The URL can be used to link to this page

Committee of the Whole Packet 2003 01-21-03 • 0 ,_0, United City of Yorkville II County Seat of Kendall County `__ EST. '1836 800 Game Farm Road ,4 Cl) Yorkville, Illinois 60560 0 1-11.,.., O Phone:630-553-4350 'A �� Fax:630-553-7575 S / 1.E N' AGENDA COMMITTEE OF THE WHOLE Tuesday, January 21, 2003 7:00 PM Conference Room Public Hearing: None Presentations: None Old Business: 1. Ordinance Amending Land Cash Ordinance 96-3 *COW 1/7/03 2. Engineering Agreement - Countryside Interceptor *COW 1/7/03 3. Heartland Regional Lift Station Easements *COW 1/7/03 • 4. Yorkville-Bristol Sanitary District Intergovernmental Agreement - Countryside Sanitary Sewer Interceptor *COW 1/7/03 5. Revised Park & Recreation Open Space Developer Policy *Park Board 1/13/03 New Business: 1. Consent Agendas/City Council Meetings *Admin 1/9/03 2. Utility Billing Clerk Job Description *Admin 1/9/03 3. Accounting Clerk II/Human Resources Clerk Job Description *Admin 1/9/03 4. Designs for City Hall - Williams Architects *Admin 1/9/03 5. IMAP Municipal Practices Assessment *Admin 1/9/03 6. Building Permit Reports - December 2002 *EDC 1/16/03 7. PC 2002-12 Kylyn's Ridge Final Plat *EDC 1/16/03 8. PC 2002-29 Bowman Property - 1 1/2 Mile Review *EDC 1/16/03 9. PC 2002-30 Tucek Property - 1 1/2 Mile Review *EDC 1/16/03 • 10. Menard's Residential Concept for Kennedy Road Alignment *Mayor 11. PW Sewer Cam *Mayor/Alderman Kot Additional Business: UNITED CITY OF YORKVILLE . AGENDA • COMMITTEE OF THE WHOLE Tuesday, January 12003 7:00 PM .-2".`' CITY CONFERENCE ROOM STATUS/COMMITTEE: C-C I -4°3 OB 1. Ordinance Amending Land Cash Ordinance 96-3 4, rd Lof C C ID� Zi Engineering Agreement - Countryside Interceptor .,•'''''''4 2 B3. He. • and Regi. : Lift Station Easements (2--) - .--- LL Z OB4. Yorkville-Bristol Sanitary District Intergovernmental Agreement - Countryside Sanitary Sewer Interceptor 1 2''/�� 'L C— OB5. Revised Park&Recreation Open Space Developer Policy � 61---"- --- (!-- ---1-1*3--- NB 1. Consent Agendas/City Council Meetings • C-Li j 1 21(2) NB2. Utility Billing Clerk Job Description- - L------ - . , li.,..J1-; ,___r--;), ,, ,, ,„/r-, L,,,-*---- . .„-. 67-0,--4 P-e- ,c,eneit grf,174-F , , • I 3 NB3. Accounting Clerk II/Human Resources Clerk Job Description coi_ ,,4_,,-,1- ,o__ 6,,,,d Lo (N .2-14103 NB4. Designs for City Hall - Williams Architects. (-7> e,/,,.....:44. .. tea,„_4Y-6.9',- cot i-e-rizo-qi (_ C I ) NB5. IMAP Municipal Practices Assessment / - 1' l 22'D-Y �. NB6. Building Permit Reports-December 2002 C, , ,_)_-,,,,y( „,,,,-;_ , • _ ,..._ - , ArilL.- '— 0, &`) of - - -2-CA c / 'Y NB7. PC 2002-12 Kylyn's Ridge Final Plat ,z/g-/Y (- C- . � covin ,,,, ad y,-iiir�J Ai/-eer,e 0 NB8. PC 2002-29 Bowman Property - 1 '/Mile Review C -ije -- ' ” (7°) C-5---AfT, 4(.. --,—,<,-,-o Csn-`- '-‘4--, /2-1978 NB9. PC 2002-30 Tucek Property- 1 1/2 Mile Review all NB 10. Mendard's Residential Concept for Kennedy Road Alignment-- • " ( C, -)//2-44$7 NB 11. PW Sewer Cam c_. 4 . • - . Additional Business Binders for City Council/COW Packets c Q /, ,Ze-Ce -- - )k—z-6d 12 "° '—' -f ,c1/xiii" : ) k,9- 2? 6 d�c� '. ../ , .... ., , ok ,„_ ,. R, ----;-,j ..1 7-_----- -/72, ---4-0" , ---- / r 19:,e))z:)) 6\7 iuk fo,V) 211 Li° v (1'1.-‘- ( ,P, -) c)2/1/\ _ /,. c„,,,..//p_c_ , ,,,,,,_,,„/, e,e,,y,--c-ti---- i,,,,.,4..._ .,„ --- 7 0 .-i 2-7e3 • 01/15/2003 12:39 FAX 630 553 5764 DANIEL J. KRAMER fin002/004 1', STATE OF ILLINOIS ) ss January 13, 2003 COUNTY OF KENDALL ) Revised January 14, 2003 ORDINANCE NO. 2003- ORDINANCE AMENDING UNITED CITY OF YORKVILLE LAND CASH ORDINANCE NO. 96-3 WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the Mayor and City Council, has determined it necessary to amend the Land Cash Ordinance#1996-3 Section 1.C.5 Fair Market Value to reflect a substantial increase in the fair market value of improved residential real estate based upon a study prepared by a certified appraiser and; WHEREAS, THE UNITED CITY OF YORKVILLE, after careful consideration by the Mayor and City Council, has determined that the "fair market value" for all residential improved real property shall be determined by a study performed by the United City of Yorkville's direction not less than every three years commencing in the 2002-2003 fiscal year; WHEREAS,THE UNITED CITY YORKVILLE,after careful consideration by the Mayor and City Council, has determined that it is in the best interests of the community to amend the Section 1.C.5 Fair Market Value of the Land Cash Ordinance#1996-3. NOW THEREFORE BE IT ORDAINED BY THE UNITED CITY OF YORKVILLE; 1. That Section 1.C.5 Fair Market Value of the Land Cash Ordinance#1996-3 is hereby revoked; and a new Section 1.C.5. is created to read as follows: a. The cash contributions in lieu of land shall be based on the"Fair market value" of the acres of land in the area improved that otherwise would have been 1 01/15/2003 12: 39 FAX R30 553 5764 DANIEL J. KRAMER 21003/004 dedicated as park, recreation, or school sites. The "Fair market value" for any parcel of residential real property shall be deemed to be fifty-eight thousand dollars and 00/100($58,000.00)based upon the study of Thompson Appraisals. The"Fair market value"of an area of residential real property shall be reviewed by study no less than every three(3) fiscal years commencing May 1, 2003. In the event of any objection by the subdivider, developer, or public body, the objector shall submit an appraisal showing the "Fair market value" of such improved land in the area of development of other evidence. Final determination of said"Fair market value"per acre of such improved land shall be made by the City Council based on such information submitted by the subdivider or developer and from other sources as may be submitted to the City Council by affected parties." 2. The Impact Fee/Land Cash Value Analysis&Report prepared by Thompson Appraisals dated December 1, 2002 is incorporated herein reference. 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. 2 01/15/2003 12:39 FAX 630 553 5764 DANIEL J. KRAMER Q004/004 r 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: Law Offices of Daniel J. Kramer 1107A S. Bridge St. Yorkville, IL 60560 630.553.9500 3 01/15/2003 12: 39 FAX 630 553 5764 DANIEL J. KRAMER 0001/004 I LAW OFFICES OF Daniel J. Kramer 1107A SOUTH BRIDGE STREET DANIEL J. KRAMER YORKVILLE, ILLINOIS 60560 JILL K. KONEN (630) 553-9500 KELLY A. KRAMER Fax: (630) 553-5764 FAX COVER SHEET DATE: January 15, 2003 TO: Liz—United City of Yorkville RE: Land Cash Ordinance Amendment NO: 553,7575 FROM: Daniel 3. Kramer NUMBER OF PAGES (INCLUDING THIS PAGE): 4 ❑ For your information 0 Please sign and return • For your review ❑ Please keep in a safe place O Please call me after review ❑ Please pay invoice directly • Per our discussion ❑ Please file O For your file 0 Please record U Per your request COMMENTS: Liz, please put a copy of this Ordinance in the Mayor, Tony G., Joe W., and all Alderman's boxes. ThankY ou. THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS ATTORNEY PRIVILEGED AND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OP THE INDIVIDUAL OR ENTITY NAMED ABOVE. IF THE READER OF THIS MESSAGE I9 NOT THE INTENDED RECIPIENT, YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION, DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED. IF YOU HAVE RECEIVED THIS COMMUNICATION IN ERROR, PLEASE IMMEDIATELY NOTIFY US BY TELEPHONE AND RETURN THIS ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE UNITED STATES POSTAL SERVICE. THANK YOU. IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL (630) 553-9500 FOR YOUR CONVENIENCE IN TRANSMITTING TO US, OUR FAX NUMBER IS: (630) 553-5764 MEMO To: Tony Graff, City Administrat r From: Joe Wywrot, City Engineer Subject: Countryside Interceptor—Engi eering greement Date: December 17, 2002 Attached find a copy of the proposed engineering agreement with Walter E. Deuchler Associates, Inc. regarding the proposed Countryside Interceptor Sewer. This sewer replaces the Blackberry Interceptor Sewer project that has been abandoned. The general alignment of the Countryside Interceptor follows the existing 12" sewer from Blackberry Creek to W. Kendall Drive, then east along Countryside Parkway to Route 47, then north along Route 47 as a forcemain to a new lift station at Route 47/Carpenter intersection. The current construction cost estimate of the project is $2,700,000. The proposal covers both design and construction engineering services, and would be paid for on an hourly basis with a not-to- exceed amount of$405,000. This language of this agreement is very similar to the Blackberry Creek Interceptor engineering agreement. That project had estimated engineering expenses of$190,000 and construction expenses of$1,460,000. With engineering costs roughly proportionate to construction cost, and adding in the 10% increase in hourly rates from 2000 (the year of the Blackberry Creek agreement) to 2003, the new proposed engineering agreement is in the $400,000 range. We should confirm that these engineering expenses are reimbursable from YB SD. Please place this item on the December 23, 2002 Public Works Committee agenda for' consideration. - Cc: Dan Kramer, City Attorney ENGINEERING AGREEMENT FOR DESIGN SERVICES AND CONSTRUCTION GUIDANCE OF THE COUNTRYSIDE INTERCEPTOR UNITED CITY OF YORKVILLE This Agreement is made and entered into this day of , 2002, by and between Walter E. Deuchler Associates,Inc.whose address is 230 S. Woodlawn Avenue,Aurora, IL 60506, hereinafter called the "Engineer", and the United City of Yorkville, Kendall County, Illinois, hereinafter called the "Owner", and covers certain professional engineering services in connection with the improvement. Witnesseth that, in consideration of these premises and of the mutual covenants herein set forth, Now,therefore,the Owner and Engineer, in consideration of their mutual covenants,herein agree in respect to the performance of professional engineering services by the Engineer, and the payment for those services by the Owner, as set forth below. SECTION 1 - PROJECT DESCRIPTION 1.1 The extension of the existing Blackberry Creek Interceptor, to be named the Countryside Interceptor,herein referred to as the"PROJECT", and previously labeled as ALTERNATE NO. 6 in the November 6, 2002 letter to the Yorkville-Bristol Sanitary District, consists of installing approximately 3500 L.F. of 24 inch pipe, and 1450 L.F. of 12 inch forcemain along the west side of Route 47 and the south side of Countryside Parkway,the construction of a 2.9 mgd pump station at the southeast corner of the Holdiman property and the elimination of a small lift station in the Countryside Subdivision. SECTION 2 - THE ENGINEER AGREES 2.1 To perform professional engineering services in connection with the Project, as hereinafter stated. 2.2 To serve as the Owner's professional engineering representative in those phases of the Project to which this Agreement applies, and to give consultation and advice to the Owner during the performance of services. 2.3 To sublet geotechnical, wetland delineation and archaeological survey work. 2.4 To provide Design Services for the Project described in Section 1.0, as delineated on the attached Exhibit A and as summarized in the following: -2- 2.4.1 Perform topographic surveys. 2.4.2 Delineate jurisdictional wetlands of the Blackberry Creek at the location of crossing. 2.4.3 Order title commitments of parcels considered as "Green Space"in the Countryside Subdivision. 2.4.4 Prepare Plans and Specifications of the proposed 24 inch gravity sewer and 12 inch forcemain, based on the alignment shown on Exhibit A. 2.4.5 Prepare Plans and Specifications of the proposed 2.9 mgd pump station. 2.4.6 Locate markers and monumentation of parcels and ROWs and prepare plats of easement and plat of survey, as needed upon easement negotiations and property acquisition by the Owner. 2.4.7 Assist the Owner in obtaining appropriate permits from the Corps of Engineers, IDNR, and the State of Illinois EPA. 2.4.8 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. • -3- 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. 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 and property acquisition with the property owners affected by the Project. 3.2 To designate in writing a person to act as Owner's representative with respect to the services to be 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 $405,000.00 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 of receipt of Engineer's invoice, and Owner agrees to waive any claim against Engineer arising, and to indemnify, defend, and hold Engineer harmless from and against any claims arising, other than from Engineer's negligence or wrongful conduct,from Engineer's suspension or termination due to Owner's failure to provide timely payment. Owner recognizes that any charges not paid within thirty (30) days are subject to a late payment charge equivalent to 1.5% of the balance due for each additional month or -4- fraction thereof that undisputed charges remain unpaid. 3.8 In the event of termination by Owner under Section 4.2 for convenience or by Engineer for cause, Engineer, in addition to invoicing for those items identified in Sections 3.3 and 3.4 shall be entitled to invoice Owner and shall be paid a reasonable amount for services and expenses(not to exceed a total of$1000.00),directly attributable to termination,both before and after the effective date of termination, such as reassignment of personnel, costs of terminating contracts with Engineer's Consultants, and other related close-out costs, using methods and rates for Additional Services as set forth in Section 3.4, but in addition to amounts paid thereunder. In addition a 10% charge of the unbilled amount as set forth in Section 3.3 shall be paid by the Owner to the Engineer. 3.9 To pay the Engineer an additional 8% for sublet services and outside vendor expenses. 3.10 In the event that Owner shall bring any suit, cause of action or counterclaim against Engineer, to the extent that Engineer shall prevail, Owner or the party otherwise initiating such action shall pay to Engineer the cost and expenses incurred to answer and/or defend such action, including reasonable attorneys fees and court costs. In no event shall Engineer indemnify any other party for the consequences of that party's negligence, including negligent failure to follow Engineer's recommendations. 3.11 Engineer's employees shall not be retained as expert witnesses except by separate written agreement. Owner agrees to pay Engineer pursuant to Engineer's current fee schedule for any Engineer employee(s) subpoenaed by any party as an occurrence witness as a result of Engineer's services. 3.12 The Engineer will not be responsible for job or site safety of the Project other than arising from validly implemented affirmative recommendations therefor. Job and site safety will be the sole responsibility of the contractor/contractors of the Project unless contracted to 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 -5- or destruction of tangible property to the extent caused, in whole or in part, by the contractor, subcontractor, or anyone directly or indirectly employed by them or anyone for whose acts they may be liable. This provision shall survive the termination or completion of this Agreement. 3.14 Neither the professional activities of the Engineer, nor the presence of the Engineer or his or her employees and subconsultants at a construction site, shall relieve the General Contractor and any other entity oftheir obligations,duties and responsibilities including,but not limited to, construction means, methods, sequence,techniques or procedures necessary for performing, superintending or coordinating all portions of the work of construction in accordance with the contract documents and any health or safety precautions required by any regulatory agencies. The Engineer and his or her personnel have no authority to exercise any control over any construction contractor or other entity or their employees in connection with their work or any health or safety precautions. The Owner agrees that the General Contractor is solely responsible for job site safety, and warrants that this intent shall be made evident in the Owner's agreement with the General Contractor. The Owner also agrees that the Owner, the Engineer and the Engineer's consultants shall be indemnified and shall be made additional insureds under the General Contractor's general liability insurance policy. In addition, and notwithstanding any other provisions of this Agreement,the Owner agrees, to the fullest extent permitted by law, to indemnify and hold harmless the Engineer, his or her officers, directors, employees, agents and subconsultants from and against all damage, liability or cost, including reasonable attorneys' fees and defense costs, arising out of or in any way connected with the Project or the performance by any of the parties above named of the services under this Agreement, excepting only those damages, liabilities or costs attributable to the sole negligence or willful misconduct of the Engineer. 3.15 The Owner agrees to limit Engineer's liability specifically and exclusively to the Owner on the Project arising from Engineer's professional acts, errors, or omissions or breach of contract or other cause of action, such that the total aggregate liability of Engineer to all those named shall not exceed $100,000.00 or the total cumulative fees for the services rendered for this Project, whichever is greater; and Owner hereby releases Engineer from any liability above such amount. 3.16 If any of the provisions contained in this Agreement are held illegal, invalid, or unenforceable, the enforceability of the remaining provisions will not be impaired. 3.17 That any difference between the Engineer and Owner concerning the interpretation of the provisions of this Agreement shall be referred to a committee of disinterested parties consisting of one member appointed by the Engineer, one member appointed by the Owner and a third member appointed by the two other members for disposition and that the committee shall attempt to resolve the difference by formal non-binding mediation conducted in accordance with rules and procedure to be agreed upon by the parties. -6- SECTION 4 - IT IS MUTUALLY AGREED 4.1 During the progress of work under this Agreement,the Engineer shall continuously monitor its costs and anticipated future costs, and if such monitoring indicates possible costs in excess of the amounts stated in Section 3 above, the Engineer shall immediately notify the Owner of such anticipated increase and the compensation for engineering services shall be adjusted, if any, by amendment to this Agreement. 4.2 This Agreement may be terminated by the Owner upon giving notice in writing to the Engineer at his last known post office address. Upon such termination, the Engineer shall cause to be delivered to the Owner all drawings, specifications, partial and completed estimates and data,with the understanding that all such material becomes the property of the Owner. The Engineer shall be paid for any services completed and any services partially completed in accordance with Section 3. 4.3 That the Engineer warrants that he has not employed or retained any company or person, other than a bona fide employee working solely for the Engineer, to solicit or secure this Agreement, and that he has not paid or agreed to pay any company or person, other than a bona fide employee working solely for the Engineer, any fee, commission, percentage, brokerage fee,gifts,or any other consideration, contingent upon or resulting from the award or making of this Agreement. For breach or violation of this warranty the Owner shall have the right to void this Agreement without liability whatsoever. 4.4 That the Owner acknowledges that the Engineer is a corporation and agrees that any claim made by the owner arising out of any act or omission of any director, officer or employee of the Engineer, in the execution or performance of this Agreement shall be made against the Engineer and not against such director, officer or employee. 4.5 That the Owner and the Engineer each binds himself and his partners,successors, executors, administrators and assigns to the other party of this Agreement and to the 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 ofthe 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, duringthe performance p ere 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 , 2002 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 viliffig By ��►_ -"wet Title: President i \. c, i Fageto q' • '-N ri ,-,1111 • , \ 1 go 1 i 11 Ili 11... 111-41 ......,-..... .....„ FUTURE e faAVITY MAIN \----,,.- - 74S, oi.- :ill 1 -„,! / ,.,77 slilitit4i-r- l'- V : ... ,-.._ , --;:i / 7 , '- - ---/ '' - ft Alt - 4.* ' ,.._ . , „,..,, / 4 . , i , _._ PROPOSED PUMP STATION / ! *• ...- 0 ..„.....iii /‘.(: iita,,ir;e =tp-imn gill,1 4W,7,.Irr:i4ir..6*.1a4 mll i e-.i•1. 4p"41.,.':',11I ,.i ll / i'' -- S. We- ' IiiiiiilW. '2:7' ' ": PROPOSED FORCE MAI 1 0 01 7 .,#11#0411 EA* ,0 Ilk • tI\ _ . -'411.'*"'44P --\‘se 0 eig ,r• _ , „,..in. - .. lk \ #4ttr 444:le4i4PISA ' .4 INN Ne..‘ ' ill '.., 1. .T•-- P ‘, PROPOSED GRAVITY SEWER P _.-' . -, ,' ,..- I • •VE 8c REPLAC: 1 - - II , 4 -AV z--.-_::- :: _ Italfilttlyit .1351,11,T. um , , 40* fir c:- -1;' i-/ i i gli, Oliaitilanit.4.11: -- . ow a at 141..k4 inglit, • .., Si wieri, 11111111N in Nu! ammo ' mina s 8,7•ArAitt'''. -,.4. 4/ill ' -----14-c / Li artaiiiiii - ---1 al =II - 11111 f IBRONVIIINIIIIIIIIIIIIM 4 la,issiiimamiii1111-1 _111 Mffilaj4-t-----• .. --.-.-' ' .:-.i.-s .:4 ..t.. . ..... " ft L., rmilikinliannts-7-7— [-------- avt q ..> -- 0.0- Ext../ la 1711"' A IT •TO AGR.MdENTBETWNOWNAND Ei G i z st FOR PROFESSIONAL SERVICES, ,19(for use with No. 1910-1, L S?•-Fern). A LETING OF TM D*iri S,RFSPONSMILMEES AND UM TATIIONS OF A ORn I OF TM RESIDMNT PROTECT _R 'A_CnvE. • . This is an Ealnbit attached to, made a part of and incorporates by reference with the Agreement made on. 19 ,between (OWi`t�.:R) and ( 1-GEN-7-7R).., providing for puc,fessionai en ee:iBg.serices. TGIN shall banish a Resident Project Representative {�R), assista s and other field staff to assist Ni G-i s. in observing performance of-the work of Cm:motor. Tiurough more e=ensive on-die obs rations of the work in pros and field checks oft tel a1s and equip-Meat eat - by the RPR and assis'hnts, �h 11 endeavor to provide fui'her protection for OWNER aLas7 defects and deficiencies in the work of CONTRACTOR;but, the famishing, of such services will not r-akp ENG TEER re perxsiblefororgve -GT Scontrolover con s orlonmers,methods,techniques,Sequences orproc__daies _ or for surety preCalistICIIS or rprogr-,g, or responslfiity for CONTRACTOR's f i1ure to perform the Wort in accordance with the Contract Doc,. eats and in particu1 the spec&c rim on set forth in paras h 1.6 of the A., meut are applicable_ The domes and resuons nim of the RPR are limited to those of ENG-IN F:FR in m+G 'K's meat w it;a the OWN=and in the construction Con-i-act Documents,and are further limited and de ed as follows: • A. C- RPR is E G ER's agent'at the site, w 1 act as till acted by and order the supervision of ENG , and ww confer with ENGT+.. K regarding RPR's actions. RPR's ciPnlira5 in matters pert9iT ng to the on-site work shall in general be withi"�*�l; and CONTRACTOR keeping OWN r i{advised as necessary.RPR's dea ling wth srbcont-acttt ionly be through or with the full lmowledge and Giuval of CON'LHACTOR. RPR generally co=unicate with OWN with the knowledge of and under the direction of GIN 1- B. D• of RM. L Stewvl- : Review the pros schedule, sche^.uzle of Shop Drawl-g sair=r1-7.7.9 and schedule of valu:s. i.azi..,ared by CONTRACTOR and consult with ENG,`' = c con.ce=Ing accept hitity_ 2. Coierences and Meer as:Attend neetiar with CON 3' ACTOR, such_as pry:orstructicn ci,�ier res, p�ogess meeting,job conferences-and other d.uject-related meeting, and prepare and circulate dies of rnirrites thereof. 3. Liaisoit: a. Serve asEN GThr..t.,-es liaison with CONTRACTOR, working-princ±rally tirolig CONT-RACTOR's superintendent and assist m u nderstandingthe mtPzrt of the Contract Documents;and assistMTG- p•'. ER in serving as OWNER's lini$on with CON"i1.ACTOR when CONTRACTOR's operations affect OWN- - MR's-on-site operations. b. Assist in obrxr-ning from OWN=additional derails or information when required for propel e uutan of the Work 4. Shop Drawings and Samples a_ Record(into. of receipt of Shop Drawing and samples. b. Receive samples which are fnnished at the site by CONTRACTOR,and notify EtNGTi i" R of avail- - vau- ability of samples for examma_ton. c. Advise ENG IN'�~ER and CONTRACTOR of the commencement of any Work requiring a Shop Drawing or sample if the submittal has not been approved by ENG Nn�K. 5. Review of-ork,Rejection of Defective Work, Inspections and Tests: a. Cont-112ct on-site observations of the Work in pec es to assist ENGI 'R in dette g if the Work- ' or=s' is in general proceeding in accordance with the Contract Documents."?- b. ocuments.'b. Report to EN. G R whenever RPR believes trier any Wore is onsatZactory, faulty or defectve or does not conform to the Conn-act Documents,or has been charged,or does not meet the re eine nts vii of any inspection, test or approval required to be made;and advise ENG E r-.' of Work that R believes should be corrected or rejected or-.should be uncovered for observation, or re?uiees spe`iaL- . testing,rection or approval_ F. Verify tat tests,equipment and systems startups and operating andmaintenance training are=max.' . in the presence of appropr e personnel,and that CONTRACTOR maintaiTtc.adequate records thereu and observe, record and report to rt i GThtr.E.appropriate. details relative to the test prosechines and d. A ormpany vision;rectors reps:sentng public or other agencies haavingjurisdiction over the Project... record the results of these inspections and report to E\TGENTEER. 6:. Iruerprewmion of Contract Documents:Report to ENS when.ciatiucntions and interpremtions of the Contract Documents are needed and trinsrnit to CONTRACTOR clarifications and interpretations as issued by Et tGNh±R 7. Modbicctior-s Consider and evaluate CONTRACTOR's suggestions for modifications in Drags or Specifications and report with RPR'srecd nc tions to .NG. Transmit to CONTRACTOR demons as issued by GTi b. . . 8. Records: a. MaintaiII at the job site orderly des for correspondence, reports of job conferences, Shop Drawin and samples, reuiLduthons of original Contract Documents inclii(4ing all Work Directive Changes, Ado ends, Change Orders,Field d Orders, additional Drawings issued subsequent to the execution of the • - Contract,E\TGNEE 's czarificadons and ;at-ati ons of the Com c.c t Documents,1:rogress reports,. and other Fruject related documents. • b. Keep a diary or log book;recording CONTRACTOR hot= on the job site, weather conditions, data relative to questions of Work Directive Changes, Change Orders or changed conditions,list ofjab site v=isitors, ciaiiy actvities, decisions, observations in general, and specific observations in more detail as. in the case of observing test procedures; and send copies to E LTi . c. Record-;ar,es, r resszs and telephone nrvr:i-ers of all CONTRACTORS, subcontractors and major su.,..,oliers of materials and e mens 9. Reports: a_ Finnish ENGIN. .hiza periodic reports as required of proems of the Work and of CONTRACTOR's comniiarce with the progress schedule and schedule of Shop Drawing and sample ssbro als. .b.. Consult with EGA h*c in advance of scheduled major tests,inspections or start of MT-portant phases of the Work. • c.. Draft uiQposed C•n. e Orders and Work Directive Changes, obtairi back-un material from CON- . TRACTOR ands-..am-rend to ENGI +R..FR Change Orders,Work Directive Cages,andField Orders. d_ Report immediately to ETTGTi+ N.and OWNER upon the ocuzlcnce of any accident. - 10_ PaymentRequests:Review applications for payment with CONTRACTOR forcampliarce with the es`ab- • - lisped plucedinre for their submission and forward with recommendations to EGL ER, noting panic- , - - ulariy the relationship of the payment requested to the schedule of values,Work completed and materials and equipment delivered at the site but not incorporated in the.Work . 11. Certfzcares,Maihenance and Operation Manuals:Daring the course of the Work,verify that certificates, maintenance and operon manuals andother data recuired to be assembled and furnished by CON TRACTOR areappiicable to the items actually installed and in accordance wilt the Cone Documents, and have this ma+erial delivered to ENGINEERfor review and forwarding to OWNER prior to final, payment for the Work. • - 12 Compienon: a_ Before E N Gi . . issues a Certificate of Substantial Completion, submit to CONTRACTOR a list of observed items requiring t.unupletion or correction. b. Conte frrai inspection in the company of ENGIEER,, OWNER,Es ?,fid CONTRACTOR and prepare a final list of items to'be completed or corrected c. Observe that all items on final list have been completed or corrected and make recommendations to ENGINEER concerning acceptance. • ix • C. moonsof tr - Resident Project Representative: 1. Shaft not authorize any deviation livail the Contact Docm:aeuts or sibsitu ion of mn#er. or eq"nipn #r unless antbcrizd by ENG]N ER 2. Shall not e.,c .ed limita ons of NGPliEER's amthodty as set forth in the Agreement or the Cont Documents_ 3. Shall not underke any of die responsibilities of CONTRACTOR, subcontractors or CONIRACTOR's sun tendent - • - 4. Shall not advise on,issuedemons relative to or assume connol over any aspect of the ne ST methods, t=finictues, sequences:or proc.-duces of consv�ction urdess such advice or directions are.s tally - rewired by the-Co --act Documents. 5. Shall not advise on,issue directions re .=ding or assuLtie control over safety pons and;Ivo-rams- f, Iugr ms- tonne uon with the Tor . S_ SratT not accept Shop Draw-ng or sample submittals from anyone other than COQ+• XACTOR. 7 Sna11 not anthorize.O +i . to occupy the Proj t in mole or in past_. • 8. Sh=: "not=articinate in specialized field or laboratory tests or i e cns conducted by others except as s c-ai1T�a,1tr?carize by t-iG R. • • zr • • • v 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 01/10/2003 15 02 FAX 630 553 5764 DANIEL J. KRAMER 0002/005 • °P .�t6 Gym `' UNITED CITY of YORKVILLE �� ;10 K� .ii I County Seat of Kendall County ms_, V 800 Game Farm Rd. Yorkville,IL. 50560 1NY1,1 690-553-4350 `140ED ‘14',I* January 7, 2003 Joe Wywrot, City Engineer Tony Graff, City Administrator City of Yorkville 800 Game Farm Road Yorkville, IL 60560 RE: Yorkville Bristol Sanitary District Intergovernmental Agreement as to Countryside Sanitary Sewer Interceptor Dear Joe &Tony: I have made one recital revision to the Intergovernmental Agreement between the Sanitary District and the City. The only other change that I would recommend would be that you add and incorporate by reference the Sanitary District letter mentioned in the agreement dated November 11, 2002 or actually attach the Alternate#6 plans to the agreement so there is no questions about the improvements agreed to by the parties. Should you have any questions please feel free to contact me. Very ,ours, J1!/Attorney r� DJK:pdc 01/10/2003 15 02 FAX 634 553 5764 DANIEL J. KRAMER Z003/005 STATE OF ILLINOIS ) )ss COUNTY OF KENDALL ) AGREEMENT BETWEEN YORKVILLE-BRISTOL SANITARY DISTRICT AND UNITED CITY OF YORKVILLE THIS AGREEMENT made and entered into this day of 2003 by and between the YORKVILI E-BRISTOL SANITARY DISTRICT,a municipal corporation (hereinafter referred to as 'DISTRICT') of the County of Kendall, State of Illinois, and THE UNITED CITY OF YORKVILLE, municipal corporation, (hereinafter referred to as "CITY"), WITNESSETH: WHEREAS, each party to this agreement is a Governmental Entity authorized by State Statute under Illinois complied Statutes to enter into agreements for delivery of Governmental Services to it's citizens: and WHEREAS, the Yorkville-Bristol Sanitary District provides sanitary sewer treatment for effluent produced and transported within the DISTRICT boundaries, and WHEREAS,the Yorkville-Bristol Sanitary District assumes responsibility for construction and maintenance of all Interceptors within said system eighteen (18") inches in size or larger, and WHEREAS, the current development of the City of Yorkville requires the installation of a collector system to connect with the existing interceptor located along the Blackberry creek North of Route 34 to serve existing and immediately planned commercial development located East oflllinois Route 47 in the City of Yorkville, and WHEREAS,said service anticipates the construction of a twenty-four(24")sewer interceptor 01/10/2003 15 02 FAX 630 553 5764 DANIEL J. KRAMER 0 004/005 and requires the installation of a permanent pump station or force mains to deliver the sewage waste to the aforesaid existing interceptor, and WHEREAS,engineers for the Yorkville-Bristol Sanitary District have advised that the proper method of providing delivery of said sewage effluent is on a route delineated as Alternate No. 6 in their letter dated November 11, 2002 to the Sanitary District. NOW, THEREFORE, IT IS HEREBY AGREED by the parties as follows_ 1) That the DISTRICT'S ENGINEER will contract with the City to design and construct the 24 inch interceptor, permanent pump station and force main as delineated on Alternate No. 6 in said letter dated November 11,2002. 2) That the CITY will up front the funds for the design and construction of said 24 inch interceptor, pump station and force main, until such time the DISTRICT collects enough Infrastructure Participation Fees from developers in accordance with Section 1,Paragraph five of the DISTRICT'S Sewer Use Ordinance,to reimburse the CITY. 3) That the DISTRICT will own and maintain said 24 inch interceptor and the CITY will own and maintain said pump station and force main. 4) Each party to this Agreement understands and acknowledges that since the municipality of the United City of Yorkville is advancing the cost of said improvements, that no other municipality shall be allowed to connect to said improvements without the written consent of each party to the Agreement. NOTICES OR DEMANDS Any notice or demand hereunder from either party to another party hereto, shall be in writing and 01/10/2003 15: 02 FAX 630 553 5764 DANIEL J. KRAMER 0005/005 shall be deemed served if mailed by prepaid certified mail added as follows: Mayor and Aldermen President and Board of Trustees United City of Yorkville Yorkville-Bristol Sanitary District 800 Game Farm Road P. O. Box 27 Yorkville, IL 60560 Yorkville, IL 60560 UNITED CITY OF YORKVILLE YORKVILLE-BRISTOL SANITARY DISTRICT By: By: Mayor President Attest: Attest: City Clerk Clerk Date: Date: 01/10/2003 15: 02 FAX 630 553 5764 DANIEL J. KRAMER Z001/005 LAW OFFICES OF Daniel J. Kramer 1107A SOUTH BRIDGE STREET DANIEL J.KRAMER YORKVILLE,ILLINOIS 60560 JILL K.KONEN (630)553-9500 KELLY A.KRAMER Fax;(630)553-5764 FAX COVER SHEET DATE: January 10, 2003 TO: Tony Graff, City Administrator,Joe Wryrot, City Engineer and Liz RE: Countryside Sanitary Sewer Interceptor NO: 553.7575 FROM: Daniel J.Kramer NUMBER OF PAGES (INCLUDING THIS PAGE): 5 • For your information 0 Please sign and return O For your review ❑ Please keep in a safe place O Please call me after review ❑ Please pay invoice directly ❑ Per our discussion 0 Please file ❑ For your file 0 Please record ❑ Per your request COMMENTS: THE INFORMATION CONTAINED IN THIS FACSIMILE MESSAGE IS ATTORNEY PRNILEGEDAND CONFIDENTIAL INFORMATION INTENDED ONLY FOR THE USE OF THE INDIVIDUAL OR ENTITY NAMED ABOVE.IF THE READER OF THIS MESSAGE IS NOT THE INTEN DFD RECIPIENT,YOU ARE HEREBY NOTIFIED THAT ANY DISSEMINATION,DISTRIBUTION OR COPYING OF THIS COMMUNICATION IS STRICTLY PROHIBITED.IF YOU HAVERECENED THIS COMMUNICATION IN ERROR,PLEASE IMMEDIATELY NOTIFY US BY TELEPI IONE AND RETURN THIS ORIGINAL MESSAGE TO US AT THE ABOVE ADDRESS VIA THE UNITED STATES POSTAL SERVICE. THANK YOU. IF YOU DO NOT RECEIVE ALL PAGES, PLEASE CALL (630) 553-9500 FOR YOUR CONVENIENCE IN TRANSMITTING TO US, OUR FAX NUMBER IS: (630)553-5764 PARK AND OPEN SPACE DEVELOPERS POLICY I. DEFINITIONS Buffers Areas designed to reduced the sound or visual impact on the neighboring community or houses. Buffers can be made by planting of bushes or a mixture of vegetation. Conservation Natural area identified as having rare plant or animal species, or areas identified within the Parks Open Space Master Plan . This area may include or be identified as a fen, watershed or have historic value needing preservation. Detention (Dry Ponds) These areas are designed with a 2 year low flow underdrain system so that ponding beyond the storage does not occur and that a good stand of grass can be maintained. The slopes shall be a minimum of 2% except that a slope will be allowed directly over the underdrain pipes. All incoming and outgoing conduits shall have concrete flared end section or poured in place headwall with grates. 2 foot inlets can be placed over the low flow pipe. The maximum water depth below the HWL shall be 4 feet. Subdivision control ordinance 3-9-00/2000-2 Flood Plain That land adjacent to a body of water with ground surface elevations at or below the base flood or the 100 year frequency flood elevation. The floodplain is also known as the Special Flood Hazard Area (SFHA). Subdivision control ordinance 3-9-00/ 2000-2 Private facilities and parks Parks or facilities that are secluded from the general population; or owned and controlled by a person or group rather than the public or municipality. Public Open Space Any publicly owned open area, including but not limited to the following: parks, playgrounds, conservation, trails, greenways, etc. Retention (Wet Ponds) These areas are designed to a minimum depth below normal water levels of 6 feet. If fish life is to be maintained, 25% shall be to a minimum depth of 12 feet. These areas must have a safety shelf 3 feet in width at a depth of 2 feet below the normal water elevation. The slope to the bottom of the lake is 2:1 and the slope up from the lake is a maximum of 3:1. All storm water inlet points must have calculated desilting basins below the required 6 feet depth. Subdivision control ordinance 3-9-00/2000-2 Public Sidewalk That portion of street or crosswalk way, paved or otherwise surfaced, intended for pedestrian use only, 5' wide, 5" thick on 2" compact stone. Trail way Is a paved path or connecting paths or walkways with the intent to allow pedestrians or bikes to traverse across the City. Wetlands As defined by the Illinois Department of Natural Resources and/or US Army Core of Engineers. II. LAND / CASH STANDARDS Contribution of land cash according to land/cash ordinance #1996-3 "The ultimate population density to be generated by a subdivision or planned unit development shall bear directly on the amount of land required to be dedicated for park and recreation sites. The acreage of land dedication requirement shall be determined by obtaining the total population of the development times 10 acres per 1,000 population. Total population is determined by applying the estimated ultimate population per dwelling unit table to the number of respective units in the development. Each single family home will be calculated to have four bedrooms; Duplex unit will be calculated as 50% two bedroom units and 50% three bedroom units; Town home and apartments will be calculated with two bedrooms". When available land is inappropriate for park, or recreational use, the City shall require a cash contribution in lieu of the land dedication. This is based on the land cash calculation and the value per acre of the land based on the "Fair market value". In cases approved by the Park and Recreation Board the contribution of Land Cash can be a mixture of 50% land 50% cash, or other agreed upon contribution mixes. A developer may donate the land and cash for park development upfront to have the construction of the park expedited. Otherwise a 50% build-out standard for the subdivision will be set in place for park development. Areas of NO Credit No credit for exclusively private facilities & parks. No credit for retention or detention areas, measured from the top of the bank area. Full or Partial Credit Credit may be received for active wet areas (lakes, rivers, creeks) historical areas, preservation area or other areas, that are identified to have recreational or conservation value. This will be considered on a case-by-case base. Ecological study may be required to verify historical and/or preservation areas. Credit for trail ways that are identified as infrastructure or connecting trails to a regional trail way system. Partial credit may be given for undeveloped trail ways. Full credit may be given to land donations that are usable and or classified as developable for use for the general public. III. MINIMUM DEVELOPMENT STANDARDS OF LAND DONATION UPON RECEIPT The slope, topography and geology of the dedicated site as well as its surroundings must be suitable for its intended purpose. All sites shall be dedicated in a condition ready for full service of electrical, water, storm sewer, sanitary sewer, sidewalks, landscaping, streetlights, and streets. • OPEN / PARKLAND To be graded, topsoil and seeded according to the Park and Recreation Staff direction. • TRAILWAYS Surface Level and graded width for two-directional shared use path is 10 feet. A minimum of 2 feet wide level graded shoulder with is grass is required on each side for clearance. Grades should be kept to a minimum. A grade of 5% should not be longer than 800 feet. A grade of 8% 12:1 will be the maximum to allow for ADA compliance. Horizontal grades —the trail surface will be sloped in one direction at the maximum rate of 2% (1/4" per foot). Other requirements and improvements may be required based on the location and needs of the site. Paving 2" asphalt, 8" compacted stone and aggregate bases extend a minimum of 6" beyond pavement on each shoulder. • CONSERVATION AND PROTECTED AREAS An environmental study including a Topographic map is completed by the developer prior to the land dedication identifying the endangered and protected areas, summary of floristic quality, wetland and floodplain maps and inventory of wildlife, vegetation and habitats. Watershed areas are identified with recommendations for management. Park Development Upon acceptance or through the PUD agreement of the park land from the developer the Park and Recreation Board and staff would plan the development of the park and/open land site with the following guidelines whenever possible. Procedures 1. Based on the established land cash ordinance a developer will make a donation of park land to the United City of Yorkville Park and Recreation Department for future use and development. 2. The Park and Recreation Board and staff will project park utilization and design in conjunction with the Parks Open Space Master plans established needs and determine priority and fiscal needs. 3. Annually the staff will recommend budget projections for park development based on available fiscal resources 4. A concept plan will be developed by the park planner or United City of Yorkville Staff indicating park design and preliminary cost projections. 5. Whenever possible, a public meeting inviting residents for the surrounding subdivision and area to the location site for input. 6. A finalize concept plan and cost projections will be developed and submitted to the Park Board for approval and recommendations to the City Council for development. 7. Timeline is established for project management. 8. Project/ Park plan completed. • There may be occasions when a developer provides development support in advance to a subdivision being built which may require these procedures to be adjusted or altered. Goals • To develop guidelines for park and recreation development decision-making • To provide short, intermediate and long-range direction for planning and development • To inventory and analyze the existing parks open space and its current use and role in the community • To establish priorities and recommendations for existing and future parkland acquisition and development • To develop a systematic plan that maximizes the park, recreation and open space opportunities for the residents of the United City of Yorkville Approved 11/18/02 Park and Recreation Board 12/10/02 Public Meeting conducted/City Council 1/13/03 Sent back to Park Board for acceptance of changes 1/13/03 Approved Park and Recreation Board Park Land Classification 11/18/02 App Park& Rec Classification Use Service Area Desirable Desirable Site Size Characteristics Mini Park Specialized Facilities '/4 mile I acre Within neighborhoods that serve a radius and in close proximity to concentrated or limited apartment complexes, population or specific townhouse development group such as tots or or housing of the elderly senior citizens Neighborhood Areas for intense '/ to %z mile 2— 15 acres Suited for intense Park/Playground recreation activities radius development. Easily Such as multipurpose accessible to Athletic fields, court neighborhood population Games, playground area geographically centered Skating, picnicking, etc. with safe walking and Bike access. Community Park Area suited for athletic 2-3 mile radius 7-40 acres May include natural complexes, large facilities features such as water and outdoor and indoor bodies. Easily accessible recreation areas. For large group activities. May include concessions, restrooms And parking. Sports Complex Serving a single main 2- 8 mile radius 16—75 acres Specifically designed for Purpose of athletic athletic recreation. Includes Recreation/tournaments concession stand, restrooms, and Parking. Special Use Target use facilities 1/2 mile— I mile I —50 acre i.e. skate parks, ice skate rinks, historical, cultural or social sites Natural Resource Land designated for 8—20 mile radius 20 - 99 acres Natural preserved areas Preservation, interpretive May include wetlands,tourist Education, open space attraction destination I (VI- UNITED CITY OF YORKVILLE From the Desk of J*kie Mitseitewski City Clerk November 5, 2002 To: Mayor Art Prochaska Re: _Consent Agendas Art, I was looking through the Illinois Municipal Handbook and read the section about consent or omnibus agendas (see attached). The book suggests using this on matters that require no debate or where enough debate has already taken place and no further discussion is necessary. I was wondering if this could be applied to items such as department reports, letters of credit, simple rezoning matters, simple purchases, change orders,job descriptions, etc. Let me know your opinion on this. Thanks, Jackie Cc: Tony Graff - •. � �,,,, .ta py.tgl'�,�'t;r '� «` '4� e�.� x� � h"'Ip,�fti, ✓�rl , -. n b r u k i „S r',` r �' `'T-,.,. ti.-" .si'r ,4;---q ` ,„ "Ir -,rs,yS':4:15 Y,''`pr�.`'y., y T r r .-w.r "'s -tt.. ,- w�?�Us .*,,..*0 e'T�ppr��r �`rh.xxl``x Gv 'ti�a�,, ,,,44-yi�� F'A',. ,. ;�4 Y't ' `7 s �p -a rti .r, I r '..d'" 7 ,°" r.+ a-.�"}}A+Ad-y �f ii r x F -'�,�.+�r-4y =� x Cc,-�.�,�h�"�,d r» R',::;!-7::',"#.44 t r� r i": 1�+4??.,1��3�i�y�5.g • -� r e 1 1' ;r °� .^ „r " ''F" w':.a¢ i vl.*�'F��^ '`` w�",11 ,'.:=}+ills-i..`... R d.ya," y ;T k �r L:!s. ....M h ', �„'. r� .h t' 1 a{4. F'' ,a-a „tti .Fd 'r Ik 1„,,,,74:%04,, r ....4., ♦W., s '� o - � x Z�” _wr-�-r{r _'M13, �+`y�`�-�-s '�1 +}�i x�p� -,�F„ , �� h a � r , sw '�9 �-. 1 f 4-ice kvl P n+P C !'"+I�r Y w*'A f,,. h T + 1f 4 lr gyp Y - _ � � l � � 'Y+-1, '�yf�A 'i Y'.. 2j4�- �Y>'W' f"i yY �T .r a.� :. .r ir._ ,Y ;q ..a. 5�'x .�•e� �� taw"'+�a��,,,,, tJ '+d'f '"��.p� �'t°Zl ,�«}p��441-i -� - u;f ii.i,-#� `.. w .1, y` ` fi .� .. , .. i' .. «1,,_'r•' `r `? . ='1'` 24: e t,"iN y` 3 AF_J f 1�.-1 .: _ aF= W+ '7" yvi,.-,->;.*�*' � �f� J`v ',"�' �,,, r0 `16n mi V r . a j1 ��, . ,,.e,5". 1?� 'Y`4 +. r s-° 1,u •r'i +r` y .S;v';-,y, ! t 4its.-Vr V'.+ :�y l r +, n q N.� '' iff4, T" Y tr r -.- .er-!-,wrr, r -,-,c'2,. •:'-- ..`1'ti_ �'` � •. "A'',:• ''''!D-•'4"', e • . . ... R Y�,�4L� .. ite. P.-s a!:-' r s 1 SIXTEEN WAYS TO SHORTEN AND mo '�� • I IMPROVE MUNICIPAL MEETINGS del vol } h = „ ,Rs 1. PREPARE AN AGENDA FOR ALL MEETINGS. You will be helped in this lea, k by the fact that he Open ngs Act ires th regular and al t- Thi "^ x �„:I ins of governmentaltbodies to havetage agendas. I should obe agreed in advancte who ein ter: • `' '• e.4 s the municipal government has thejob of preparing agendas. The mayor is one f occ 9 g4W� ';1 P Y • ,'',"?� r, choice, since, as the presiding officer, he or she makes an initial determination as to pla • ” ' .r what particular matters are "in order." Of course, at regular meetings, items can be in; 4,«. ..,r , F �� fi ;�a�m , added to an agenda under whatever rules of procedure the community has adopted. y ,• For special meetings,(as opposed to regular meetings the convening authority estab- d 4. >� i - ' lishes the agenda and only those items set forth in the notice of the meeting can be 1 LE � 3Ar : I' . discussed. bol 0-V&A V� r Wig. . est �' r • 2. DON'T CLUTTER UP AN AGENDA WITH ITEMS NOT READY TO BE ` be �n ^fir` x DISCUSSED OR WHICH HAVE BEEN DISCUSSED TO DEATH. Matters which be • ` f`. 4r., have appeared on a municipal agenda and which are not ready to be discussed , bu: .. ,. .,,e4 Cz,,' because some item of information is missing should be tabled until the date when that r wh b a re ort is read or that iece of information is available. The only exception to the use err �k ; '% I ' of a motion to table until a specific event occurs is probably a matter which comes in; t cy;' s�}},F�� before the municipal body after a public hearing before some recommendatory body. 'z int � Since the public has a right to follow that matter from date-to-date, any motion to ,7:.:,,-,:,:,., an t}� �TM=�� • ; table should be to a specific date. If all the needed material is not ready when that wa ti aiti t date arrives the matter should be continued again to a definite date. If a matter of con- ..,*4,T, inf �,� 11." , :` •} . j troversy has been finally decided, and there is a desire to prevent the issue from being tal res, ' " ,,,� g ;I raised again in its same form, a motion can be made to reconsider the matter by ori t 4 y ;'4' ior, • someone on the prevailing side. If the motion to reconsider fails, then under most int "' 5. �wr" . ,a" , trules of order, that item in its same form or without any changes of circumstances it..ti. tin ,t, cannot come before the legislative body again til • 1 ''z,`r-' 1 If someone wishes to raise that same matter again,the presiding officer can rule F `!",:°.A. W A'`'" '` ,X„X„' th:motion out of order. If the decision of the chair survives a motion to appeal,then - a 1 :,= r-.., tii,4 :- T. ' discussion of that matter can take place. Attempts to bring to the council the idents- '�"x a �•Lf atI " "- "�sY cal matter in a slightly new dressing can be disposed of quickly if a majority votes to ., *--: 'r �.�r• A limit debate to a specific period of time and insist that the question be called after the t - nil r v..-4,1 ;;?.-0-,,O, } ; debate is concluded. Democratic principles can be followed and minority rights pro- ,‘:,Z,‘:4-.,. ••:;:-.4= ab 5T�r, 7 * tested without turninr.g every matter of controversy into a never-ending story. m V iV 4r 2 . " 3. MAKE SUBSTANTIAL USE OF A CONSENT ("OMNIBUS") AGENDA; `� ly `ii"t i.i -R ,: - Illinois law contains a wonderful parliamentary device known as the consent agenda. }_ Je' Y, ev ,t '-a' 65 ILCS 5/3.1-40-40 Utilizing that device, a group of diverse items, including sim- '- ��'"Aigk ftt' �P" ole motions, motions to authorize the expenditure of funds, motions to pass ordi- �} b ,v Ft ' '° �'` '; ' —�" f nances or resolutions, motions to receive or accept documents, and all other vaneties er. ' ' " L*-,',' of governmental actions can be approved through a single action which has two parts. - tk �y �� , ,11 First, by unanimous action, the governmental body must aE'rce what items are to be 44 t ` rv' s ,; acted upon under the consent agenda. Then a single vote is taken on the acceptance ... -,-.'4-,1-,_12-':'.:- a:` ';;g,,� , or rejection of all items on the consent agenda. M alderman or trustee may agree on r C' =t ti �� a list of consent agenda items and then vote `'no" for all of them. The person voting hi a A`a� must vote the same way on each item. If any item on the consent agenda allows or 1 01 ^` $, ,)f{ „r ,Ph-. requires the vote of the mayor or village president, he or she should vote on both _ �`i N fry -1y t. ,tr t a p. 'E1 iii 9.. . - u 4 COUNTY OF KENDALL ) )ss STATE OF ILLINOIS ) RESOLUTION NO.2003- RESOLUTION APPROVING THE REVISED JOB DESCRIPTION FOR THE POSITION OF UTILITY BILLING CLERK WHEREAS,it is important for the UNITED CITY OFYORKVILLE to maintain job descriptions for the various positions within the CITY,and WHEREAS,a revised job description has been recommended for the position of Utility Billing Clerk, and has been reviewed,and approved by the City Council. NOW THEREFORE,upon motion duly made, seconded,and approved by a majority of those voting,be it resolved that the attached job description incorporated herein by preference for the position of Utility Billing Clerk be adopted. REPEALER: All ordinances,resolutions or orders,or parts thereof,in conflict with the provisions of this ordinance are to the extent of such conflict hereby repealed,and this resolution shall be in full force and effect forthwith upon its adoption. 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,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 CITY CLERK Page 1 of 1 `jII. UNITED CITY OF YORKVILLE UTILITY BILLING CLERK JOB DESCRIPTION Department: Administration Reports To: Finance Director Status: Full-time Position Description Overview This individual will be responsible for handling billing of all municipal utility accounts, as well as doing adjustments, running reports, and problem solving questioned accounts. This position involves heavy customer contact and the ability to respond to questions and complaints. A need for mathematical ability is necessary. Essential Job Functions 1. Maintain and update account information, data sheets and delinquent accounts. Prepare, review, adjust, sort, and mail bi-monthly bills for municipal utility accounts, also issue closed accounts final bills. Enter bank payments and meter installations into system and copy to accounting as required. 2. Process and transfer information recorded within the water meter radio units into the computer billing system. 3. Print and review water meter reads after transfer has been completed by the water meter radio unit. Identify any problem reads and request a re-check of the water meter read to the Public Works Director. 4. Periodically review the past due account list, follow up on delinquent and collection accounts, sending letters prior to referral. A copy of the renter's delinquent letter is also sent to the property owner. 5. Prepare penalty report, review to identify any exceptions, and complete the penalty process. Print and mail the penalty bills. 6. Prepare aging reports for credit balances and past due accounts, indicate collection and shut-off processes as required. 7. Set up monthly payment plans when applicable. Monitor monthly. 8. Prepare the shut off list. Check payments received daily to update the shut off list. Adjust shut off fees to accounts. Distribute the shut off list to the Public Works Director and receptionist. 9. When necessary, prepare documentation on uncollected past due accounts to begin filing a lien on the property as directed by procedures. 10. Prepare refuse report to inform the refuse company of the house count and Senior Citizen count on a monthly basis. 11. Calculate the YBSD payment, which is obtained from the cash receipts reports (mid and end of month) and provide this information to the Finance Director for approval. 12. Prepare reports monthly for meter installation, and new water and sewer installations accounts for assignment to Public Works. 13. Check status on Meter Reader's referrals, final and other meter readings for assignment to Public Works. Follow-up weekly. 14. Answer phones, take messages as needed, and provide customer service at counter 15. Investigate and respond to any customer billing questions and make adjustments when appropriate, notify the supervisor with any issues. 16. Take all utility complaint calls and refer to the proper department, if an emergency is reported contact the Public Works Director immediately. 17. Maintain and file all water utility reports and records. 18. Provide a monthly listing of all new water accounts and change of ownership information to the Deputy Clerk and Administrator's Assistant. 19. Provide information for annual audits re: Water fund, and YBSD collections and billing of fees. Provide census information update as required. 20. Other duties as assigned by the Finance Director. Requirements - Knowledge, Skills and Abilities 1. Ability to utilize the City's Utility Billing software. 2. Ability to operate a variety of office equipment including a typewriter, computer, facsimile machine and calculator. M 3. Organizational skills in order to function within an office environment. 4. Knowledge of basic mathematical skills/formulas. 5. Knowledge of Account Receivable procedures. Minimum and Preferred Experience and Education 1. High School Degree. 2. Minimum of two (2) years office experience. 3. Any approved equivalent combination of experience and education that provides the required knowledge, skills and abilities. 4. Must be willing to attend training classes to increase knowledge of job related knowledge. 5. Must successfully complete a background investigation with findings of good character and no felony convictions. The duties listed above are intended only as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them from the position if the work is similar, related or a logical assignment to the position. The job description does not constitute an employment agreement between the employer and employee and is subject to change by the employer as the needs of the employer and requirements of the job change. 1 COUNTY OF KENDALL ) ) ss STATE OF ILLINOIS ) RESOLUTION NO.2003- RESOLUTION APPROVING THE REVISED JOB DESCRIPTION FOR 1'HE POSITION OF ACCOUNTING CLERK H/HUMAN RESOURCES CLERK WHEREAS,it is important for the UNITED CITY OFYORKY1LLE to maintain job descriptions for the various positions within the CITY,and WHEREAS, a revised job description has been recommended for the position of Accounting Clerk II/Human Resources Clerk,and has been reviewed,and approved by the City Council. NOW THEREFORE,upon motion duly made,seconded,and approved by a majority of those voting,be it resolved that the attached job description incorporated herein by preference for the position of Accounting Clerk II/Human Resources Clerk be adopted. REPEALER: All ordinances,resolutions or orders,or parts thereof,in conflict with the provisions of this ordinance are to the extent of such conflict hereby repealed,and this resolution shall be in full force and effect forthwith upon its adoption. 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 CITY CLERK Page 1 of 1 AF DRAFT . UNITED CITY OF YORKVIILE ACCOUNTING CLERK II/HUMAN RESOURCE CLERK JOB DESCRIPTION Department: Administration Reports To: Finance Director Status: Full Time Position Description Overview This individual is responsible for performing accounting clerk functions, personnel duties and facets of human resources for all City Departments (including Library, Parks, and Recreation). Regularly assists and acts in a confidential capacity for the City Administrator and Department Heads with regards to labor relations and personnel matters. Has authorized access to information relating to any of the City's collective bargaining agreements. Remains current in accordance to municipal accounting practices. Accounting Clerk II-Essential Job Functions 1. Enter accounts payable invoices into the system. Prepare bill list for City Council meetings bi-monthly. 2. Retains all payroll records and performs all payroll processing functions. 3. Maintains loan information; processes loan payment checks based on payment dates. 4. Prepare quarterly tax report. 5. Prepare monthly budget reports. 6. Assist Finance Director and Department Heads with the Annual Budget process. 7. Reconcile daily/monthly: Accounting system transaction entries, bank statements, fund conditions, transfers. 8. Prepare monthly and annual treasurer's report to be provided to the City Treasurer for review. 9. Assist with accounts receivable processing. 10. Retains, maintains, and processes all accounting records and filings. 11. Assists with capital asset inventory tracking relating to GASB 34 reporting and budgeting purposes. jdesc-acctg.doc 1 12. Assist auditors with gathering annual audit report information. 13. Assist with the development of the Accounting Procedure Manual and ongoing reviews and updates as directed. Human Resource Clerk—Essential Job Functions 1. Complete and file all paperwork necessary for new hires in all departments of the City, including informing each new hire of our policies, Employee Manual and all benefits offered. 2. Keep records of various types of City and employee insurance policies and coverage. 3. Process all employee and City insurance claims, including ongoing dental and vision assistance. Assist employees with insurance concerns. 4. Work with insurance vendors seeking the best plan(s) for the City. 5. Responsible for filing mandated Federal and State documents, such as Workman's Comp, OSHA, FMLA. 6. Retains, maintains, and processes all personnel related filings. 7. Create and maintain the Human Resource Procedure Manual. General Job Functions 1. Assist in resolving computer software problems. 2. Answer phones, take messages as needed and assist with front counter duties as back up. 3. Other duties as directed by the Finance Director. Basic Requirements - Job Knowledge 1. Ability to perform necessary accounting functions to perform duties. 2. Ability to utilize the City's accounting/personnel software. 3. Ability to operate a variety of office equipment including a typewriter, word processor, facsimile machine and calculator (by touch). 4. Ability to maintain strict confidentiality. jdesc-acctg.doc 2 1 Minimum and Preferred Experience and Education 1. Minimum of two (2) years accounting clerk experience. 2. High School Degree supplemented by courses in accounting and business subjects, 40 credit hours of college level courses in accounting or personnel and/or related subjects preferred. 3. Any equivalent combination of experience and education that provides the required knowledge, skills and abilities. 4. Must have successfully completed a background investigation with findings of good character and no felony convictions. The duties listed above are intended only as illustrations of the various types of work that may be performed. The omission of specific statements of duties does not exclude them from the position if the work is similar, related or a logical assignment to the position. The job description does not constitute an employment agreement between the employer and employee and is subject to change by the employer as the needs of the employer and requirements of the job change. jdesc-acctg.doc 3 . ABBREVIATIONS MATERIAL DESIGNATION SHEET INDEX DPYR GHT©2902 ,v.6.lassociates/at�.leds.NB. t I IL GENERAL INFORMATIONG7.1 GENERAL INFORTION O ACOUSTICAL ° UNITED ITY OF YORKVILLE ARCHITECTURAL- ..AEGON E1D51Rc EXIERpR RKUAIEN r {1X611 SYSIA rADD.I"EussrAAE ucww Q AFS rlre6.FLccR '� Al 0 BASEMENT FLOOR PLAN AGG.µLpp 1pivGjEuE�cruREa �.,��.,� Al.I FIRST FLOOR PLAN Q PP ACCESS PANE NI wi 0 STOLE OR Gw0EI RLL !JIIIIIIIIIIIIIIl SHEET IEELL Al.7 ELEVATIONS AND WALL SECTION' '` ' CITY HALL, BUILD-OUT NIGN ARCHITECTURAL0MSGELLINEOUS Z N^. AlRO tOMATG MWMETEP L1pw1LW CD CwC B BOTTOM Ire MOUNTS I��I��I�,`�`I��I ,p$ C Nous MAID MOUNTED tIZt`/IVtZ TOPSOR 7/ roWG MILLWRN REMODELING & ADDITION Z IX G x DPL B,.FII°RATE )11-71: 11:-8= mal .4 BWAF RZ N0 WS FIFFDDAMBER „=,�;,.�, cur mama �� ,' -','I: PNEP.CRON.SRND CITY OFFICES AND LU EL‘ o O0077 RO �;+ a. NUMBER ir_D_9_B_ ,,. en BRO N�ROOFING R HD;SE REDUCTOR •. • . � W "N .sE noun.COEFFICIENT CART Va. O SCAT 1 • WNL1ElE �` 0.1YOOD .M GEROD OUTSIDE DEER fa _ POLICE DEPARTMENT WWF CEMENT OFF OFFICE BRC ` "°°° ix... J > Ci ER DN DYERHEAD P I ERGS NG � PrtE \` O PPG CAST-IN-PLACE CONCRETE OM1 GPaeADs � aWQ (A HU .CONTROL.rolNr R ARA.LLW O CLKG CA'LLUONO MFARIIClE BOARD /,/ O ClD ET PCC PFFCAST CONCRETE CONLPEIE LL PA .070NCE) PFf PoUNDS PER CUBIC TOOT .�. \ =GMT PDUCN WYBER I Q O PEDESTALZ �1RI CENTIMETER EMASONRf UWT PFEDEA PFANEiER NIR co coL co...a PERE PFORATE -I Q u_ 2 J come l00 PRN PREREMSNED k co.. 07. .. CONCRETE BATT OR LOOSE CONNECTION Pt/SCC LAMINATE CUf STS CONSTPUCOON PLO POUNDS PPA NNEAY FOOT - W WM cONNNWs OR co..mmx allPLPLATE GLASS LL CCNTR COMRACROR) PL111D ANH n PARR cORR10OR CP15M CARPET(.) PILI AM PAM / f._ .1 BCD NSIAAl1011 p CM CENTERP F m ��./�✓ B6BE=wE TheUnitedLi J LJ. U W _J CY WBIC YARD ESIRESSED CONCRETE P POUNDS PER SCUARE FOOT PSI POUND PER SQUARE INCH 1111111111111111) ALOJ511CA1 IDE Q LL DAO IF' COL DOUBLE .DEPCHD pEEDF , ...,,.. t y 1--W Ce by ORPOMOOT QUARRY TLE METAL a :b WT 'y g O O P wBPENSEN y■■(� pp Tt3T' ..N/ / 0AA0AW OON P DCAQ'PON MASON OL MD LOOFINO RAO RADIUS AM (SHALL SURE) EMU III(Il{�II{ (I1WIC TS' ..... 'i, ' <' D u'S^A U W OPR w.,I, RCP OROED CONCRETE NPC 11111-11111 RW( 1i■3 ffi■i■Ec}i Illinois -pi .. RD ROOF ORAN 0 DDWGWG oDRAWER RREFA RREFFER NCE 747111117:-T71111 O S-, REN" RCE(D).(TND) AN CD REG R.ISTER 0›- N Ce E CAST FFM REMOVEN 5 EA 00, RED REWIRE, M EJ DIPANAOM JOINtRES RESILIENT 11. EIEC 102c102c70/40)ECIRI =) AFG RAS.5).(ED) Q ATOR REX R.F NAT. A DELEV EYELERO/BECY RFL REF ECT(to).(NE).(OR) 0'3: ENCL ENCLOSURE ER 01000010 PANED.D M RALE0 EOLIAL NWWOO �.- m p MAP EQUIPMENT RM ROOM 1+ MST wp REVERSE wp ( 800 GAME FARM ROAD 9 y fr EIP.P0 ESPOSED" WOOD SYMBOLS 1 EAT EXTEROR STHYORKVILLEILLINOIS 60580 FFFB EDISPENSER , FUT S. Q SECTION OR DETAIL CALLOUT -- ECENTER LINE LBO F1A1N6NFD DY OT1Ea5 NG NUMBER SOT STRUCTURAL CUOM P TILE A - ET THERE DRAWING APPEARS FMR ORE BRIM SO SOAP DISPENSER FO FLOOR DRM1 5ECR SECRETARY FOFCT SECTION TR ASH FFLOORvSSPSAFETY CUSS FOE FIBERGLASS . .fLET RAna NS�HW( L� INTERIOR ELEVATION CALLOUT —--— FLOOR UNE CET WERE DRAW.WEARS FLO fL00R(D 1 � S51.0 LEET Igr ' FR UDRESECEF SM. SIC(UPR O --� 100% DESIGN DEVELOPMENT - � CO �,m,11 mn ENE ER(RNocoF W. SRO. WALL TYPE DATUM UNE T� DG ROP,FOOT(OR FOOT) SLID .NITARY SP SOUNDPROOF .R SMBARY NAPKIN REC�EFFEPT Z I N FEAR FORRET/ONO) SPEC SPECIFICATION U Z SPR SPENDER 1 TOILET ACCESSORY —--�-MATCH UNE 4 ,tL,yyTlpi, GA GAUGE SO SPECAU O < W J ,' GALY conrwcl(aR ss��'M SQUARE sESS ii� - — iF— a-2 GP. ......moC CONCRETE SID BE O ,_..C V MMHG STEEL GO 0,52 .r BGL GLASS.DL`AZED CK s SEG 5 0COLUMN UNE REVISION W OND ORM.OIVONGNT OWED SIRUCTINAL EE GT GROUT m CONSULTANTS LOCATION MAP = GYP GYPSUM SYN CD DOOR NUMBER _-95� NEW CONTOUR STRUCTURAL ENGINEER < pg NO NOSE BBB Q 1�T L NO Fu�DETECCORE iOR TAC TONGUE EL BAR O11°°� R.I.JOHNSON&ASSOCIATES,LTD J a NCR HEADERTe-L TELE ---_yam..-, OR ABANDONED 175 N.WASHINGTON (630)653-9060 NM HARDWAREML 11/.(NESS) Mt 'R1p01`oLL 1ErAL ML TWES.1.0 1 101 1 ROOM NUMBER CONTOUR WHEATON,IL 60187 FAX: (630)653-9059 FOP NORQONTAL 1NBD TACMDOAAD RP NICK POINT 10 TOLERANCE 00 a TO REMAIN NR „,„u„ TREAD MECHANICAL/ELECTRICAL ENGINEER "'l CERTIFICATION n PROJECT CODE DATA `"(� 1R IFIYDAC w10..w0.100.A/c W-T ENGINEERING,INC. °Lkrt� 1 4{'� -^. e 39 EAST SCULLY DRIVE (847)895-3640 •1 I HEREBY CERTIFY THAT THESE PLANS WERE PREPARED BY ME OR 1E11,EATER u1BCc LNDM IFBSDmO CODE SCHAUMBURG,IL 60193 FAX: (847)895-9985�+ UNDER MY SUPERVISION AND TO THE BEST OF MY KNOWLEDGE COMPLY Fl ROci1 0IOR R U - 4 Ef WITH ALL APPLICABLE CODES,INCLUDING PUBLIC LAW 101-336 UC UNDERCUT APPLICABLE CODES: ,y Tb NCH VENERATOR .0 UNC-E4 NOTED OTHERWISEQ NCL MO10DE(D)) otic) UR URINAL CONSTRUCTION MANAGER '':‘4$,';4(L.:' nbAMERICANS WITH DISABILITIES ACT OF 1990'AND MEET ALL OF THE NSU- NSUTADIE h(ION) ZONING ZONING ORDINANCE OF THE VILLAGE OF LISLE.ILUNOLS ; 1tCC LE w B+aOE, WILLIAMS DEVELOPMENT *( .4,.--'�' J REQUIREMENTS SET FORTH IN THE FEDERAL REGISTER PART III VEST VESTIBULE TIBU`DULE 450 EAST GUNDERSEN (630)221-0671 44.:'R� `� DEPARTMENT OF JUSTICE,ADA ACCESSIBILITY GUIDELINES FOR 0020*00 NNNI FABRIC BUILDING BOCA BASIC BUILDING CODE,1996 EDITION WITH AMENDMENTS 1 BUILDINGS AND FACILITIES AND THE ILLINOIS ACCESSIBILITY CODE. AT 'S CLOSET O v owr(En)Jr CAROL STREAM,ILLINOIS 60188 FAX: (630)221-0118 Deh -. I JOS VI ARM MECHANICAL INTERNATIONAL MECHANICAL CODE. D ( 1 d` ' LAB LENOLABORAFTOR0 w WEST 1996 EDITION WITH AMENDMENTS SITE'-. LAlweyg 1 -;""�="'k^�^`.-._,,,,_„_ LAD LADDER MOM.rwE 007 ..PINClio1)I M • UV LAVATORY F4%,0 .sE 5 I.R cA r ELECTRICAL NATIONAL ELECTRICAL CODE.1996 EDITION WITH AMENDMENTS L55 T WE WATER RUXT • ...E .,.... , UG UDER CONTROL WO .00 .' *MED GLASS IL UF�FD +E LOAFOD W-DN WALL IA. PLUMBING ILLINIOS PLUMBING CODE 1993 EDITION WITH AMENDMENTS d� W IWMI 91 -I LADS UMEYTONE M WRWMM IRON FP LOW PONT 'RLN EFP100w EE - 1� •- uL uN1101FTRL OW W.M R P"PROOPMG FIRE AW1FZ* ° { { 4' 4PGEcD WR WATER REPELLENT p LW ILIONTDD T WEC"E IRs WATER STOP NEPA 8101,LIFE SAFETY CODE-1994 EDITION Wtt MONT COERCE *SCT ...OE ,. A£F If St TF IFEX MALL W FAME PROTECTION BOCA NATIONAL FIRE PREVENTION CODE 1996 AS AMENDED B E fy 'u , O IlL TOS TO YARD .. AV.^.^"" wx f i-- �_ F - ACCESSIBILITY STATE OF ILLINOIS CAPITAL DBVELOPc1ENT BOARD s f, } H CNA F �'VNdRF31a C'` ! EES} )....•,,1 of STANDARDS LLIIWS ACCESSIBILITY CCM)1997 ElXT10N Porti RM� � "y`'""' rt G j 4;-'Y'v$11 UNITED STATES OFFICE OF THE ATTORNEY GENERAL 1 { 0) {'6 Ii=L G1 .1 ADA ACCESSIBILITY GUIDELINES FOR BUILDINGS AND E' ' FACILIHES J U �b AMERICANS WITH DISABILITIES ACT/1990 EDITION 00000.. ,Roam,ma:02009 wwwFOA T.wwtx* ; ;5 .•. AMERICAN NATIONAL STANDARDS FOR BUILDINGS AND FACILITIES ANSI A117.1-1986 II ao a a) m 3 m z -- m I— , O O al= g TJ g*r z •bp�45 4ae 1111 1!!!!!'„..,,,,,:--,--. 1' !!' , aa it1#4 a t ; q`f.:,_.....,,,,..„.„...„..„,,,,,,,,,.,,,,,,,o, , ' ltil ,A.IIs ° x b y`` D f O i iui g4yy f5r$\0 r � J5 1' t L_ ®p a [ .11nom A = RU qjt i "+ f , LL13 %,.4;•:::1----, . III, ®n .� mi..ti "' i2 4 I. = = o-i a '.�= �21 li: ,1 M M Ilia ..,•;,,,,,,,,,,,.., — y G p y =--, 1 !l1y111 E1" °� °.._.., , m2 y 4, '',:::',,i10.. .. 2.:',W:',-,;2'.4.- g (ili ),-' tig 0 gZ ar D 9 5 x =ANS _�LIN111 N N rill! k I. N C S r '''''''''''.4:"*' I:J, 5 F^*'' Q g t .W �-13L !lA �1 Ik �rti l I i. t ;,,,w':,...,,..::t aCw ,�",�" s f� It f : t1`. y --I +, tt 1747v4 m Lllrl ...T�l Jlt.rT:c....743?).4,4p4 ,,,;-;14„.:Ji:, ,,, ..4 q 421iNfir,,,i, iiIck,,N4,14,. .i:.:; .:4-:r,::42,4.;_::::: ,,,,,:i.,;7_,,,:. ,,,,s4..,..4,:.,....;,:.,,,,, .. 49 '4 f ,.�I t .. max,,` ., s1." ,;:, mX ::::::::::::::::7:::::,:)!, L ) J i it ii � , F - _ ,,:i..,..„,„:„,‘„,,,,,,:,,,,::,„..,,,„,„,..„,,,,,„,„„,„ 5:_, � d f Y 7' f t„, I� f Ix 14444M14':.4�'beQ� Z&'} s ��ii 4 � Sa�� t / wck#Igft +( _ ger -'- 1 t I:1 11111 ...t.: f 3„CxY . iJ z.,, ; f^• A> ” � yy g" �N q N " X ty �3 1 p m �� gQ h F,R > n m g NF « w o n b oA g ag a— lg, gg nm> ��n O0 'Do 00) 890 *., m COy S y F OY1 0 at QQ 2 T " _yty P ) 1,1 WILLIAMS , dens 2002j0ci CITY HALL BUILD-OUT REMODELING 8�ADDITION D dale 17 JANUARY 2003 o m. E CITY OFFICES AND POLICE DEPARTMENT + �; MSBlJAF Ct1eL11 -a ' ' ARCHITECTS Z �, reee UNITED CITY OF YOR 0 ARCHITECTS PLANNERS 3 � i, 480E.Gunderson Dr.,Carol Stem,phwh 80188 ,_' 800 GAME FARM ROAD Phone 630-221-1212/Fax 63x221-1220 YORKVILLE, ILLINOIS -Ti • M Cl) -Ti—I I- 0 O 0 X) r Z I �I I $I 1 - fi r Ir r- 1 g I ip Nm Oy, 1 i-- 1 s:—--7 41 :'1‘ m EwOiA 1 V8•-3 /2.:'1‘ - [lig 1 9i . . C 8 - n • ;�c £ i g P um I, " Ir IIS o-A n r.7 r..1r1 rl (i ,'< $n i 1 I,:I ' ' 1 '1 1 i £gym I L I • 1,1 1 g(6 << Y f .1 7 II I II , 1 r l - pg T • • I I : 1 1 ICII 1 I i 1-1 FI g 1 I N�Oy �� NC 1 i 1 I. ! ;,,I; �I I I 1-1 1`1atiZ.,, I t: '. „ O 1 ' 11 1 ;l'i..-.1 1 1 t-1- in 1 li it 1 1 i ! 1 1 1 Ij roi 0 1 ° Cg1, I111 { I11 1 1 I.� 1 1 l i I >� up a PR g S m £A a Fa gA r3 44 L.J LJ L L-1 r--1 5 51 , �ggg5 _� .p1 �.__p •,--"i P m fffiiiiii y1 m /£1 A '� Z ;I OQQ "•• ___\\; of ti2��jjjj - t w — g t i m _ I r - a r2i off' 1 1[ og - r ; g r _, I 11 -� I A53 L -_\ ,4 , , Ei \ 0042 NC SIt1 2 y _? . .2Z .T124 p0 00 a'0 � Y1r• A `45<:'p -1 =<m SS a n< i 4- zP N A lg - '''f, R=. !7 ) cS A � Ap< A 0. III$!jIPi � o m 'HI oCz 2c m 0 0 0 D m m al 11 1 b m N N • p>>Aa2 v 2 V V2o iD AI y4 ym N X£ ( mP mr• F o §41 oy m rDZ 2§ m ^^4 , ia1 n WILLIAMS a 17JANUARY2 OF CITY HALL, BUILD-OUT REMODELING $ADDITION checkedMSBIJAF CITY OFFICES AND POLICE DEPARTMENT x ARCHITECTS eh�d UNITED CITY OF YORKVILLE ARCHITECTS PLANNERS • 800 GAME FARM ROAD 450 a cunaemen Or Card Streamnds&ma MIN Phone 830.221-7212IFax 830.22b7220 YORKVILLE, ILLINOIS mi , COPYRIGHT©2002 /... wiianslassooakslalGvkUs,ltd. ROOF CONSTRUCTION:— 12 Z -ASPHALT SHINGLES(MATCH EXIST) -30a ROOFING FELT(ICE AND WATER 5 �-' 0 47 - - _ SHIELD 3' WIDE AT ENDS,TS P.) / -arR---. -33'PLYWOOD -PREMANt/FACTURED WOOD l'...-- -'----- .... :iiii000110�-� EXISTSCISING TRUSSES TO MAl CH :,i<- _...::: .- ..._ .,_ :. . Tom: CI xv .. tmrx x h.N]x x4Atq, .wNm:4h:f!utum ,,, ..must.:.wims 7,�.:v:,,immti_•..•_..`v•.,. }iJ4' �x-:.- . ...�:..3'^.�t2-.._ - cr._<: c ..r�.,,,... �......_._.k. _.3 .. -A ._ .: •-`._",.:_,. .:"E t.._,.,u.,�,,:ai:+"xw~�.::;;:-y=i::.:--'u':.::.�:�`.n:4... ;�%7.r-r+��t:Y"ivafi,`,"f�.��,v:.�:vr:rw2 ,�� __: - o,nexu_--. -_,:_: ti �__.tx�uxxxruu,-::_�:_s p.uum �- _ _ _ �suwn�;_,.?.::: .v _ _ TRUSS BEARING - xn r a '.4sb.�.l ..:::_".:.�.1.o..:_ ;�� _lam..: z�1:�.t �� I " ELEV..11,10" c 2. m�uu�wnl mc4h.::x3.a.<-w= i ....ilr -Nv v -: i*��'a=.s';:v::;,c_- { };rFa. -�.x -;k;., — I ,,�[ __ :,�,n 111 111 - _ _ (VIF MATCH EXIST) l W W _. :r::':: -" - _ - 111 111 - - F. �. .,; ":_.__:r._ 'i....1_!x:<.frra �xi="!ii__w i" _ _ ..i - 12 : ., �"zt.:r:: __ _c.y .::.:.:.._ i .�� r�� 1.1 .1. = i �� A�� . _ - RE-FINISI EO x: .,?vd .Vixr.<v-::: .-.... ...__._ .-.-_ , :: .. . .:ODODD :. xY9._ l •�: Fii:�`^ - T]S i �woa.,.s,:.w ,:.__:41.:< <..acco-<s...:_,.:.s...r:..:i ti<F ,c ... s..-_ �_ .. �� 32,fiGco,v., :_.:,,..,.f::-,'� - __ <_" ._ .. _..� ._.__:: .>•,< - - � F _.... : g- _. ,. :...__ -.��cx.-s..._ _k-:.-.-_ - : _ z�.:._t:;_xw=_ �.f::'!fstic'� .�x < _ _ __._, ..; r _:::-.._.:_:.._t�aY�9€3SiL_�1.3e5aC'tc 4 .= -?54-8_Z8:_-._at_'y =�g_-»°'r.'�s AND Nf WNSPoTS.GUI TER � LL » vr:7�ftatiixMti<>>sm`F .:{.:h c as '".a:- j2 I P.P.c _I-:-.c ,..-,e; xaac„a.:: .:.I. -sv§iMc.:r:,cn.,9' Stir-r"aR TO EXISTING .• �:�•�F><k..H�s MATCH 1� - L � ALTERNATE k1 I - -__ - - �_�• -!- - (� '. i REMOVE EXISTING WINDOWS(1) PRE-FINISHED I •A Q W I AND REPLACE WITH LARGER ALUM. ALUM.FASCIA I - O Yi METAL TO MATCH I JUST EXISTING CLAD ITFWNDWSON TO ALLOW FOR LARGER EXISTING l'''..--, = C W _ _ ___ -- i,- ., WW J REMOVE EXISTING DAMPROOFING FROM PRE-FINISHED f , 1 -- re U J FOUNDATION WALL,LIGHTLY SANDBLAST. ALUM.VENTED SOFFIT, -", _ii Q TRIMS AND ACCESSORIES TO MATCH EXISTING WEST ELEVATION C1� ';- O SCALE:,/B•=,'47 , .,:„ 0 a N >� 1 REMOVE EXISTING WINDOW AND PROVIDE DOUBLE 4'VINYL ALUMINUM CLAD I CI WOUBLE 4 VINYL SIDING (,'. .z..1 LL j REPLACE WITH LARGER ALUM.CUD LAP SIDING,EXISTING MATCH WINDOWS -DOUBLE VINYL SIDING t0 D OCC J WINDOW.ADJUST EXISTING WALL TO MATCH EXISTING MATCH EXISTING CONSTRUCTION TO ALLOW FOR -BUILDING WRAP(TYVEK OR EQUAL) „', v' LARGER WINDOW -3/4"PLYWOOD 'i: COY W PRE-FINISHED ALUMINUM ALTERNATE R 3 -2 X 6 WOOD STUDS,16"O.C. I'-",--/ mj.....W IL W -BATT INSULATION _ FASCIA METAL TO MATCH -5/8"GYPSUM BOARD .„: ' W--� PROVIDE CANOPY STRUCTURE EXISTING r, I.,, - LL V J OVER EXISTING EXTERIOR _ -.- ` T� STAIR WELL. -- 4000 .,_11111111 I = O W IlL CI Q ,^ Y '.FEELViii ___. __--_. POSSIBLE ALTERNATE#5 V ...._,==._ � - �= ,. _ r '__ ___ -__ _ _ __-_ _ REPLACE EXISTING VINYL SIDING TO EXISTING O ■ I'''''--- : —=.---. ..- ■.I■'E■■,E■■.__■iII�._=HWMmgm _...I > 71111—,_______. ¢3 111 _ _1 ' .,� �� „ •�,. 111 WITH BRICK VENEER I FLOOR CONSTRUCTION: ... _ �I�,n s - 111 '_______! _-:___/ POSSIBLE ALTERNATE p6 -CARPET TO MATCH EXISTING cm_ta_ _ _ , w t c .r1 IA �i -3,4•TMG PLYWOOD o o a -- [[ ) ) ! t•tttitttlt! 4i11'I _UU _. REFUGE VMYLSIDING -WOOD JOIST e16'OC XII pp "'- — - ii I,1)1ii111)1,11)1111)I�itei(III II IiiiIIIIIUINLIH)11II = .._ 5 -----=------ ------ WITH FIBER EXISTING SIDING �' GATT.INSULATION S 0FIRST FLOOR VAPOR BARRIER EXISTING ALUM CLAD WINDOWS(6) METAL HANDRAIL V ELEV. (VIF MATCH F>(IST) 70 BE REMOVED AND REPLACED SYSTEM I ' INTO COUNCIL CHAMBER EXPANSION ' 1-g-t TOP FOUNDATION ;'�!: `a 'EAST ELEVATION SCALE:MY=T4P C2~ ELEV. Y-0' J' (VIF MATCH EXIST) CONCRETE FOUNDATION 71ju—III I,—III, I IT I I F=1.1=11 11— ...1,b PROVIDE ACCESS DOOR I� �T�=f I,j CI - 1I p� FOR CRAWL SPACE AND 1-MARIA-LANAI=411 II CI �C!”I. VENTS LAP PROVIDE DOUBLE,TRIM. OVIRNL I IaTI-I-I -M II II - •. LAP SATING,TRIMS,CORNERS _ - TO MATCH EXISTING 1�L- l l I I 1=1-11— .. . ALUMINUM CLAD WINDOWS 1-111 11 111- I I-I f- 11- =I •. 111 -1 I�I.I =i NEW GRAVEL I- II IC.: EXISTING CONST. PRE-FINISHED ME ED GUTTERS =VI .. FASCIA METAL,GLITTERS VAPOR BARRIER I AND DOWNSPOTS TO MATCH =.' • I EXISTING II T HII-II Itm.o_ ► of 0�,I.,II:�_,�• F— W . ., r I I 11 I -I I�I I 11=1,I IIHR=J I I I 0 Z � 1,6#4. ��_ — - - - III Ng so•=a =.1.1 NE -- no� ---- Qw F� h �� . 1m DRRAAIINI TILE o =I T.El •lu III-II �, F-1.-� },i;vr: �— EXISTING DRAIN 1I 11 r- III—I I—DLIII W�' a _—I II F�`-.:.'ay _ I iij�!':rrr!!` TILE 1t- �I I L' f- 10 ,.---.7.------,===------,.------=-, ._____—_-_-.-___=_____ _: —1 ..• III—III—III• CONCRETE U I� I— TOP FOOTINGe.Iiiii. f1/RANDOM _ ASPHALT SHINGLE. ELEV. 11=11" II I9II FOOTING LL T TT EXIST (VIF MATCH EXIST) < %R Q SOUTHELEVATION SCALE yr=t•4T CD SCALE:3/4--1-0 C ALTERNATE N 3 NEW PROVIDE CANOPY STRUCTURE CONST.?EXISTING OVER EXISTING EXTERIOR 4 STAIR WELL meninsim nn = — _ , _N =p= IIIIIilllll_ =— ,_____________._._________________— =:ini_I�L�II —oal — _ EX MNG TO REMAIN R A1 .2 To REMAtN NORTH ELEVATION SCALE:118•=r-o• 0 4 8 s (4, PARTIAL NORTH ELEVATION (6D BUILDING PERMIT REPORT City of Yorkville December 2002 Types of Permits » Number of Permits Issuec SFD 2-FamilyMultiple-FamilyCommercial IndustrialMiscellaneous Total Construction Cost December 2002 1 51 23 0 0 4 0 24 $5,126,236.00 Calendar Year 2002 2 806 284 6 4 45 1 466 $66,613,318.00 Fiscal Year 2002 565 189 4 2 29 1 340 $39,735,089.00 December 2001 31 27 2 0 1 1 8 $4,304,497.00 Calendar Year 2001 365 431 177 8 4 20 2 259 $52,878,339.00 Fiscal Year 2001 345 359 133 7 3 17 2 195 $43,080,919.00 December 2000 10 12 0 0 0 0 5 $1,537,580.00 Calendar Year 2000 6 318 130 2 0 6 0 194, $22,766,589.50 Fiscal Year 2000 67 226 100 2 0 5 0 134 $20,368,361.50 December 1999' 18 8 0 0 0 0 10 $1,599,914.00 Calendar Year 1999' 260 84 5 1 9 0 164 $19,365,192.00 Fiscal Year 1999' 162 59 • 4 1 8 0 114 $15,182,711.00 December 1998 10 4 0 0 0 0 4 $952,525.00 Calendar Year 1998 215 48 1 0 6 1 157 $12,099,144.00 Fiscal Year 1998 167 35 1 0 3 1 125 $15,852,424.00 December 1997 10 3 0 0 0 0 7 $523,400.00 Calendar Year 1997 197 53 2 2 8 0 132 S9,654,714.00 Fiscal Year 1997 136 30 0 0 5 0 91 S5,422,224.00 1 The SFD permit issued in August as Y-2002-579 was voided and reissued as Y-2002-691 in October. To maintain a correct count,It shall remain on the August 2002 count. 2 Permit Numbers Y-2002-579, Y-2002-034,and Y-2002-467 were voided,thus only 806 of 809 assigned permit numbers were actually issued. 3 Permit Number 01490 was voided,thus only 583 of 585 assigned permit numbers were actually used. Also,Permit Number 01478 was for 4 Attached SFDs(Townhomes);reissued as Permits 01478A,B,C,and D. Also,Permit Number 01480 was for 6 Attached SFDs;reissued as Permits 01480,4,B,C,D,E,and F. 4 Permit Number 01385 was for 6 Attached SFDs;reissued as Permits 01385A,B,C,D,E,and F. 5 Permit Number 01259 was for 4 Attached SFOs;reissued as Permits 01259A,B,C,and D. 6 Permits Number 00122,00189 and 00262 were each.for 6 Attached SFDs. 7 I. Permit Number 00101 was voided,thus only 233 of 234 assigned permit numbers were actually issued. ,- Permit Number 99080 was.for 5 Attached SFDs. Smith Engineering Consultants, Inc. Memo To: Tony Graff, City Administrator, Joe Wywrot, City Engineer From: Jim Hoving Date: January 21, 2003 Re: Kennedy Road Alternative Realignment Analysis - Yorkville Per your request at our meeting last Thursday, we have conducted an analysis for improving the Kennedy Road curve, located approximately 0.5 miles east of Route 47. The analysis included two (2) realignment scenarios. The first would be to introduce a reverse curve on Kennedy Road and the second would be to introduce a "Tee" intersection at McHugh Road (extended) using a simple curve that would take the east leg of Kennedy Road south into McHugh (see attached exhibits). The west leg of Kennedy would be stop controlled at the "Tee" intersection. Both analyses used design speeds that were 5 mph greater than the posted speed (or expected posted speed). The design criteria were derived from IDOT's Bureau of Design and Environment Manual. The ROW width was assumed to be 80 feet for a major collector roadway per City ordinance. Alternative 1: Realign Kennedy Rd. using reverse curves. Design Parameters: Method A: Maintain existing posted speed limits of 55 mph with a normal crown roadway and with a 4% super elevated roadway. • Normal crown roadway with 55 mph speed limit resulted in 1600 ft. radii which were too large to fit within the Menard's property. • 4% super elevated roadway with 55 mph speed limit resulted in 1300 ft. radii, which fit within the Menard's property. • The tangent runoff using these parameters would be a minimum of 200 ft. • See Exhibit 1A • Page 1 Method B: Decrease the posted speed limit to 45 mph and use normal crown. • Using a normal crown and a 45 mph posted speed limit resulted in a minimum radius of 900 ft. • The tangent runoff using these parameters would be a minimum of 70 ft. • See Exhibit 1 B. Method C: Decrease the posted speed limit to 45 mph and use a 4% crown. • The 4% super elevation at a 45 mph posted speed limit resulted in a minimum radius of 625 ft. • The tangent runoff using these parameters would be a minimum of 70 ft. • See Exhibit 1 C Alternative 2: Realign Kennedy Rd into McHugh forming a "T" intersection. Design Parameters • 45 MPH posted speed limit on Kennedy Rd. • Equates to a minimum radius of 900 ft. with a normal crown roadway on the east leg of Kennedy Rd. • The west leg of Kennedy Rd. would be a stop controlled. This will allow for the reduction of the posted speed limit, on the west leg. Super elevation approaching a stop condition is not recommended and is not included. The west leg of Kennedy Rd. will have a minimum radius of 600 ft. with a normal crown roadway assuming a 35 MPH speed limit. • See Exhibit 2. • Page 2 Recommendations: Although the reverse curve alternatives are designed to standard IDOT policy, the introduction of a second curve appears to be counterproductive to solving the accident history at the subject curve on Kennedy Road. Part of the existing safety issue is due in part to limited sight distance on the existing curve and the ability of the driver to anticipate the curve when approaching it. By introducing a second curve, the sight distance is somewhat improved but the existing obstacles (mainly trees) will still obstruct a driver's far view of the roadway. The introduction of a second curve combined with the fact that the curves will need to be constructed back to back, will further complicate a driver's decision making ability thus creating the potential for driver error. Back to back reverse curves, in general, are not a good design practice. By turning Kennedy Road into McHugh Road (see Exhibit 2), the desired sight distance can be achieved for west bound vehicles and the use of stop control on the west leg would eliminate the hazardous curve for east bound vehicles. Maintaining one curve designed to applicable standards decreases the potential for driver error. If a re-alignment alternative is selected by the City, we would recommend the Kennedy/McHugh realignment with a tee- intersection over the reverse curve option as it will better address the safety issue at the existing curve. o Page 3 11 3HITH a"+'nE iGucr'va".1N IRING CONSULTANTS, INC. sm� �oitssar w•••Y.y-----_a 1-IIILL•.•i••iYol„eri,m •Ifs •EtillIfi! •1ONOSZI �Zy ?L... I&//—/!K/1/4-00111116 COMP.PLOT Fit.srAV 6)rdekg IE!1.330-800 CURVE TABLE CURVE NUMBER RADIUS ARC LENGTH DESIGN SPEED Cl 1300' 707' 60 M.P.H. CS1 C2 1300' 200' 60 M.P.H. LINE TABLE LINE NUMBER LENGTH L1 5' L2 200' 4111,7 Ilf� Y ROAD RE-AUGAA4ENIT ALrsan 447 a Oft) MOONS r11aec►110.1-21-03 G1„ Ole MOM 1111 MIL Slab OM ND, a KB 1'-2010' a K.8 11111111111111111111.11111111.111111111111111111111111111111111111111111111111011.1111111111111111111111111111111111111111111111111111111110 . SMITH ENWNRERING CONSULTANTS, INC. amVsIIIIsaMO A �cmrs� /OEM MEM ME IIM-01-70011 Ilit 1110-1111-MM vommlOomolsoorEE4.4 Yyiiin! NW mOCOMMill &WON rima seamy 1111111 IF ieraoeia cwMm v.FWsr' mn*g Mr 900 a�m CURVE TABLE CURVE NUMBER RADIUS ARC LENGTH DESIGN SPEED Cl 900' 476' 50 M.P.H. C2 900' 125' 50 M.P.H. LINE TABLE �/ ‘7.7777 LINE NUMBER LENGTH L1 4.87' L2 70' �i 0 ;II •'' \ . A / ..... \"7. ., OW I ? I I 0 tc.e.Ct . ,.It . KENNEDY ROAD ALTSNA771 E al a ssr•or MVOS SO ISM DOM Ma 1. WI 1-2f-03 010688 A IMO OD WIND MID sirN a 1® 1—200 oICIsD IM Mt SCOLD 2 a KM - SMITH RNGDi KRING CONSULTANTS, INC. aniiimmanam mom=am WIN= s-MEW .e les-41=119.17 eMa, - -wr. SP. _ �a® wiaMilial =alt PSNI ILL lain P /1M-XDIa 's FS. Wit T CURVE TABLE CURVE NUMBER RADIUS ARC LENGTH DESIGN SPEED Cl 900' 1062.75' 50 M.P.H. C2 600' 429.32' 40 M.P.H. i LINE TABLE v LINE NUMBER LENGTH L1 140' 7/ / 77 7i \ sca .,,,....,-,•00" ,...-- \ r ..9. 0 0 .k. rq.... II 1 i . 819 i t I //// KENNEDY ROAD RE-ALGAMHVT ALTERNATIIE u2 mom min rn DANN malar NIL L - WI 1-21-03 0106E6 -s WM.1Mt xOML IONA NW NO. I ma 1•_200' • MOM ON VIOL MOM 4 a ae - I , . .. SMITH ENGINEERING CONSULTANTS, INC. a+alsaois 11111001111111111 as Baa �� °UM 10110 ax i . M. .yiQ .aaar .sorra areas rsoRa sear 111111 IP ieaoaia cpfompaeCURVE TABLE ��° 1E!Q2S-A CURVE NUMBER RADIUS ARC LENGTH DESIGN SPEED C1 625' 476' 50 M.P.H. C2 625' 125' 50 M.P.H. is LINE TABLE LINE NUMBER LENGTH Ll 90.2' L2 70' i .-/ ..7,...7' moi / r, \v, .,/` 40, 7 ■f�� - ' �.. CP, wit 1 , eile Kev1ED Y ROAD AL 7ERN4 fl - $4 (Q I. MIMI= MIN QW ,21- J MOW NI MOMS s. MOM�- ow a /@ Y-20C' a an=it Vin wwAt! 3 a K.B • UNITED CITY of YORKVILLE 1,11 County Seat of Kendall County K sR V111, 800 Game Farm Rd. Yorkville, IL 60560 E 630-553-4350 A01/440E0 `%56 To: Larry Kot, Chairman From: Eric Dhuse, Public Works (7-- Date: January 6, 2003 Re: Capital Equipment Purchase Larry, In the current budget, we have a line item to purchase a new sewer camera. Since the price is over $5000.00 I need to have council approval. I am attaching the quotes that we received. We decided to go with the camera and equipment from Associated Technical Services LTD. (ATS). They were not the low bidder, but it is the best equipment by far, and we can get same day service right here in Illinois. We also have a good working relationship with this company so I feel comfortable making a purchase of this size with them. They have taken care of our locators and performed leak location services for us for a many years. If you have any questions or comments, please let me know. Please place this on the January 21, 2003 COW agenda. y' • Camera Comparisons Vendor 1-ATS GOOD 200' cable reel Very sturdy unit in case Training with purchase One year full warranty Repair in Villa Park, loner while ours is fixed Working relationship with company BAD Price Vendor—2 R& R Visual Good Good solid cam system 200' reel Auto upright cam Two skids included BAD Have to ship cam to Indiana for service where they ship it to Virginia for service Nothing in case, everything in separate pieces Vendor-3 EJ Inc. Good NOTHING. This camera is not even in the same league as the other two. Although it is in the same price range as other industrial camera systems, it does not even compare. z. CITY OFYORKVILLE - • BID INFORMATION FORM MUST BE TYPED OR PRINTED LEGIBLY)._ - Z��Z /� DATE: ii-2 Lo )4,_ DEPARTMENT: 1'� REQUESTED BY: �= 1 c_ VENDOR#1 VENDOR #2 VENDOR#3 NAME: Nr5 NAME: Z e \I\S Q. .L \NL NAME: (2 3 \ K ., ADDRESS: '5Z`{ k?. S Z,--LAeL4-s ez ADDRESS: i S'ZP 1N. ItL!Sdiv (- ADDRESS: Mme' : ) \L V ,L PP4 ( I L - �i-tom. 1 \ r J `%/09-)S t n d (�1g1 NAME/TITLE NAME/TITLE NAME/TITLE OF PERSON OF PERSON OF PERSON t�( QUOTING BID: CSC i DG�"T du 1.Z . QUOTING BID:Skk i ' LA(I) N QUOTING BID:IM HOW LONG HOW LONG ^7 _ HOW LONG IS BID FIRM? S IS BID FIRM? �L.� t+i � IS BID FIRM? �� UA/S BID OBTAINED: PHONE BID OBTAINED: PHONE BID OBTAINED: PHONE - WRITTEN WRITTEN DC WRITTEN CATALOG CATALOG CATALOG COMMENTS: S� COMMENTS: COMMENTS: VENDOR SELECTED: 1\--r5 IF NOT LOW BIDDER, STATE JUSTIFICATION IN "COMMENTS" SECTION (USE REVERSE SIDE FOR DETAILED EXPLANATION) AMOUNT REQUESTED VENDOR# 1 VENDOR #2 VENDOR#3 UNIT OF UNIT TOTAL UNIT TOTAL UNIT TOTAL QUANTITY MEASURE DESCRIPTION OF ITEM(S) PRICE PRICE PRICE PRICE PRICE PRICE TOTAL PRICE 7895 7Y9-6 g4/ DELIVER TO: N(=cre - &LL 01 CI. -400 V DEPARTMENT HEAD SIGNATURE , WHITE:EMPLOYEE YELLOW: DEPARTMIjNT HEAD PINK: FINANCE 4" 100' 0 100' 200' 300, FINAL PLAT OF GRAPHIC SCALE II KYLYN RIDOUE UNIT I BEING A SUBDIVISION OF PART OF SECTION 19 AND 20, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. � c) 241.0p' H�R ce DEDICA f "0'27�231? w c) c) a:/ 7 134 Zr) Lui iw�' )( HERE& DEDICATEL) P-II 133 � I to c) k, II -�o c� Nal 'IIPO 1 c� ml�o _v 1 132 � , N\ v 1 � z INCLUI)E pt5 C7 20, P. LOT 138 V) II 1 131 U.e�D'E FRANC DETENTION A IS ND p BASIN No 2 Do P.U.&D SIN CUMCNT X/S YABSL 86 5 1 742 R- 130 2 fool N80*27'23 129 128 1 1 au Its, 27 1 126 l 1p p" 125 —4 124 v- 15, ji X. 123 36 b 122 ------- zy) (0 80 • Setback Ji I 80, 121 43 80 80, 80 75.wl Ili,, 57. 4. NaO-2�2-2j�WCAII I .41 N", H Z A se, a 11 NO i5i 100 fl, NW043"ll 1411 47.64 011 101 '1� 102 RII 103 104p 's 120 105 y 0 106 C-) so, N85'3843 80, 99 4) , i _w 420 SEE 1i 272.3V 70' N23 119 'F < 2751V I — cf) INS 153 V) *43'W cc 98 zi,) K zr) z '�?1 107 iR — 0. is :t fzn ' IWO IN 7,2�L C LOT 137 118 DETENTION T 13ASIN No 97 0) �3 P-U.&D.E. 0 15' 108 1 k-u �R < 272.3V 150, Q> cli N8518"43"il 150' c:) CURVE DATA 96 IIIA CHORD L log I No. R T BEARING P, 116 1�8(r272jW U.&DX dSI C-1 114* 48' 411" 150,110' 137*00' 222,04' S 38703'03" E 50 150' ISO, LOT NO. AREF. fW38'43*W REAR so 15,584 94� 10' P.U.&D.E, t482-36-56V V)1 110 12,00.0 7.5'— —O 0231Y `1 1 8 . 80 115 U.O.N. 81 -87 488.4 1' Ir 88 12,595 151 89-92 12,000 P-U.&D.e I C�4 — '�L 80 _'% I z 1 40' BUILDING 10, '43W 150, SET BACK LINE 3,685 9 3 g3 a f-20' p,Ul NWM-43^w 94 16,026 :j 10' SIDE YARD— -10' SIDE YARD —99 12.000 114 100 14,866 91 f5o. 94 92 9 5 2,000 (SEE"10TE 4) 90 89 5' P.U.&D.E 101-105 1 (SEE NOTE 5) L �3 88 U.O.N. 124.l5' 106 12,000 _j i I' 19 20 107 12.00 ft. bidg, 108—1 1 1 12,000 (0 80 112 80, 112 1,3,657 (typ) F 11s vil �Jlvi[VIENCEMENT —30' BUILDING 60' 191 20 vi 1fi 1--::1-5p'u-s�n' b, 87-94' t SET BACK LINE 5,484 4LK OF N.E. 113 1 II 871.,38- 9-37-7 C) v. DEDICATED 1182*3?5�--W — 114-118 12,000 1 60 80, (0 NT 10' P.U.&D.E. 119 12,125 00 FRO 60, 126.2t' U.O.N. z 02; 120 13.383 bid setso ► TYPICAL LOT DETAIL clie (ty 80, 121 12.816 cv ;.' (U.O.N. UNLESS uj 7.5"1 .&D OTHERWISE NOTED) F`I10, 122 1 2.01 0 80 III i 177-87' 123-128 12.000 81 U,& 20' p. 1 82 U,& 129 14,866 NOTES: 84, 130-133 12,000 S 81-24"11 CES SHOWN ALONG CURVES 1 85 1. ALL DISTAN 134 14,866 107,54, (SEE 4)1- f(sEt 86 H DISTANCES. NOTE'5) P) Z5 ARE ARC LENGT 87 135 156,311 S8.236��556r- It Z3 9�1 a: 778.64" OLY 2. P.U.&D.E. , PUBLIC UTILITY AND DRAINAGE 136 a - LOT J L — 135 20,043 0 FT. UNEAR 80, 80. 1w. EASEMENT 1,37 185.872 PARK 667 80, 3. PARK AREA IS HEREBY DEDICATED TO THE 4' PARK 'N 138 164,125 668, - (SEC N (SEE NOTE 3) VNno CITY OF YORKVIU.E FOR PARK OTC 3) LOT PURPOSES. POINT OF BEGINNING 36 _j 81 I 4. LOTS 84 AND 91 REOI A i!' SIDE YARD S82*36 ALONG THE EASTERLY SiDL OF LOT. E 9v 111111111111111111111111 372.24' 5, LOTS 65 AND go REQUIRE. A 15' SIDE YARD -12 56 id i TH PC 2002 1106.961 SOU VVCST CORNER ALONG THE WESTERLY SIDE OF LOT. Plat AM 144i 1�9� OF CANNONBALL r,, LOT 99 REQUIRES A 15' SIDE YARD ALONG 1/21/03 tI ESTATES UNIT 2 THE NORTHERLY SIDE OF LOT, REVISIONS PREPAREO Fii KYLYNIS RIDGE UNIT I J. BOADA ASSOCIATES NO. DATE DESCRIPTION VEWNG SERVICE IIIIji YORK VILLEILLINOIS PROJ8CT DEVELOPMENT AND MANAGEMENT 50 CARRIAGE HILL ROAD .ri' 12/23/2003 DRAWING NO. SHEEr NO, X DATE DRAWN By- DALE A. HAYDEN CHECKED BY. H. SKULAVIK LISLE, ILLINOIS 60532 1262 BIRCHDALE LANE AURORA, ILLINOIS 60504 AS0077-01 I OF 2 APPROVED BY. ELI FILE! AS0077-01 SCALE; I" = 100 (630)420.9230 PHONE:(630)692-6747 FAX: (630)692-6748 _ I j. ! I I �I i I i i I I' I 1 NI l MEW FINAL PLAT OF KYLY "..\ ' S RI- DGE UNIT' I L ip . �)N III I 'I III { SUBDIVISION BEING A { { I SIGN OF PART OF SEC 9 AN TOW NORTH, RANGE 7 EAST OF T�I 7 IPAIir I' 1 / ,IONI 1i19 AND ALSO THAT PART OF SECTION 20, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD SECTION 0 N � D 2 0, TOWNSHIP H{P 3 7 N , PFI CIFA. DES WIT AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER Of THE NORTHEAST QUARTER THE THIRD PRINCIPAL MERIDIAN I N THE UNITED CITY 0 F YORKVILLE, , OFDE II v II 9, TI ENCE SOUTH 00 DEGREES 39 MINUTES 04 SECONDS EAST, ALONG THE EAST LINE OF SAID K E N D A LL COUNTY,U N TY ILLINOIS. SE TT4N �9{ TANCC�IOF 147.18 FEET; THENCE SOUTH 82 DEGREES 36 MINUTES 56 SECONDS EAST, A DISTANCE 771B.�g I THE IPOINT OF BEGINNING; THENCE CONTINUING ALONG THE LAST DESCRIBED COURSE, A DISTANCE tO6'. 0 T Eu SOUTHWEST CORNER OF CANNONBALL ESTATES UNiT 2, BEING A SUBDIVISION OF PART OF S;JD,�E LION I R ,LORDED NOVEMBER 21, 2003 AS DOCUMENT NUMBER 01-22325; THENCE NORTH 04 CiTY ENGINEER D,',(}REESI I�� I `�(SECONDS EAST, ALONG THE WESTERLY LINE OF SAID CANNONBALL ESTATES UNIT 2 rr�J DMI QN'I IA q ANC IOF 1549.95 FEET TO THE CENTERLINE OF FAXON ROAD; THENCE NORTH 80 DEGREES 27 STATE OF ILLINOIS MINI IS S r Ds W EistT ALONG THE CENTERLINE OF FAXON ROAD, A DISTANCE OF 275.00 FEET TO THE S.S. NI?R1 NEFIF A TRACT OF LAND AS CONVEYED TO FRANCIS G. YABSLEY AND PHYWS A. YABSLEY PER COUNTY OF KENDALL �k U 8651 2; THENCE SOUTH 09 DEGREES 32 MINUTES 37 SECONDS WEST, ALONG THE EASTERLY �il I T, A'' ,STANCE OF 460.00 FEET; THENCE NORTH 80 DEGREES 27 MINUTES 23 SECONDS WEST, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO NG T E! ERLY NE OF SAID TRACT, A DISTANCE OF 475.00 FEET; THENCE NORTH 09 DEGREES 32 MINUTES HEREBY CERTIFY THAT ,THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE PUBLIC UTILITY AND DRAINAGE EASEMENT STORMWATER MANAGEMENT EASEMENT PROVISIONS REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPETION OF ALL 31I SE C01 rl;Ai IG THE WESTERLY LINE OF SAID TRACT, A DISTANCE OF 460.00 FEET TO THE CENTERLINE Of REQUIRED IMPROVEMENTS. DATED AT YORKVILLE ILLINOIS THIS DAY OF F CEI ORTH BO DEGREES 27 MINUTES 23 SECONDS WEST ALONG THE CENTERLINE OF FAXON ROAD, Oil 4,W. ET; THENCE SOUTH 09 DEGREES 32 MINUTES 37 SECONDS WEST, A DISTANCE OF 40.00 2003. l u1 1 A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ILLINOIS BELL TELEPHONE AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF IF�T �7 ENi�tIE a LONG (, CURVE HAVING A RADIUS OF 25.00 FEET, A DISTANCE OF 39,27 FEET (CHORD BEARING = COMPANY, NORTHERN ILLINOIS GAS COMPANY, COMMONWEALTH EDISON COMPANY, JONES INTERCABLE, OTHER YORKViLLE AND TO ITS SUCCESSORS AND ASSIGNS, OVER ALL OF THE AREAS MARKED SIQUI 11 31 r DIF,G 27,' INUTES 23 SECONDS EAST, CHORD LENGTH - 35.36 FEET) TO A POINT OF TANGENCY; PUBLIC UTILITIES, AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, ILLINOIS, "STORMWATER MANAGEMENT EASEMENT" ON THE PLAT FOR THE PERPETUAL RIGHT, CITY ENGINEER TI I NCE IOU Di DE I ES 32 MINUTES 37 SECONDS WEST, A DISTANCE OF 154.00 FEET TO A POINT OF CURVE; ; AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS WiTH THE AREAS SHOWN ON THE PLAT AS "PUBLIC PRIVILEGE, AND AUTHORITY TO SURVEY, CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, TI�iENCE I OG ICU ATO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, A DISTANCE OF 39.27 FEET: THENCE UTILITY & DRAINAGE EASEMENT" TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, MAINTAIN AND OPERATE STORM SEWERS AND THE STORMWATER MANAGEMENT AREA, 50UTI� DEG S 32 MINUTES 37 SECONDS WEST A DISTANCE OF 66.00 FEET; THENCE ALONG A CURVE HAVING A R 4 I,�I I;I(III 1 INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS, SANITARY SEWERS, IU 5 FEET DISTANCE OF 39.27 FEET (CHORD BEARING = SOUTH 35 DEGREES 27 MINUTES 23 WATER MAINS, ELECTRIC AND COMMUNICATION CABLES, CONNECTIONS, DITCHES, SWALES, i 4 1 ;' i; THE SURFACE OF THE PUBLIC UTILITY & DRAINAGE EASEMENT , INCLUDING WITHOUT LIMITATION TO SC'OINDS ,I II -I'�tORD LENGTH = 35.36 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 09 DEGREES 32 MINUTES I TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, CABLE TELEVLSION LINES, AND ALL NECESSARY FACILITIES AND OTHER STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY 317�SECD DS�V , A ANCE OF 250.00 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE RIGHT, f APPURTENANT THERETO, TOGETHER WiTH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND SAID CITY, OVER, UPON, ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, i�A1(tNG A R{�DI I OF 2k'00 FEET, A DISTANCE OF 39.27 FEET; THENCE SOUTH 09 DEGREES 32 MINUTES 37 ; EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TO TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN (0 IN WEST 6.00( I kET, THENCE ALONG A CURVE HAVING A RADIUS OF 25.00 FEET, A DISTANCE OF 39.27 FEET I INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS AND EQUIPMENT TO DO ANY OF THE ABOVE WORK. THE RIGHT IS ALSO GRANTED TO ( ORD I I E . S41 TH 35 DEGREES 27 MINUTES 23 SECONDS EAST, CHORD LENGTH = 35.36 FEET) TO A POINT I THEREON, CUT DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON THE ( T 4, ENC UTH 09 DEGREES 32 MINUTES 37 SECONDS WEST, A DISTANCE OF 250.00 FEET TO A EASEMENT THAT INTERFERE WITH THE OPERATION OF SEWERS OR OTHER UTILITIES. NO & � I Iuit 11 I�Y" p,01NT OF CUI ,j'I ;THEICE ALONG A CURVE TO THE RIGHT, HAVING A RADIUS OF 25.00 FEET, A DISTANCE OF 39.27 A NON-EXCLUSNE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE CITY OF YORKVILLE, PERMANENT BUILDINGS SHALL BE PLACED ON SAID EASEMENT, NO CHANGE TO THE FiEETI Ti ENCIE uTH l c DEGREES 32 MINUTES 37 SECONDS WEST, A DISTANCE OF 66.00 FEET; THENCE ALONG A ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND INSPECT FACILITIES FOR TOPOGRAPHY OR STORMWATER MANAGEMENT STRUCTURES WITHIN THE EASEMENT AREA UURVE VI G IU'OF 25.00 FEET, A DISTANCE OF 39.27 FEET (CHORD BEARING = SOUTH 35 DEGREES 27 THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, AND SANITARY SEWERS, WITHIN THE AREAS SHALL BE MADE WITHOUT EXPRESS WRITTEN CONSENT OF THE CITY ENGINEER, BUT CITY ADMINISTRATORS CERTIFICATE II III SAME MAY BE USED FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH �I RTES �3� DS f�4ST, CHORD LENGTH = 35.36 FEET) TO A POINT OF TANGENCY; THENCE SOUTH 09 DEGREES SHOWN ON THE PLAT AS ' PUBLIC UTILITY & DAINAGE EASEMENT `, TOGETHER WITH A RIGHT OF ACCESS 3�MIN 113 IECONDS WEST, 248.06 FEET TO A POINT OF CURVE; THENCE ALONG A CURVE TO THE RIGHT, THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. THE AFORESAID USES OR RIGHTS. I 1. I,III II I STATE OF ILLINOIS VINO A RAD OF 2 00 FEET, A DISTANCE OF 38.33 FEET; THENCE SOUTH 11 DEGREES 10 MINUTES 32 S.S. ° I THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF COUNTY OF KENDALL S�COt�D� WES E �DIST. E OF 66.14 FEET; THENCE ALONG A CURVE HAVING A RADIUS OF 25.00 FEET, A DISTANCE THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN QF 402 FI III f CHORI ('BEARING - SOUTH 36 DEGREES 32 MINUTES 10 SECONDS EAST, CHORD LENGTH = 36.02 DESCRIBED FOR THE USES HEREIN SET FOURTH AND THE RIGHT TO CUT, TRIM, OR REMOVE ANY TREES, THE STORMWATER MANAGEMENT AREA AND APPURTENANCES. THE CITY OF YORKVILLE I 1 II I WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY BY THE CITY APPROVED BY THE CITY ADMINISTRATOR OF THE UNITED CITY OF YORKVILLE, KENDALL Tq q PO OF GENCY; THENCE SOUTH 09 DEGREES 32 MINUTES 37 SECONDS WEST, 154.17 FEET TO THE SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS "PUBLIC UTILITY & DRAINAGE EASEMENT" ENGINEER OF THE UNITED CITY OF YORKVILLE. COUNTY, ILLINOIS, THIS DAY OF 2003 ,i1 n1 II I I POIN�' OF B GI G, I THE UNITED CiTY OF YORKVILLE, KENDALL COUNTY, ILLINOIS AND CONTAINING 32.4307 ACRES. WHiCH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, REPLACEMENT, I � MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS STRUCTURES, OR OBSTRUCTIONS SHALL BE CITY ADMINISTRATOR i CONSTRUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED AS "PUBLIC UTILITY & DRAINAGE EASEMENT', BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED it f PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. it THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE I' ABOVE NAMED ENTMES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO j INTERFERE WiTH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH I EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTiIIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH, DAMAGE, OR i DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO EXISTING e WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE N GRADE OR IMPAIR OR CHANGE THE SURFACE II I DRAINAGE PATTERNS. SUR V '(0 , '211 - I CE TIFICATE I FOLLOWING ANY WORK TO BE PERFORMED BY THE CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CiTY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, STATE 10 : F INCLUDING BUT NOT LIMITED TO THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB,'GInTERS;' COUNTY " S.S. TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID.CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE, !I I JI APR PROFESSIONAL ILLINOIS LAND r� PLAN COMMISSION CERTIFICATE I• r s�: . _._;, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL, AND TO a_ ...,.:. SURVEYO, , EBY i,CERTiFY THAT I HAVE SURVEYED AND SUBDIVIDED THE [ANDS , ,,. _ �r: >� x � _.4, � _---,_.,._ >:THE MAINTENANCE AREA 1N A GENERALLY CLEAN_AND WORKMANLIKE CONDITION , - ,. � z,,.-_._. , F.zRQ F. �. _ .., -.Y _._ : - _. LEAVE __ _ - _ �_ ,, ,. �L .. _ , .- t ,.. :.. .., .. � ,. a ,.. ':..�•,. { S R BED 1N E ROVE CAP Tip fi r 0 T D;DEC � . , , ... G '�. .. •. .,.... oN I I,/AYE ,II ,. -:.-. �...... , , s ... v .. ,. - ... .. :.... ,,-. ..:. -'.._.... ... ,�.. +.. ..t "'L. .,. _ ,, _- ,_.. _ , ___ �,�..�,.r .x� . ., ... , .. �_ � ... _� .'�... �,I � . . , ........_STATE OF 1WN01S ,. w. _ t,. 4, , .� .,,., .. _.-,. .. , .. ...... . . .. . . .. ._ .� .. > . 7', � ��_:> Sgt.. .,� ,. - _ $a -: - o- ] .. .:.,.: , - _......_ 1 ._._t ..h..,�'•, r+_ ..,. o .., :. >..k to...x �k r.='Sv F . RAT . ,..•,: ,, THE FOR GOING PROPERTY. AILS.:WITHIN E COR _ _ .� .. x .. . �.. ... ._ � .•s.. . ,. ,.... ..__. _�_ DO',:HER BY I T E .�,... ,.. e .... ., ,. d r ... . .<,. .. _... . . . r � ,..� � - . ..� III ��. I`- I QIP� OUNTYiss OF KENDALL:, IS t -1, C A PLAN AND :. ,..,�._,a, ,.:: .�.�. r t � �� x;;r.• � 1..,... . . -. :. ,�,. . 'u+Mrrs OF E (TED OF YORKVII.LE, WHICH HA5 ADOPTED VILLAGE li � ,- E�(ERCISING I Y'' E POWERS AUTHORIZED BY DMS1 N 12 OF ARTICLE 11 OF THE ILLINOIS U ICI COD't!; IN ACCORDANCE WITH S.B. 908-P. A 65-267, I FURTHER j APPROVED BY THE PLAN COMMISSION OF THE UNITED CITY OF YORKVILLE, KENDALL , M .N I'1,p,i I :;; . COUNTY, ILLINOIS, THIS DAY OF 2003. A D. CERTIFY INAT�I I �gRTIIIQE THE PROPERTY COVERED BY THIS SUBDMSION IS LOCATED j WITHINi SRECIAL r I DOD 1II D AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY 1 41gNAGEt� Y h ICY CHAIRMAN TED.Al.41 WNO THIS DAY OF 2003. �Il j ILUNII IS PROFESSIONAL LAND SURVEY No. 2580 �I SURFACE WATER STATEMENT i I STATE OF ILLINOIS S.S. I Ii ' r II COUNTY OF DUPAGE 0 N R'' i RTIFICATE 1, PEDRO J. CEVALLOS-CANDAU, A REGISTERED PROFESSIONAL ENGINEER OF ILLINOIS CITY CLERK CERTIFICATE �I II HEREBY STATE THAT TO THE BEST OF MY KNOWLEDGE AND BELIEF, THE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF SUCH SUBDIVISION COUNTY(OITE F F �(ryN S. OF ANY PART THEREOF, OR, THAT IF SUCH SURFACE WATER DRAINAGE WILL BE STATE OF ILLINOIS CHANGED, REASONABLE PROVISION HAS BEEN MADE FOR COLLECTION AND DIVERSION ! COUNTY OF KENDALL S.S. THS 15 T d THAT' OF SUCH SURFACE WATERS INTO PUBLIC AREAS OR DRAINS WHICH THE SUBDIVIDER li HAS A RIGHT TO USE AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN APPROVED BY THE CITY COUNCIL OF THE UNITED CRY OF YORKViLLE, KENDALL COUNTY, ( (+ ACCORDANCE WiTH GENERALLY ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE IWNOiS THIS DAY OF 2003 A.D. AM/ARE THE OWNER(S) THE LIKELIHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE OF THE LAND DEiS IBEDIIIiN THE ABOVE SURVEYOR'S CERTIFICATE, AND THAT I/WE HAVE CONSTRUCTION OF THE SUBDIVISION. CAUSED(T{jE Ea 0 BE��SURVEYED, SUBDIVIDED AND PLATTED AS SHOWN BY THE CITY CLERK MAYOR ANNEXED I 110{ THE;Ii�SES AND PURPOSES THEREIN SET FORTH AS ALLOWED AND DATED THIS DAY OF , 2003 A.D. PROVIDED YST I E, , E SUBDIVISION TO BE KNOWN AS: I I ILLINOIS REGISTERED PROFESSIONAL ENGINEER No. 062-0042207 I,KYLYN 5 RIDGE - UNIT i ANP 11/*E, ERE KN DGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE DA THI i I 1 DAY OF 2003 A.D. 1 { I NERf II OWNER i I III N!{fI RIiI`f[ C pyIIFi TE SCHOOL DISTRICT CERTIFICATE COUNTY CLERK CERTIFICATE COUNTY RECORDER CERTIFICATE ST`P7E OF 'L,N IS'I, ( I. COUNTY 0, 'S S STATE OF ILLINOIS STATE OF ILLINOIS S.S. STATE OF ILLINOIS S.S. pp S.S. COUNTY OF KENDALLCOUNTY OF KENDALL ' COUNTY OF KENDALL A NOTARY PUBLIC IN AND FOR SAID COUNTY THIS IS TO CERTIFY THAT I, --- COUNTY CLERK FOR THIS INSTRUMENT WAS FiLED FOR RECORD IN THE RECORDER'S OFFICE OF KENDALL IN THE ST TEry.c�Q ESAiD�'DO HEREBY CERTIFY THAT THIS IS TO CERTIFY THAT I, AM THE OWNER OF THE I 1 MI Y THE COUNTY AFORESAID, DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL COUNTY, ILLINOIS ON THE DAY OF 2003 AT PERSONALLY 14 NTO uE TO BE THE SAME PERSON WHOSE NAME IS SUBSCRIBED TO PROPERTY HEREIN DESCRIBED IN THE SURVEYOR'S CERTIFICATE, WHICH WILL BE KNOWN N , F I, Y F 4' TAXES, NO UNPAID CURRENT TAXES, NO UNPAID FORFEITURE TAXES AND NO REDEEMABLE O'CLOCK _M. AND WAS RECORDED IN BOOK OF PLATS ON PAGE THE' AFORES�I II STRUMENT AS SUCH OWNER, APPEARED BEFORE ME IN PERSON AND AS KYLYN'S RIDGE - UNIT 1, TO THE BEST OF MY KNOWLEDGE, IS LOCATED WITHIN TAX SALE'S AGAINST ANY OF THE REAL ESTATE DESCRIBED IN THE FOREGOING ACKNOWLEQp I T HE' SIGNED AND DELIVERED THE PLAT AS HIS OWN AND VOLUNTARY THE BOUNDARIES OF YORKVILLE SCHOOL DISTRICT NO. 115 1N KENDALL COUNTY, ILLINOIS. CERTIFICATES. AS DOCUMENT NUMBER ACT FOR Tt1E1 USI; ANDPURPOSES THEREIN SET FORTH. DA THIS DAY OF GiVEN UINER MY D D NOTARIAL SEAL THIS DAY OF , 2003 A.D. TED S 2003 A.D. DATED THIS DAY Of 2003. A.D. KENDALL COUNTY RECORDER OWNER: NOTARY PUBLIC i SII j FLEE. FILE AS0077-01 REv, DA E: 12/23/2002 DRAWING N0. SHEP NO. I i li I If ..i III Ll 1! AS0077-01 2 of 2 ' ' I a I ' .I