imo'- u_IJP S 1 35i lag r1. N e ael r -1 I I I IL + -I- -I-I f- -I- + + - ls H �n I I PI-1_ F1� 1 I I II I J L Q I• S C Z _I]Io +,-+- f LS °NIA — - III — -1-- 1 I1. 31�1S I ' 1 Q _I_ C + ,.1� T- mt SVVdQ. I I- _ . �z� 1 _�I L L _i_0 1 c) — I ,__ _i _IL. -1- o I— _i_ _1 Cn ' L I ,,..____45,_ T I I SHEET • - ' WALTER E. DEUCHLER ASSOCIATES, INC. of 1 — dlta, �� 1 REVISIONS EXHIBIT A F:\YB\02051\EXHIBIT-D DESIGNED PFM BOOK XXX JOB NUMBER HYDRAULIC AVE. INTERCEPTOR DRAWN JES IAPPROVEDPEM DATE 01/28/03 lscALE 1"=400' 1777/02051-00 • �� Ljt:.i_`! '. FOR PROF ONr r �- i?C" ,19 (lease W iii.SIO. 1910-1, L Siii OF Tr Dt'3T.S,=PONSUTTri-ms LailTATIONS OFi O 'O ' >+ !i PROJECT RI. 177Tis is an~: iii to, a Pt of inccrper2edcy r-erence with the.4 erezt rrn.de on 19 heti very (OrsvT.1;i{} ar,ri provi47k.tz,for gnf _is • ev e°. c se`vices. S`n-,71 R h a Resident Project ('�PR), and other field. S`- " to - _ `�4 SLtiI -.T�2 obs VILige:lui:,: : ce d7-th -7v-Ca Of Ccs i .:ctcr. 'I o _more ext .dee on-sIte obsei`i ons of the 7-Jerk s and field cbecks ect#T by y iPR and assts -"- S y L^ a ,�'2 cr^T1 endeavor to oro imide iLL�i' for OTJ!`#ER � ��lir .l7� '..uGii OWN7-i. deL and deficiencies in. the work of CON ' TOR;but, the -i 1r7 of such. services `z juiL.=R reston Ciel for orrT'Ie !G =•ac^.n=loviei ,methods,tec nicoes,secne-ices G'oroce i:i s or Iri safety i ie`CI CS uta^ "4 Gr r.s:,,,G'TI`s'Ti-v for CONTR..R C!Oil's '"L u e o?m the Work Ia. uc ice Yvltii the Ct t t,..c L-cc --...;ears and T_'y.ar Co he Ste-±-ic Tr1 oas set forth> ur' c I.C6 of : are a_nlicebld_ The c ii ies and rc tans;r a ies of the RPR are-IT-Tired to those of is�!r •' T1 L c eT- T t "•+S i"n�...i1Cs1.L#• .ms's�`_._�. .rL.. w�i.t. the OWNER and in the Cvr_tJuiCL cn• ConTacaDcci:E_:eittr,and are usher LT-ii'd%?Ilcc dews ibed aS fo� RPI-R.is E4u�! .'s agent at the site, wYlii act as directed by and T'I-rccer the =en-is-ion of C jTF. and t-i ron iL. lLr'7�# �.,]rid- iz - etr c f . YI.. w11�Li �t�' 7 Wil'' L �4 j i.�C1�1'•'.?il.-�1 S a_` �:Cb.. lY.l�S'J f-"1'1•`l C tom. ��1 (17,--:1 �-eral ce n -iR V e won �--- ��i:�� and CONTRACTOR -�Gam!' yes_ s�-y. �.�-L asl��4u RJR's • tivii. only be Tic"or with.the fail C ems_ and aroro ial of CONTRACTOR=PR-IbOI' generally cc Ti e with OWNER w:t the Tcrc rwieda' of and and -"TPdi-ctiion.of E C-WEIR LC' h'i'ri-=S:Review the rrc�--ss sC edule sche"..0 Ie of S'ncpLic'�v"T�_ ..._:i, =a and�.,..ed rte tit vainas- repuie by CONTRACTOR cid co—alt with acre t=-1-Tir 2_ Cozersnces and ee ,gs_r"-Lend sleet with C01.1 C'O s-ciias preccns cion c:,t e eitces, Uivgress meett ,job con erencas t c1 other},ic ject rel ed meeti , andi,recare and C.:1.,-ZILILeCT,i'S Cf n mtsereo_ i. oar a. Serve as E"CilISnr.'s iia; :n r;II CONTRACTOR. wow,72-, COIN cam. d asdetfu TiT's7�ra aa Tri-73-theirtPri.oft the Contact = v fry as O, " -t's 13aI cn with CON? CTOR when CON i t CTOR's orerafions-a .---OWN- ER's-onsite operations_ " Assist Obfa V II OWN7-7R-a orai detnTh;OS intoetat=uii,when r2c1. `d for of the Work_ 4. Shop Drawings and San:vies.: a. Record dale of receipt of Shop Dr wT'0 and.s r-ri_es. b. Receive sau:Aes which she at the size by COt-t'1 RA=OR,and notay=Cril\t-5.2±a witty of sa", ilee for ; c_ Prri CONTR.-1.CONTRACTOR of the commencement of any Wow rvql- tf a ecu w cr s:1-i-mIe if the s.:11ii1itt,aT haq not been a aed by ( r 5. Review of-TY-ark,Rejection of Defec...:7e Work, Inspections and Tests: a.. ConciH ton-: e oboe:at'ons of the Work in rri,cg-r s_.toassist det..er"'1 if the Tf''II_- is in general proceeding in accordance with the Contract Documents..1 ' b. Retort to77'.1C-TN - whenever RPR.be.ievec tf' any;dos is r=ri,-r:c ao cry, f7Pity or ee Wive. er Coes act conform to Cie Contract✓Cc'i-i-nts,or as bees c'arnaze-i cr does act meet me v1T._C' of any ifi._�ecton, test or tjt val required to be zra4-4P; and advise lG of Work thai RJ=R believes should be can Gr jec ed or-should be uncover for o ser.ro�z, or r u es . 1 ,IIypec tion OT 4p.LA JVa.I_ C. z1 _hay that tests,e ina meat and systems starthr,s and opera�tt:ig a'd.maz-;t rv-nceiri-,� c du in the fence of a1 pr otre personnel,and rha*CONTRACTOR ; ;rs-a e u to records theme- and observe,lar.]ad and 17-OCrt toL1Gt!;-r.KLro riot sat Is rein -ve to the i,.si proca S and s U.LtfS_ Acontoany vin±. specter r pros t i esaPublic or other age-a .. s h:` 7:1u.:SIIic on overahe FTC1e` record.the results of these i. ix'.$ and resort to 6_. Znr rete or_ of Cola.`r Docizmen.=:Re cr`toF izi�Vr r.K when c:at c ons and i -e preteens of the Con`-act Documents are need a- ti --n to CONTRACTOR C -F anis and ticns as ayENG��}t �-?z l_ cc c onr: Consider a t'" e v al-Fat CON?RACTOR's stt_ S im is for s?tc fie-;tone. L Drawings or Sce ul �0 and rer:o tNit RPR's-S _Ds,:,., eau _.:.5 tJd yt.}--.r,'L 1- --' t to CO—'t dec'&or ..as issued a_ -54,19a-r.,-a7r at the Job 5tie orderly tiles for corespondeace, reports of job coofai ices, S_hOD Dra,a:.a= and saries, ie_`i.od ctions of (T3iL'o I Contact Documents Wt ii DLrec ve yces� • - - Auee da, C1 a-e Gr :�,Fleid Order, arTrn fln 1 Draw;ltgs issued subse✓ueat to the e>ecndon ;fie -- Contract, -.tai+ i r-.b. 's cladclaiacations of the Cont Dci..;..th.eats..1.tc s reports,- - and other Project re ...,. dccumrrr`�_ b. K ep a diary m-log book,.rcordo CO-'T ACTOR hours on the job site, w er con -Trio-17s, riot:: relative to question of Work Direcd e C-7lati'es Cid^ ge Orders or changed ccnt?ii iio is,Es-t c Job site �/ 3 ii`, C{P'.tj cL�1Y ez, deisio , obseiYa"tto in general, and soe'�c observations in more de. Ii as. the C.:..se l i o'eerv'�'_2 tesi.Ji cee'"Trr'ees;and send copies to c_ Re:rd —es, at eesses and t Tenho e at:t bens of ail CONTRACTORS, subcouu dors and rr-r1or e i h'e of rr-teria+,s a td. tem 9. R vor.s. - a- Ft_a. kl-t -.—{ perio ..0 T .:ortts as of in-ogress of the Work.and. of COLA:Zr'L.'3OR's coTuE`nce with the oroc:ze schedule and schedule Gi Shop Drawl=and sample submittals. - •b Certs eft wth.�„"''!i='T .r 1�i.advance of scheduled major tests,in.eec".?oars or stat of 1.,!tor`tatt pi c:s of the rlY ori C_- Daft DS pose C n Orders and Wo DL:tive Ct^T S, obiaining `Y-eral from CON- : TRACTOR and>: mme-ndto-ENC-1-N. ~.�. .Caange Orders,Wc Dire five Orionis,and..Field Osiers. d.. Re ort r--zedia elv to F'}GI F-77 c a-r O anon the oc,.u.:lencr of any a..:cenL - 10_ Pa> ..r e ,es.s:Reviles.a;pati ons for payment with CONTRACTOR for cora ni arca with the estab- - Iished}r:Jcedura for their s avriSsion al=ts forward withie..ni t.o'en at ons to n!-GII+tE ,noe pa c- - n1 '-iy the regions of the payment retested to-the schedule of vaises,Work compietedx-,d materials - - and eminent de1.i'+C.ed at the site but act incorporated cor perated in the.' i or . " 1i. Cer'ijicztez, Operri4on Ma zzza!s:D tng the cot e of the Wort,verifyt +rtr ceras catez, -- t,,r-•=r�tena�tce and oiler on rn; rnnas and other riot= maul.red to.be assembl and fr _,.ishe by CON- =OR OR arear 3icable to the iters‹, act7a±iy irrs-rni d and in ac;.or{�rcew+?Lthe Coutes Documents, and have ,i'-i s.material deiive:w to ENG-Th-i- for review and forwaL 3 f a to QW .. quer to Thial - c y eut foi the Warm: 12_ Corn Lit. . a_ Deiore -GT}H F issues a Cert rl:? of Subst l C,; _;Iedon, SULtiLit to CON= C"1 OR a list of - observed Lt rrc ac inn cc:.- rietion or borraau_ b. Conductf;-al irx ne on in the company of ENG.. r-.=, O t t, :nil CON`i_=2..a CTOR and repo a ftral List of items iebe comoleted or corrected_ c. Observe t=at all itcrrs an i^1 at. have been completed cr corrected and make recommendat;cnS to F'tGD 1E.,'�concerr*:r7 a .r.3ta-rTce. ix • C. 1-y3'7'lS A; litta i7 PeSi ei- 3 `Represent.-ye: I. Shall not anT hod e any de ii t Tcn 11 x:311 the Wu i DCc.,,rne:ft or SZ±5Sa:L:ou of I'ar,r mess 0y " - L- Z_ S'> oct e macaed I±z ±a ic-� s az 1G "_.:s ',s: 7 as set 1ilr:ii in theernent or the Ccs Docum=rts_ 3. SriI not un e any cf the rL..�on roes of CON S CT©R s c..p{;, tor or COt 1�-�CI'OR's- - 4_ Shall.not ac rise on,ism + ccns r u'e to or ris e co - i.over any aspect cf them u1,1-e: c , t iL es,. sec`s.or cf con or_ mess such advice orcc Lens are L y - n by the-Cc ;ct Dccimelits. - - 5_ v aTT not2Lf'+ae on,iznceors l'"- ti,ig or as -1"P L:7:.:icI over 1.ty11dcns and�n:ro "�zis- ise i r�i3 e WC,r - _ 6_ S'io"T not L a'vngof Sa: r1e S� i-a#S anyone other 7_ Sm-- act ate' c i-I.e_0 Si?4 to csz:acy the or part S. Ste:.{+ field or :oSzaai -'vests or nspectcns con cte 'c of era r WALTER E. DEUCHLER ASSOC. INC. 2003 FEE SCHEDULE CLASSIFICATION RANGE OF BILLING RATE CLERICAL 37.00-57.00 JR. TECHNICIAN 32.00-40.00 TECHNICIAN/DRAFTSPERSON 55.00-75.00 CONSTRUCTION OBSERVER 55.00-75.00 SURVEY CREW (2 Members) 95.00-120.00 ENGINEER 62.00-72.00 PROJECT ENGINEER 72.00-95.00 PROJECT MANAGER LAND SURVEYOR PRINCIPAL 90.00-122.00 12/16/2002 0 PAGE 1 (.0 °SI- 0 United City of Yorkville County Seat of Kendall County EST. ®1836 �'- 800 Game Farm Road ,< , Cl) Yorkville, Illinois 60560 0 1-• 1"- 0 Phone 630-553-4350 .14 k �� Fax 630-553-7575 v MEMORANDUM 7/ / DATE: January 30,2003 ✓'� In r, ' TO: Mayor and City Council j. t, I FROM: Richard Scheffrahn, Chairman Facade Program - JV SUBJECT: 111 S. Bridge Street and 202 S. Bridge Street 1. 111 S. Bridge Street The façade committee has met and reviewed the documents from Robert i Dearborn for 111 S. Bridge Street. We are recommending the City reimburse Mr. Dearborn one-half of his expenses totaling $16,112.39, which would be $8056.20. Mr. Dearborn has met the criteria for the facade committee to receive this disbursement. 2. 202 S. Bridge Street The façade committee has reviewed the documents for the Yorkville Kitchen Bath and Flooring at 202 S. Bridge Street and we are recommending the City reimburse Ms. Sharon Roscher for one-half of her expenses totaling $3700.00 which would be $1850.00. Ms. Roscher has the approval of the facade committee for her improvements. DRAWING NAME: SAProject Files\Active Jobs\0134\Drawing Data\4-Planning\General Development Plan\General Development Plan Rendered 1-3-03.dwg DATE PRINTED:Jan 31, 2003-9:01am .9 h. dig W-W HIKING 'W1 YORKVILLE, LENGIS JOGGING TRAIL V-V HIKING JOGGING TRAIL CONNECTION TO REGIONAL TRAIL SYSTEM COMMERCIAL MM Mw 20.7 ACRES 4M, -,-"?M gm NEIGHB(D)RHOOD 1 Si"GLE FAMILY A 47.3 ACRES 8(Y x 1501 120 UNITS MR CREEK NOTE: THIS AREA IS CURRENTLY OWNED BY THE KENDALL COUNTY FOREST PRESERVE. THIS PLAN CALLS FOR THE AREA TO BE DEVELOPED AS NEIGHBORHOOD PARK W/ COMMERCIAL WITH THE OFFER THAT BALL DIAMOND - 6.0 AC THE FOREST PRESERVE WOULD TRADE FOR AN EOUAL AMOUNT OF LAND WITHIN THE OPEN SPACE OF CLUBHOUSE AMENITY MR, THE PROJECT TO BE GIVEN TO THE 6'4Y HIKING FOREST PRESERVE JOGGING TRAIL PLANTED CRESCENT NEIGHBORHOOD 3 MEDIANS CONDO/APARTMENTS 18.8 ACRES NEIGHBORHOOD 2 280 UNITS SINGLE FAMILY B 48.6 ACRES 04, 1.40 7a x 14V 143 UNITS IM NEIGHBORHOOD 8 1 MULTIPLEX B 16.0 ACRES p =Mk 114 UNITS ZZ" .......... .......... NEIGHBORHOOD 5 RESTORED WETLANDS MULTIPLEX B PEDESTRIAN BRIDGE,. 15.9 ACRES CROSSING 102 UNITS COMMUNITY PLAYGROUND ^01 PICNIC PAVILION AND AIN PICNIC AREAS g fmg ", MA TOTAL OPEN SPACE CLUBHOUSE SWIMMING POOL 80.8 ACRES VOLLEYBALL REGIONAL TRAILS 1.5 ACRES TENNIS COURTS NEIGHBORHOOD TRAILS 1.5 ACRES BOAT DOCK FISHING PIER . .... SOFTBALL FIELDS �pg SOCCER M wW011, FIELDS NEIGHBORHOOD PARK 9.0 AC NEIGHBORHOOD 6 V-(r HIKING SINGLE FAMILY B JOGGING TRAIL 29.7 ACRES I MEN-,VIN la-0* REGIONAL 7a x 145' 88 UNITS BICYCLE TRAIL V-0- HIKING JOGGING TRAIL NEIGHBORHOOD 7 w VIM FIT Owl MULTIPLEX C f CREEK 24.4 ACRES CONNECTION�TO',,,,L.,,,,,,.-,,�,-,,,.��'�,.',,,,.,. (N 62b E 9,3T Ch, 618.40) 200 UNITS REGIONAL TRAIL SYSTEM W— 618.4121 77, lip v 42� d 4 SITE DATA JECT SINGLE FAMILY 125.6 ACRES 42% 351 UNITS MULTI-FAMILY 75.1 ACRE 3 25% 696,UNITS OPEN SPACE 79.3 ACRES 26% COMMERCIAL 20.7 ACRES 7% . 1047 UNITS TOTAL 300.7 ACRES 100% 3.48 DU/AC 4Z S 87030'52', W 123 1.33' E (2640.0')2663-90' LOCATION MAP NOT TO SCALE ,,,� C- > 0 GENERAL DEVELOPMENT PLAN ocean atlantic Lannert Grou (D z P, 0 0 M OWNER/DEVELOPER Z M Landscape Architecture Planning Community Consulting 66 (o (P n 1800 DIAGONAL ROAD, SUITE 425 Y, 8 -8088 (630) 208 ALEXANDRIA, VA 22314 C) 0) 200 Fax (630)208-8050 M 200 100 0 4 0 600 215 Fulton Street http://Www.lannertcom (703) 299-6060 D Ry V 1A D U WE 3 CUE SCALE IN FEET Geneva, Illinois 60134 tig @ lanneitcom NORTH (703) 299-6199 (fax) . I � . I . . I . � I . . 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I I I . 1. � A.-J - Y(0)RKVML1E, I[` 1.1HOM . -----1----------- - - I � - -, - - - ....- -.-. - - -- -zl � . I � - .�� . , - , , � - I � . - , � 11 , - I - I ... � .11: -za.,. . ..'... � I I , � ,- - � -,�,%",",- 11 11 . - , , 'i I ... - I I'll, !" ... . - -- - . I ,�� . . .... I..'''' -.11:. . . — ",.",i,� :.. -1 : ' . 11. - , . -..- I � 11 11 I , 111.1 . 11, -� I . : :�..:.::�W �'':.--.-... I . - I.:-.,. .%�:-.;%-�-.:::.-�_ ' ' - �:_, I .. . . ..... - . ", � ., % . - 1, ;-1 ......�e . q..S: ,:: . : * I I - -� .." , -: 11 - P�. �,., -:::j � :.. . ..*: , � �� -.-' ,�l-.r. , �, � ..�, �' ',,,��" "..�,, � ---�- . - -1--<-11. 'tv,-` �, 9�r .. 11, - TOTAL OPEINSPACE = 81 ACRES' ,' ' I "' .1. - i I I 1� - , 11 -1 I ,-�� 1- - � I - . 11 -,%, I .. ;- . � �-1. - � � je * - -.: .11 . . I � i�', I -.. :,_I_ I - . 1-�11 � I .-- .11 �- � . �,!§ , I I � 1 N�1. I , I 1- - � ! III' . . 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CRF , �9 - - 1'--�?-- :. -.- I -� BE RESTORED TO GROW ,.-� - ; -?,�, I ,j,,�,�-�� I ,-- . -.--- � �-,,��,, ,�-, 141,113111�11��,,,�, !��, ,;� � . ,�i��-,�-`� :�� .-��r -, f�� ,� , 191-- .. , - "e� "I" r, � I ... . - - ,!,..-,..-. - � -. , .-". - . -.. - ��.`L �; !��,`M ,�� o WETLAND PLANTS AND TO . � - . —`��,r:i'—"_ . . i, -SIA E - ; WR" - 7i"R :�. 7 I ----� -- --, -T 0 i-;,"E ,", : �,.,:-:::.;:,,,::�,:"- T��'��.,�,'�..-,��!�t��,'��,�f,�,--"��.�.'�-�-,--':.- ,. . _. . .. '�� i-�� . I . .... 1. .. .,� . � � �Ns - -, ,�� .: 1 . -I I , * ;-::�%:?, V, -I I", - - . - - -.11 .., -:.�...: ..i'v� ,,,,:,.:',-Y,�,�..�-!.�,-,-��-�,- -�g',--'---, ME - -,�::.:..-� � F... A, I .? .. .. �. - , �;,� �o-- ,,'�.��,.` _� P - I �.-�� , .. � � , . :,. ..'-.-,�-.7-i�Ni - ..... - � . ' ' . �::! .,�-��,.. , '. , - - — " -'U,;, � , . 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