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Plan Council Packet 2007 02-22-07 ,ctD ear o United City of Yorkville 1` 800 Game Farm Road Est% 1836 Yorkville, Illinois 60560 CLERK Telephone: 630-553-4350 Fax: 630-553-7575 PLAN COUNCIL AGENDA Thursday February 22, 2007 9:30 a.m. CITY CONFERENCE ROOM 9:00 a.m. Staff Meeting 1. Minutes for Approval/Corrections 2. 9:30 AM PC 2007-04 His Grace Daycare Montessori Special Use 3. 10:00 AM PC 2005-32 York Wood Estates Preliminary PUD Plan 4. 10:30 AM PC 2007-03 DTD Investments (Hanson Property) Annexation/Zoning 5. 11:00 AM PC 2007-05 Townes at Windett Reserve Final Plat 6. 11:30 AM PC2006-95 Kleinwachter Final Plat Plan Council Feb.8,2007 Attendees: Joe Wywrot, City Engineer Eric Dhuse,Pub. Works Director John Crois,Interim City Administrator Anna Kurtzman,Zoning Coordinator Charles Wunder,Urban Planner Tim Fairfield,BKFD Guests: Boyd Ingemunson,Attorney Phillipe Moreau, Walter Deuchler Assoc. Ralph Pfister,YBSD The meeting was called to order by Joe Wywrot at 9:30am. The Jan. 25th minutes were approved as noted. YBSD—Annexation Ms.Kurtzman concurred with the petitioner that the property west of Blackberry Creek is to be annexed and the zoning should be consistent with that of the current YBSD plan. This will be A-1 zoning with special use for the treatment plan. Joe Wywrot stated that the legal description and the map would be sufficient for annexation,noting where the property is physically contiguous. Joe Wywrot stated,with this annexation,the bridge will become the City's property,and will need to be replaced at the City's expense. The right of way dedication is needed on River Road.The City should prepare the plat of dedication, so when the plant is expanded the right of line will already be determined. The City will hire a consultant to recommend the right of way, particularly at the bridge. The right of way will be symmetrical from the center line of the road. The A-1 zoning special use right of way is 100 feet from the established right of way. The petitioner is restricted on the river side of the property because of the flood plain. The petitioner will apply for a variance of the right of way when the site plan for the new plant is designed. Per Mr.Pfister,construction on the plant hopefully will begin in 18-24 months. Phillipe Moreau will send his typographical information to Joe Wywrot. The annexation request will move forward to the March 14 Plan Commission Minutes submitted by Annette Williams ypF YOR�I'oG United City of Yorkville o.,� County Seat of Kendall County JAN 2 6 2007 t i '-7 800 Game Farm Road EST.1-ZO > ° ' 1836 Yorkville, Illinois, 60560 „� Telephone: 630-553-4350 �FCEt © 0 Fax: 630-553-7575 "°° �? Website: www.yorkville.il.us <CE `'s>1 PC# g,-)0 '7- v9 APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: Date of Submission: ( Requesting: 0 Annexation 0 Zoning 0 Planned Unit Development Special Use: DC9 C'.&TXi''P /iP/üii t-:E'_..cc o r L..- 1. .1. Name of Petitioner(s): Ht 5Gro r;'p C11 r(5 a.n Cr)i.l 612 tie L4 ' ' 1 �Address: f(; OL') i A , L``.i:: ,�b�iijam,.. ld .� , or[ILk Phone Number(3O) /1 k1—L) 5.5 9� Fax Number:( 2 34J _1 i 1-6' 1 Relationship of Petitioner(s)to subject property: 0 Owner 0 Developer j Contract Purchaser 2. Name of holder of legal title, if different from#1: <3.e/o Qit"''111 Li'- U.C. If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: 3. a). (i). Street address and physical location of subject property: (ii). Zoning of surrounding parcels: North: al' 1 South: it \ East: AI West: Al — 1 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: ` Ste, Cr< .11+. (14—Ploy, 1 ik Ci.L Page 1 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 3. (con't): d). Kendall County Parcel Number(s)of property for which PUD is sought: e). Current Zoning Classification: �� 1 f). Zoning Classification Requested: S$C t a u AS g). Is this property within City limits? / Yes No, requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law: 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: 7. Does a flood plain exist on the subject property? !/11.)D V 8. Do Electors reside on the subject property? A) If so,they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number and fax number of person to whom in wings regarding this petition may be directed: � _ !r i(:i U i 4 L +1e-e - :Tikil7 K'.l' 0 SCf f i.e ±5-/ l-fir' c KL7 LIsl- r:L le) 5"; (( 3v)X72 '- 9 9 v � C� �"// - 677/- Attorney: Name: Address: Phone Number: Fax Number: Engineer: Name: Address: Phone Number: Fax Number: Land Planner: Name: Address: Phone Number: Fax Number: 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13"envelope Page 2 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 SPECIAL WARRANTY DEED KNOW ALL MEN BY THESE PRESENTS that Sentry Equipment Corp., a Wisconsin corporation, of the City of Oconomowoc, County of Waukesha, State of Wisconsin ("Grantor"), for and in consideration of Ten Dollars ($10.00) and other good and valuable consideration, receipt whereof is hereby acknowledged, hereby GRANTS and CONVEYS to 210 Beaver St., LLC, an Illinois limited liability company, ("Grantee"), 1900 S. Highland Ave., Ste. 100, Lombard, Illinois 60148, the following described premises situated in Kendall County,Illinois: Lot 5 in Block 1 of Fox Industrial Park,Unit 2,in the United City of Yorkville,Kendall County,IIlinois Address of Property: 210 Beaver Street,Yorkville,Illinois Permanent Index Number:05-04-152-004 TO HAVE AND TO HOLD the said premises, together with the improvements thereon and the rights, easements, privileges and af' urtcnarces thereunto belonging or appertaining, unto Grantee, its heirs and assigns forever, subject only to the encumbrances set forth on Exhibit A attached hereto. And Grantor,for itself and its successors,hereby warrants to Grantee,its heirs and assigns,only that: (1)Grantor has not done or suffered to be done anything whereby the said premises hereby granted are, or may be, in any manner, encumbered; and(2) Grantor will forever defend the said premises against all persons lawfully claiming by,through or under Grantor. IN WITNESS WHEREOF, Grantor has caused these presents to be signed by its duly authorized representative on its behalf, this day of September,2006. SSy ' ft3S SENTRY EQUIPMENT CORP., a Wisconsin corporation By: ,g/ka„t t Brian T.Baker,Chief Financial Officer State of Wisconsin )ss. County of t $k1) I, the undersigned, a notary public in and for said County and State aforesaid, DO HEREBY CERTIFY, that Brian T. Baker, personally known to me to be the Chief Financial Officer of Sentry Equipment Corp.,a Wisconsin corporation and personally known to me to be the same person whose name is subscribed to the foregoing instrument, appeared before me this day in person and acknowledged that as such Chief Financial Officer he signed and delivered the said instrument as Chief Financial Officer of said corporation, pursuant to authority given by the Board of Directors of said corporation, as his free and voluntary act, and as the free and voluntary act and deed of said corporation,for the uses and purposes therein set forth. Given under my hand and official seal,this I day of '- ,2004. Commission expires 4 ,200QL44,( //14-fl '{' NOTARY PUBLIC This instrument prepared by:Katherine R.Rist,Foley&Lardner LLP, 150 E.Gilman Street,Madison,Wisconsin 53703. After recording mail to:Dean J.Kleronomos,Lorenzini&Associates,Ltd.,2683 Route 34,Oswego,IL 60543. Send subsequent tax bills to: 1900 S.Highland Ave.,Ste. 100,Lombard,IL 60148,Atm: Joseph Spokas CH12_647977.1 In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous/to the/United City of Yorkville. Date: ?/ a5Iaoc'.7 Petitioner(s) Signature: (All legal property owners signatures must appear on this application.) /O 3`-, a.kc. s 5 r-. L L Subscribed and sworn to before me this - day of 1 , 200 7 . Notary Seal THIS APPLICATION MUST BE NOTARIZED. I171 "OFFICIAL SEAL" s KAREN K HAWKINS �. COMMISSION EXPIRES 01/25/09 I,11iaf Y`� ''®' "_'.J AAAA 4. Page 3 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects(regardless of a positive or negative EDC recommendation) proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate)City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original(retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. .41111131 .12 sr", Date: I�2.c70 �+fi►_ ;`� a ignature of Petitioner Page 5 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 „►= . A.L.T.A./A.C.S.M. SHEET 1 OF 1 � - LAND TITLE SURVEY r ` w 3 VICINITY MAP SITE LOCATIONI �_Am10.5.YLPNYUNITE I�(` DEER STREET V I �, Try 20 NO 0 20 •SAO.' SCALE:T•-20' LOT /LOT J INF IFf.FN2 _— I:H.�A o..n..`LI,..HM uETE.T ( .2 r§ BEAVER_ 1 .__..__STREET —. BfRE D DDD.73-46.)?�T • AN.. w ;, 1 SYMPOI I FGEND I �L ¢j . _ aJ S 89'58'05'E 8 p_DAM YAM WMs R ..., % 125.59'y r + �-\_ z,» ,`-1 � •-tn...uw MroYAw / I ▪ DM MAT. ®- ....t./ �� Q)-• IK CF MK.sm. -ANacTE BwF.Nz T\��,_ _ l',.I ` 1 / 1 _ k -• kit ijI / O i + '/ e SURVEYOR'S NOTES h Pe•�: �I : IJ 11.515 5 I As I. THE UNDERBRO NSD UTILITIES SHOW”HAVE BETING EN LOCATED FR. fl. ' *ran FIELO SURVEY SURVEYOR AYKEs m w WT TC*AND ETTE UNDERCROUIID UTILITIES LOT. f AjO[Raw SAW % I, i 6E LP s CosxISE ALL SUCH UT N 1 MCA..EITHERIN -": ' ,.I.'. / [,'T$ ERVITHAT CEOR ABANDONED.I THE SURVEYOR CMS x THE EXACT axT `y / / Q- ` IGTED ATIOWHUNDEROROUND IES MOAN HE DOESFSTATERTN.THEY ARE 18i ACCURATELY AS POSSIBLE FROM • / tn �LLAKE.LOCATION �THE SM.FVOR HAS NOT PHYSICALLDYRELAOuiiO TE P i / l / IMIDE UTILITIES. G / + COMPARE TSE DESCRIPTION ON THIS PLT WITH vow DEED. Gc Z � % / I 1 / . ABSTRABEFORECBUILDINORBYFSASE AND REPORT AMY DIFFERENCE POINTS n�O / I e (MEDIATELY. V `/ / 3 3. LINES A.SHOWN CTA.Y MERE'MET ARE I,/ RECORDED IONNEiT S. REFER YOUR PEO OR T FOR / / m01TIONAL REF S . / % ORIGINAL4. ESURVEY SIOI.ATUREEYST VALID WIT..ISPRESEED SEAL. SU OCTON•S T .`/ I / ;111. ...s H•SA. / 6. Tins ECDC T ENTtSSUEEI BY FIRS AERICANOWI TITLE AN E S,p�—� / / I / EFFF• ECTIIVEYDATEFIED AS OF VUN0 IID..E2006. ITE(NSM 9F 1 //////////He'////////,Ua•1 / 6. THE UNIT D. SNGS SHOW UBDIVISION ON OF FOOD SRTRIAL DATA / o-1✓'- 1 FOR ME FINALPLATOF I PARK 111 '°"' J 't' ;/, ` / A<1 T. DIAWNSIMS DATA.Al OTHER DICLOSED SIDN SAIF I INDICATE RECORD P DEED F N.• "J - EAEDRFo + 6. FLIP . FOUxO IRON PIPE IB AS DOM i NSIP . SET IRM PIPE IF Y SIMM O - r 9. BASED EW OF EMERGENCY mANAGEMENT MERCY WIHI.Y AEFFECTIVE INSURANCE DATE OF RATE M902'ELi NO_ P i . THAT MO PART OF THE DESCRIBED HEREON IFA w HIN AAF A SPECIAL PER IRO SH DEFINED BY F E•Y.A. mINc1 o TED ANO (% / + ,, LESS.PARCEL CONTAINS 43.560 s.F.OR I.Ooo AfAES,TORE P �'. \ l/ —.—.— (10.0.\3♦ J ON PE PARCEL OESCR I PT I ON ~ /�^ N 89.58'05"W r • ry s/.' 125.59' —+...I OT 6 IN BLD.I OS INp x THE . ..— UNITED C TIE VILLAGE OF TORK.ILLE.KENDAL COMM. •� BN PUBLIC MAt ILLINOIS. Pu 0 .TE-.5.6 SURVEYOR'S CERTIFICATE TO. FIRST ICAN TITLE INSURANCE COWAxv KEIT"AMPINSKI SENTRY EOYIPYExT COPORATION,A RISCO.IN CORPORATION 0 CERTIFY TY LAT AND THE SURVEY ON W HCH IT IS BASED WERE YADE IN ACCORDANCE WITH-MINIMUM STANDUP IE TAIL RE LAND TITLE SURVEYS.'0 DOPTED BY Am NAPE IN 2006.AND INCLUDES FTEYSDF.PURSUANT TN,6. PDF TABLE•A• H▪EREPS PUR STANDARDS AS ADOPTED SI.TI NY to AND IN EFFECT ON THEE THAT P THIS CERT PROCEDURE A HED CERTIFIACCOUSTEf THAT RPE050OPER IN LD IRE MDLOES. YERSONNEL.ERE[RIPEN IN P�EPIViEO._HC UNDERSIGNED ORDER TO I -MINIMUM MOLE.DIST.GE ANO CLOSURE FCOWAN..E THDq OUTLINED FOR SURVEY FED H" N'- CEMCON, Ltd. E Cwu".q£00000F M Sump.k PIOD.I2 S —CONTROL .AGSM LA. 2280•MR.00N E.S.SDK 00...n rn..r / ,w0.!".t 6OSD2 Bels • Application for Special Use Permit For 210 Beaver Street, Yorkville, IL For HisGrace Christian Childcare/Montessori Center Applicants: 210 Beaver Street, LLC & HisGrace Christian Child Development Learning Center, Inc Table of Contents Description Appendix Phase A Environmental Study A Current Layout of 210 Beaver Street B Proposed phase-1 Layout of 210 Beaver Street C-1 &C-2 Ingress and Egress to 210 Beaver Street D Parking Spaces at 210 Beaver Street E Proposed Children Play Ground at 210 Beaver Street F Location Guide G Fox Industrial Park H 210 Beaver—Proposed Location for HisGrace Christian Daycare/Montessori I Premier Plumbing J Accurate Enterprises, 208 Beaver K-1&K-2 1204A Deer Read L G.H. HawS, 210 Beaver M Empower Martial Arts N Beaver Road Facing West 0 Deer Road to 210 Beaver from Route 126 P Martins Plumbing, Deer Road Entrance Q Grace Community Church on Route 126 R Middle School on Route 126 S West Entrance to Beaver T South of 210 Beaver& Children play ground location U Current Location of Hisgrace, in Lombard V 1. Executive Summary HisGrace Christian Child Development Learning Center is a for-profit S corporation established in September 2003 doing business as HisGrace Christian Childcare/Montessori Center. Our current location at 1000-16 N.Rohlwing Road, Lombard, IL was opened in April of 2004. We anticipate opening another location at 210 Beaver Road in the developing City of Yorkville, IL. This area of Kendall County, Illinois has recently begun several residential development as well as revitalization of businesses on the South of the river in Yorkville. The Mission of HisGrace Christian Child Development Learning Center Inc. (HisGrace Center) is to promote a developmentally appropriate education for all children in an inclusive setting. We believe our responsibility is to enhance the development of all children and their families. We firmly believe that all children can learn and should be given the opportunity to benefit from a diverse educational experience. We believe that God is the Head of our facility and the staffs' work for Him. Every child is precious in HIS Eyes and we adopt this. We at HisGrace Christian Childcare Center accept all children of all ages, race, or gender, and see the little ones as the apple in GOD'S EYES. We believe in prayers to our Almighty God through His Son Jesus Christ, The Author and Finisher of our faith. The mission of HisGrace Center will directly impact the economic development of Yorkville in the following ways: • It will provide a full daycare facility to a developing residential community. • It will provide families with a comfortable community based Childcare/Montessori. • It will provide a structured learning,based on the Montessori philosophy and early childhood development. • It will provide the parents the choice between the Montessori curriculum and the pre- school curriculum for ages 3 —6 years. • The center will employ directors and teachers from the community. If our application for special use permit is granted, our plan is to open in May of 2007. The center will be open all year except on the major public holidays. The Pre-School and Montessori will begin in fall and will follow the public school calendar. However, all of our Pre-school and Montessori will still remain at the center except when the center is closed for the public holidays. Once we are at full capacity, we hope to employ up to 30 full and part time employees depending on the capacity approved by DCFS. Our hours of operation will be 6:30 a.m. to 6:30 p.m. Page: 1 2. Executive Biography HisGrace Christian Child Development Learning Center, Inc. is a corporation owned by Victoria Omoike and James Osagie. Victoria has over 20 years experience in the childcare industry. She has worked vigorously to provide the utmost quality care for all children and will continue to operate under the philosophy that all children need to be treated with warmth and respect. Victoria established her first Group Daycare Home in 1989 with a mission to assist parents with quality childcare and has continued to provide childcare service since then. Her Group Daycare Home was licensed for 12 children and finally reached a maximum capacity of 16 children. As a result she decided to open the daycare in Lombard in 2004. Victoria has taking many courses in early childhood education and child psychology. She continued to stay current with the latest child development philosophies by attending seminars and lectures in childcare. Victoria is passionate about the need to assist children in their early childhood development, and to provide a safe and nurturing environment for the children why their parents are at work or at home. James joined Victoria in establishing the Lombard location in 2004. He is an Engineer and basically responsible for provided the administrative and technical help to the center. He is also passionate about the need to assist children in their early childhood development,while providing a quality daycare center for the children. Page: 2 3. DESCRIPTION OF DAILY PROGRAM BY AGE GROUP DAILY ROUTINES: Routine activities, including arrival, departure, lunch, snack, dinner time, self-care, and maintenance of the facilities, are important for the health, comfort, and safety of children who are cared for in the Center's Program. Considering the amount of time children spend daily, on these activities, staff must plan ways to help the children accept, learn from and enjoy these parts of the day. CURRICULUM: Our curriculum for Infants to six years old is based on Tran-disciplinary"Play-based Assessment and Play based Intervention". We capitalize on what children like most and do best which is PLAY. We use READ PLAY AND LEARN Curriculum. Infants Child Care: HisGrace provides care for Infants ages 6 weeks— 15 months. There are 4— 12 Infants per classroom with a teacher and assistant teachers. Schedule for Infants: 6:30—8:30 a.m. Arrival to the center 7:30—8:15 a.m. Breakfast 8:45—9:00 a.m. Diaper change 9:00—9:15 a.m. Music 9:15—9:30 Play 9:30— 10:00 Snacks 10:00— 10:30 Story time 10:30— 11:00 Play 11:00— 11:30 Diaper change 11:30— 12:30 Lunch 12:30—3:00 Naptime 3:00—3:15 Diaper change 3:15—3:45 Snacks 3:45—4:15 Play 4:15—5:00 Diaper change 5:00—6:00 Departure 6:30 - 6:30 p.m. Closed Page: 3 Schedule for Toddlers YOUNG TODDLERS: HisGrace provides care for Young toddler ages 16 months to 24 months. There are 5— 15 toddlers per classroom with a teacher and two assistant teachers. Parents have the option of enrolling their child(ren)three or five full days. OLDER TODDLERS: HisGrace Christian Child Development Learning Center, Inc. provides care for Older Toddler ages 2 to 3 years old. There are 8— 16 toddlers per classroom with a teacher and an assistant teacher. Parents have the option of enrolling their child(ren)three or five full days. 6:30—8:30 a.m. Arrival to the center 7:30— 8:15 a.m. Breakfast 8:35 —9:00 a.m. Diaper change/Bible story reading 9:00—9:15 a.m. Music 9:15 —9:30 Play 9:30— 10:00 Snacks 10:00— 10:30 Story time 10:30— 11:00 Play 11:00— 11:30 Diaper change 11:30— 12:30 Lunch 12:30—3:00 Naptime 3:00—3:15 Diaper change 3:15 —3:45 Snacks 3:45—4:15 Play 4:15 —5:00 Diaper change 5:00—6:00 Departure 6:30 - 6:30 p.m. Closed Page: 4 Schedule for Preschool /Montessori The daily schedule for 3-6 year olds will vary a bit from class to class. Printed below is an example of a typical day in the Preschool Program: 6:30-7:30 A.M. Arrival and Free Play 7:30-8:15 Breakfast 8:30-9:00 Preschool Art/3's Large Motor Time 9:00-9:15 "Good morning"—(Music &Movement): Duration and participation will vary depending on child's age and developmental level. 10:15-10:30 Snacks 9:15-11:00 Discovery and Interest Areas, including Large Motor 11:00-11:15 Story time and sharing/3's begin outside time. 11:15-11:45 out door play 11:45-12:30 Lunch and P.M. Kindergarten leaves for school 12:30-2:45 Naptime/Rest time 2:45-3:00 Wake up time 3:00-3:30 Outdoors play 3:30-4:00 Story time/Music&Movement 4:00-4:30 Snacks 4:45-5:00 Discovery Areas/Art/Large Motor 5:00-6:00 Quiet time 6:30 - 6:30 p.m. Closed Page: 5 SCHOOL AGE SCHEDULE The center hours: Monday - Friday 6:30 a.m.—6:30 p.m. The following is a typical daily schedule for the Kindergarten Class. The Kindergarten teacher will fit her preference or may modify it. 6:30-8:00 A.M. Children arrive at the center. Children are free to choose from a selection of activities and materials such as books, puzzles and table toys. 7:30-8:15 Breakfast 8:20 a.m. Children transported to schools. 8:30-8:45 Children meet at the center of the carpet for large muscle activity or where group game is played, giving everyone the opportunity to wake up and get ready for the day. 8:45-9:15 Children gather for"good morning" and Group time. Attendance is taken and the teacher then presents a book, which is followed by discussion. The teacher may also bring out special objects, which relate to the lesson at this time. 9:15-11:45 Children are giving choices to choose reading, writing or doing math or science project they like. Bathroom/Snack— Outside time: Children have the opportunity to get some exercise and fresh air to further aide in the learning process. Children who have attended a.m. Kindergarten at other schools will arrive back to the center at this time. Outdoor Recreation period 11:30-11:45 Washroom break 11:45-12:30 Lunch is served; P.M. Kindergarten leaves for school. 12:30-2:30 Nap/Rest time 2:30-3:30 Wake up time, free play and p.m. Kindergarten are back from school. 3:30-4:30 Snacks 4:30-6:00 After School Child Care (described below) 6:30-6:30 p.m. Closed Page: 6 Before and After School Program We also provide before and after school Program for kindergarten to 6th grade. g g Transportation HisGrace Center provides transportation service for children needing to attend after school or going on a field trip or sporting activities when their parents cannot transport them. Page: 7 4. Proposed Plan for HisGrace Christian Center The attached Appendices provides detailed description of both the interior and the exterior plan of Hisgrace Christian childcare/Montessori at 210 Beaver Street, Yorkville, IL. Page: 8 HISGRACE CHRISTIAN CHILD DEVELOPMENT LEARNING CENTER,INC. 1000-16 N.Rohlwing Road Lombard,IL 60148 Phone: (630) 916-6559 FAX: (630) 916-6771 E-mail: info(a,hisgracechildcare.com January 26, 2007 Deputy Clerk United City of Yorkville 800 Game Farm Road Yorkville, I160560 To Whom It May Concern: We are applying for a special use permit for the location address of 210 Beaver Road, Yorkville, Il for a childcare/Montessori center that will be opened from 6:30 a.m. to 6:30 p.m. Monday— Friday. The childcare center will be licensed by the Department of Children and Family Services (DCFS) and will meet all the STANDARD AND REGULATION FOR DAYCARE CENTERS. Currently,the location is not occupied. The building was formally used as a machine shop producing lit tools. Phase one environmental study was done and no toxic was found in the building. The result of the study is hereby attached as appendix A. The current layout of the building is attached as appendix B and our proposed layout as a Daycare/Montessori Centers as appendix C Thanks. Sincerely � veli / Victoria Omoike Jam-4 sagie HISGRACE CHRISTIAN CHILD DEVELOPMENT LEARNING CENTER,INC. 1000-16 N. Rohlwing Road Lombard,IL 60148 Phone: (630) 916-6559 FAX: (630) 916-6771 E-mail: info chisgracechildcare.com January 26, 2007 Deputy Clerk United City of Yorkville 800 Game Farm Road Yorkville, I160560 To Whom It May Concern: RESPONSE TO YOUR QUESTIONS IN STANDARD FOR SPECIAL USE PERMIT 1. Our proposed use is that of a childcare/Montessori center where we hope to care for several children depending upon the capacity giving by DCFS. 2. We found that opening a childcare center will not be detrimental to or endanger the public health, safety, morals comfort or general welfare instead it will improve and meet the storage of childcare providers in the area. It is a very good asset to the neighborhood and is welcomed by everyone concerned. 3. The childcare will not be injurious to the use and enjoyment of other property in the immediate vicinity for the purpose already permit nor diminish and impair property values within the neighborhood. 4. The childcare will not impede the normal and orderly development or improvement of surrounding property for uses permitted in the district. 5. Adequate utilities, access roads and drainage are available to us. 6. Currently,there is a well design ingress or egress to minimize traffic congestion in the public streets,which will be used as our drop-off and pick-up areas. See Appendix$. 7. HisGrace Christian Child Development Learning Center, Inc. (HisGrace Center)will conform to all regulations of the City Council of the United City of Yorkville now and in the future. 8. Our hours of operation will be 6:30 a.m. to 6:30 p.m. Monday—Friday. Thank you for your consideration of this application. Sincerely, HisGrace. ift0ms•. '! ie�me Victoria •moike James Osagie 210 Beaver Road - Current Layout T Appendix B Section 5 Y , • Section 4 W • Section 3 I Yi Section 2 • closet C � IN •1 • n � Kitchen. 671' r ell) .1) • E4 ►W • • 1 N T - - �Entrance I Lightings 210 Beaver Road - Phase 1 Layout Appendix C-1 Section 5 , C Section 4 Section 3 7 C) Section 2 0 0 E Janitoria 3 ` 7 ''❑ Laundry Classroom Closet el 4 Office its' : n [ Office Kitchen 11- 1 ) ) E4 W Stud 0-- Roo Roo y — VII Classroom Classroom Stud °oFr Room 3 71"'` --.Entrance 210 Beaver Road - Phase 2 Layout Appendix C-2 N Classroom Classroom c 0 1E1 01 3 � � C Kitchen Classroom Classroom ID o ?Storage rir 0 C n Classroom Classroom °1 3 n d' Imagination Station 0 0 0 0 Janitoria, 3 Laundry Classroom Closet Storage u Office n [ Office ) 1) E� �W Study c _ Room 37 • II Classroom Classroom Stuo Roo 3 '1% **1%'Entrance N.:It'lz.,,sf\-,'‘ '.: '' - Entrance, k „_ ,,, ,,,,,, ,,,,„,...„...,,, ,• ( Drop-offP '...5' . 1 i -,... I i k III ��, ��. I Y f 1- n cry a �, o f 5 t s'�xr m t xr 4 210 Beaver Road - Showing Parking Appendix E 0 C) Classroom Classroom o 0 1171&CI CII 3 7 C Kitchen Classroom Classroom o I ?Storage 4th1171 i S C ID irT2 Classroom Classroom .7 wi o DO r-- __11=2, _1=D 3 CD 0 CD Imagination y Station w J o 0/ 4janitorl8, 3 � Laundry Classroom Closet Storage I. 0 I- 1 . _ Office 2 n [ Office ..� °_ p'1) ' Ei pl,W Stud C) _ Roo o • Classroom Classroom d N Stu ° ( II o oom_ 3 i. 7-1 RESERVED --� Handicap Parking ! OE PARKIN` I I Entrance 1 $250 nom Children 1 Appendix F Play Ground 0 siTN Classroom Classroom c D la1 oI _ 3 .7 C Kitchen Classroom Classroom (Storage 1401 a EI C Classroom Classroom y N .,_(-1.., _ -1L 3 o d Imagination is Station (1. 0 0 ❑ 1 � Janitoria 3 Laundry Classroom Closet Storage Iii ii I I 11 4 4 Office gl 7 n ID Office �� [7 L 4t) o �J 1 Study El w Room y Stud o w+ r II Classroom Classroom . N Room_ 3 ' Entrance 210 Beaver Road with Play Ground Location Guide 210 Beaver Road Proposed Site For HisGrace � Premier Plumbing AccurateRoad Enterprise �, Heating & Air-conditioning c� 210 Beaver Crank Shaft Co. CD Beaver �* 1204A Deer G.H HawS Martial o Custom Plastic Arts N• (For Lease) sio Molding7 CI) � Martin ii3 Rich Lucas Bristol/ Kendall Plumbing - Automotive County Fire Dept School House Road ( Illinois 126) Grace = Community — School Church C es S ri N AppendixG -1 . . Location Guide Appendix G -2 co ;,- ,..,-, - . .-. . ; --- 0*".,,7,-- . '„4...,:;,..-,,,,:.pote For HisGrace , Accurate Fnter,nfte Ornr^,r Shr?,ft. Co. Beaver Road -......... --I -,. ca. co ct• osed Si .-•- cp e• ,-* ...-. 11•••• UMW. .. . ..... MM. = 0 0 M - ...- ' . ,,,...,,,,, . , „... ...,. ,...... , ..... CD rrrrz t 0 1i : ' 1 1 r. 4,.„_,- . ,.. . ..GE.,,, 4. Cl) G.H '::.-i.7,..i,..,..'.71 . . . . . 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L „...,::.,-,.%„-::,,r.'..<,_,:.:,*;:-..;it' '',:i'..T--;:, 0 .a �. f i +max sv4 "'sem » .;€ ,:*:..,,,,. .„.7„,,,,,-,,,,,,- >� $ .3 as -71;41:'' ,''''.-!.rt',,.� a t 7 a - >a .`t , Kfr` '` coags t � ,, « yr ` f s. t WEST CORNER OF SAID SECTION 18; THENCE SOUTH ON THE SECTION LINE 4.81 CHAINS; THENCE SOUTH 82 DEGREES, 30 MINUTES, 00 SECONDS EAST 2.88 CHAINS;THENCE NORTH 88 DEGREES EAST 1.7 CHAINS;THENCE NORTH PARALLEL WITH THE WEST LINE OF SAID SECTIONS 18 AND 7 TO THE CENTER LINE OF STATE HIGHWAY#71; THENCE SOUTHWESTERLY ALONG SAID CENTER LINE TO THE WEST LINE OF SAID SECTION7; THENCE SOUTH ALONG SAID WEST LINE OF SECTION 7 TO THE POINT OF BEGINNING), IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. Aso co., United City of Yorkville Memo 800 Game Farm Road Esr.% 18361 Yorkville, Illinois 60560 I Telephone: 630-553-8545 � Q 11.1flew0 Fax: 630-553-3436 Date: January 30, 2007 To: Travis Miller, Charley Wunder From: Laura Haake CC: Rebecca Houseman,Rich Guerard,Dave Mogle Subject: Anderson Property (York Wood Estates) Preliminary Landscape Plan I have reviewed the preliminary landscape plan submitted by Gary R. Weber Associates for the Anderson Property (York Wood Estates)dated December 21, 2006, and have prepared the following comments: General Comments: 1) Title of project shall be consistent with other submissions. Change title of project to York Wood Estates. 2) Label zoning of surrounding property. 3) Label width of buffer yards. 4) Any existing fence line shall be shown on the plans. 5) A ten foot(10')wide asphalt trail shall be added along Route 71 and run the length of the property. 6) The tree survey shall be incorporated into the landscape plan as the survey directly affects the tree locations and planting plan. (Individual tree locations must be marked.) 7) A note shall be added that any future park site shall be evaluated by Staff once work has begun to determine the extent of necessary cleanup. The Parks Department will not accept any woodland that has not been improved to an acceptable condition; which includes trash pick-up, the removal of all fencing, clearing undesirable under story trees(including saplings), and removing dead or fallen trees from the site. The extent of this work will be agreed upon between the developer and City Staff prior to final plat. 8) Trail alignment shall be coordinated with the Brighton Oaks II development. A note shall be added that the trail location shall be determined upon final engineering so that the trees on both sides of the property line do not have to be removed due to the trail location. 9) Indicate location of silt fence to protect tree line and additional tree protection barrier on separate plan. If site drains toward a wetland or tree preservation area, a double silt fence barrier must be provided. Plant species: 10)Autumn Blaze Maple is not an acceptable species. Substitute with approved species from shade tree list. 11)One tree species shall total no more than 33%of the proposed landscape plan. 12)Storm water detention ponds shall be shown in 1' contour intervals. Different landscape treatments shall be indicated by different hatching patterns. Include seed mixes and plant species used for the detention areas. In addition, a maintenance and management plan shall be submitted for review. 13)Disturbed areas that are to be seeded shall be covered with excelsior blanket. Tree Preservation: 14)Tree preservation methods shall be included in the landscape plan. 15)Any trees that are removed due to the construction of the asphalt trail and the storm sewer line that passes through the"existing woodland to be preserved" shall be replaced as part of the required landscape quantities. 16)The landscape plan must include the calculations for tree removal and replacement, as determined by the tree survey. These additional trees cannot be added as part of the parkway trees, but must be included in future green space, park land, and as additional buffers. ,0 �i a United City of Yorkville Memo '" 800 Game Farm Road I 1836 Yorkville, Illinois 60560 �'`~ Telephone: 630-553-8545 S9 I - aI Fax: 630-553-3436 144 Knell Clanir ,Z Date: January 30, 2007 To: Travis Miller, Charley Wunder From: Laura Haake CC: Dave Mogle Subject: York Wood Estates Tree Survey I have reviewed the tree survey prepared by Jacob&Hefner Associates,P.C., dated April 6,2006, for Anderson Farm and have prepared the following comments: General Comments: 1) Title of project shall be consistent with other submissions. Change title to York Wood Estates. 2) As part of the tree survey information book,the following information shall be indicated for each tree(in additional columns): 1) area in which the tree is located (A-L), 2)whether or not the tree shall be removed or preserved, 3)the number of replacement or credited trees required as determined by removal or preservation. 3) The landscape plan must include the calculations for tree removal and replacement, as determined by the tree survey. These additional trees cannot be added as part of the parkway trees, but must be included in future green space, park land, and as additional buffers. 4) Trees that have been surveyed but are not located on the subject property shall not be included as part of this calculation. 5) Trees that are to be removed shall be clearly marked on both the tree survey plan and the landscape plan. 6) Include the proposed grading plan showing the surveyed tree locations to determine the location of silt fence and protection barriers for the preserved tree areas and individual trees. 7) The tree survey shall be incorporated into the landscape plan as the survey directly affects the tree locations and planting plan. 8) The developer shall attempt to preserve trees on individual lots as part of the tree preservation plan,not just those in the designated"woodland preservation areas." . , if 52 Wheeler Road• Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466.9380 www.eeiweb.com Engineering Enterprises, January 11, 2007 Inc. Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Yorkwood Estates, Preliminary Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr.Wywrot: We are in receipt of the following materials related to the Preliminary Plat review of the above referenced development: • Preliminary Engineering Plans prepared by Jacob & Hefner Associates, P.C. consisting of 7 sheets with original plan date of December 15, 2006. • Illustrative Plan, Preliminary Plat and Adjacent Owners Exhibit consisting of 5 sheets prepared by Land Vision, Inc. dated December 21, 2006 Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to the existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: PRELIMINARY PLAT 1. Where City utilities run along side or rear lot lines, a minimum total easement width of 20 feet should be provided. Additional width may required in cases where multiple utilities are to be installed or when utility depth deserves consideration. These cases should be addressed on a case-by-case basis. CONCLUSION We recommend approval of the preliminary plat conditioned on the understanding and compliance with the comment issued above. This letter supplements our review Consulting Engineers Specializing in Civil Engineering and Land Surveying letter dated January 11, 2007. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. top • William E. Dunn, P.E. Senior Project Manager p.c.: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Charley Wunder, Urban Planner Richard Guerard,Wyndham Deerpoint Bill Zalewski, Jacob& Hefner Associates, P.C. JWF, EEI G:\Public\Yorkville12004\Y00426 Anderson Property(Wyndham Deerpoint)\docs\lwywrotPrelimPlat04.doc 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, January 11, 2007 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Yorkwood Estates, Preliminary Plan Review United City of Yorkville, Kendall County, Illinois Dear Mr.Wywrot: We are in receipt of the following materials related to the Preliminary Plan review of the above referenced development: • Preliminary Engineering Plans prepared by Jacob & Hefner Associates, P.C. consisting of 7 sheets with original plan date of December 15, 2006. • Preliminary Stormwater Management Report prepared by Jacob & Hefner Associates, P.C. dated December 11, 2006. • Traffic Impact Study for Yorkwood Estates Residential Development prepared by KLOA, Inc. dated March, 2006. • Preliminary Soils Exploration for 234-acre Anderson Property/Yorkwood Estates prepared by Testing Service Corporation dated April 15, 2004. • Tree Survey for Anderson Farm conducted by Timberworks and compiled by Jacob & Hefner Associates, P.C. dated April 6, 2006. Consulting Engineers Specializing in Civil Engineering and Land Surveying Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to the existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: GENERAL 1. A Wetland Delineation Report should be submitted to the City and a review completed by the City's wetland consultant prior to Preliminary Plan approval. A Wetland Delineation Report for the Anderson Farm Site prepared by Ehorn Environmental dated December, 2003 has been submitted for review. Jurisdictional wetlands requiring Army Corps of Engineers permitting are found on this property. 2. A Traffic Study should be prepared by the development consultants in accordance with the City's Standard Specifications for Improvements and submitted to the City and to I.D.O.T. for review and comment. This study should make reference to the City's recently approved "Fox Road Southwest Area Transportation Study" and provide sufficient traffic data to assure the proper classification and design of internal roadways. This report should take into consideration proposed roadway stubs from adjoining properties and the potential traffic associated therewith. A traffic study prepared by KLOA, Inc. dated March 2006 has been submitted for review. 3. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. Application has been submitted 4. A Field Tile Study should be prepared and submitted for review. A field tile survey titled "Anderson Farm Existing Drain Tile Record Drawing"prepared by Huddleston-McBride Co dated August 30, 2004 has been submitted for review. 5. A Soils Report should be prepared and submitted for review. A Preliminary Soils Exploration —246-Acre Anderson Property/Yorkwood Estates prepared by Testing Service Corporation dated April 15, 2004 has been submitted for review. 6. A Plat of Survey should be provided, or the Preliminary Plat should be revised to comply with the Illinois Land Survey Standards for a Boundary Survey with a certificate signed by a Professional Land Surveyor. An unsigned ALT.A./A.C.S.M. Land Title Survey prepared by Jacob & Hefner Associates, P.C. was submitted for review. 7. Permits or Sign-offs will be required from the following agencies: G:\Public\Yorkville\2004\Y00426 Anderson Property(Wyndham Deerpoint)\docs\lwywrotPrelimPlan03.doc a. (IDNR) Consultation Agency Action Report regarding endangered -threatened species or natural areas. Correspondence from the IDNR dated January 27, 2004 indicating that"consultation is terminated"has been submitted. b. (IHPA) Division of Preservation Services regarding Historic and Archaeological Resources. A letter from the IHPA dated August, 2004 has identified three (3) archeological sites that are potentially significant. If these sites are to be disturbed, a Phase ll Archeological Investigation will be required. Additional correspondence dated September 28, 2006 states that based on additional information, no significant historic, archeological, or architectural resource are within the project area. c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (TEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (TEPA) Division of Public Water Supplies regarding water supply and distribution. f. (TEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. g. Illinois Department of Transportation regarding access points to Illinois Route 71. Please submit a copy of the approval letter from IDOT. h. A Phase 1 Environmental Site Assessment of the 220 Acre Anderson Property prepared by J & S Development and dated February 5, 2004 was submitted for review. We recommend that items a, b and g be received prior to Preliminary Plan approval. Items c, d, e and f will be required prior to the start of construction activities. PRELIMINARY STORMWATER MANAGEMENT REPORT 8. The City's Wetland Consultant should review the Wetland Delineation Report and assess the mitigation requirements. There are 2 ACOE wetlands and 2 isolated wetlands on site according to the Wetland Delineation Report dated December 23, 2003. 9. An existing conditions hydrology and hydraulics analysis should be provided that demonstrates the existing release rates and drainage areas. This should also address all off-site tributary area that will need to be safely bypassed through or around the site. 10.Since it is critical to maintain hydrology within the wetland areas of this site, the proposed conditions model should demonstrate that the release rates, drainage divides, and site release locations from the existing conditions analysis are G:\Public\Yorkville\2004\Y00426 Anderson Property(Wyndham Deerpoin t)\docs\iwywrotPre limPlan03.doc maintained separately for each basin. 11.Both the existing and proposed conditions models should be run for the 2-, 10-, 25-, and 100-yr events in order to choose the actual critical duration storm. 12.The two ACOE wetlands should be delineated on the proposed conditions plan sheets. 13. It appears that the majority of the site is tributary to the Middle Aux Sable Creek, which is a high quality sensitive creek, and should be modeled to demonstrate that the critical duration analysis for the detention ponds does not exceed the allowable release rate for the 100-year storm event, which is 0.10 cfs/acre. In addition, further analysis should be provided for the possibility of the wetland flowing north to the Fox River. 14.The proposed condition plans impact the northern portion of the wetland located in the western area of the site. The impacted portion is a swale which, according to the Wetland Report, receives minimal flows from the north during smaller storm events, but conveys water north to the Fox River during the bigger storm events. The site plans show up to approximately 15' of fill in this area which would block these existing flows. Any action that might impact a jurisdictional wetland, such as this one, requires a permit from the Corps of Engineers. 15. In the existing conditions, it appears that there is an area in the southeast portion of the site that overflows to the southeast, into the proposed Brighton Oaks II site. But the proposed conditions show the overflow being routed to the southwest detention pond. The existing drainage direction and release rates should be maintained for this area. 16.The plans should show any existing or proposed culverts under Route 71 and their corresponding data. 17.Supporting documentation should be provided; this includes an existing drainage exhibit, stage-discharge calculations for each basin, and stage-area- volume calculations for each basin. 18.The stormwater management narrative should explain how the stormwater facilities meet the requirements regarding existing conditions drainage, wetlands, and any tailwater effects at the restricted release locations. 19.The critical duration analysis of the 10-year storm event should demonstrate that it is contained within 2 feet of bounce for each basin. 20.If the off-site bypass is routed through a detention facility, that flow should be released through a secondary restrictor that is located above the HWL that is required to meet the detention and compensatory storage requirements. Then G:\Public\Yorkville\2004\Y00426 Anderson Property(Wyndham Deerpoint)\docs\lwywrotPrelimPlan03.doc there should be "with off-site" and "without off-site" models to demonstrate that the facilities meet requirements for both elements. 21.There should be emergency overland flow route calculations that demonstrate that the top of foundation and lowest opening of adjacent buildings are at least 1.5 feet above the water surface elevation created by the 100-year storm event, including off-site tributary areas. The cross-sections should be located on the plans. The small proposed side-yards would be restrictive to these flows; therefore, overland flow routes should not be located in the side-yards between homes. 22.The Engineer should revise the north eastern basin to maintain a 30' buffer between the Route 71 ROW and the HWL 23.An exhibit should be included which shows the locations of the trees that will remain onsite, as well as the trees that are to be removed. PRELIMINARY PLAN 24.At "tee" intersections, sidewalk connections should be provided on the "top of the tee" side of the street to facilitate cross walks. Sidewalk "tees" should be provided on both sides of the street. 25. Building setback lines and easement lines should be shown on all utility sheets. Additionally, the appropriate easements should be provided for utilities outside of the right-of-way. 26.Street names should be labeled on ail sheets in the Preliminary Plan as shown on the Illustrative Plan and Preliminary Plat. Additionally, a list of proposed street names should be submitted to the City, U.S. Postal Service and to KENCOM for approval. One name should be drawn from the City's list of historic names. SHEETS GD1 TO GD2—PRELIMINARY GRADING AND DRAINAGE PLAN 27.Wherever possible catch basins and inlets should be designed at intersections to avoid passing drainage through crosswalk areas. Particular attention should be given to those areas where the summit is distant and flows entering the intersection area are significant. 28.The maximum spacing for inlets should be 300 feet. It appears that additional drainage structures may be required on F Circle and E Street. G:\Public\Yorkville\2004\Y00426 Anderson Property(Wyndham Deerpoint)\docs\lwywrotPrelimPlan03.doc 29.A note should be provided with the typical cross section regarding sidewalks crossing driveways. Sidewalks should be 6 inches thick with a 5 inch aggregate base. The City of Yorkville requires B-6.12 curb in new subdivisions, unless otherwise stated. 30.The use of the carriage walk design in wooded areas is not standard design for the City and will need to be reviewed by City staff to determine whether its use is appropriate or not. 31.Low opening and walk out elevations should be shown on applicable lots 32. Some sections of Street "A" near the intersection of Street "C" have centerline profile grades of 10 per cent. These areas should be revised such that they do not exceed the 8 per cent maximum. SHEETS SW1 TO SW2—PRELIMINARY SANITARY AND WATERMAIN PLAN 33.Street lights should be included in the preliminary plan in accordance with the City Standards. Street lights should be provided at all intersections, at the center of sharp curves, at the back ends of cul-de-sacs and should have maximum spacing of 300 feet. Light standards should be placed near lot lines (extended) when being installed mid-block. (Repeat comment) 34. In general, water mains should be located on the north and west sides of streets while sanitary sewers should be on the south and east sides of streets. 35.The layout of fire hydrants should be revised throughout the development to be in accordance with City standards. Maximum hydrant spacing should be 300 feet along the roadway or two fire hydrants serving any point of any building within 300 feet, whichever is more stringent. Fire hydrants should be located at each intersection and when located in a mid-block area should be at lot lines (extended). Review of hydrant locations can be finalized during Final Engineering. (Repeat comment) 36.Valves should be provided in Accordance with City standards. A detailed review of valve locations will be completed at Final Engineering. Typically, no more than 12 dwelling units should be out of water service at any time. Two valves (on intersecting mains) should be provided at each intersection. Valves should also be provided at the ends of lines that will be extended at a later date. (Repeat comment) 37. Due to the topography of the site, using watermain quality pipe for areas where the sanitary sewer is less than 8 feet deep is acceptable. However, residences served from these sewers may require overhead plumbing. G:\Public\Yorkville\2004\Y00426 Anderson Property(Wyndham Deerpoint)docs\lwywrotPrelimP1an03.doc a • TRAFFIC IMPACT STUDY REVIEW 38.We generally concur with the methodology and analysis presented in the study. Sight distances at ail of the proposed access drives should be verified. The report should be revised to reflect the change to one Route 71 access point rather than two. CONCLUSION Our review of this Preliminary Plan will continue as the above comments are addressed by the developer and the design engineer and additional information is submitted as requested. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. -17 PALAA, li William E. Dunn, P.E. Senior Project Manager p.c.: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Charley Wunder, Urban Planner Richard Guerard, Wyndham Deerpoint Bill Zalewski, Jacob & Hefner Associates, P.C. JWF, EEI G:\Public\Yorkville\2004\YO0426 Anderson Property(Wyndham Deerpoint)\docs\IwywrotPrelimPlan03.doc so c')")- United City of Yorkville 800 Game Farm Road '1f Yorkville, Illinois 60560 t `- sp, Telephone: 630-553-4350 V4tf: ,� Fax: 630-553-7575 PC# APPLICATION &PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE REQUEST Development Name: Date of Submission: Requesting: Annexation if Zoning [] Planned Unit Development [] Special Use: 1. Name of Petitioner(s): DTD Investments, LLC Address: 2250 Weber Road, Crest Hill, IL 60435 Phone Number: 815-744-8789 Fax Number: 815-74490906 Email Address: Dean@DTD I N VESTMENTS.corn Relationship of Petitioner(s)to subject property: []Owner SCJ Developer [(Contract Purchaser 2. Name of holder of legal title, if different from#1: Jerald L. Hansen Revocable Trust & Carol Hansen If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: N/A 3. a). (i). Street address and physical location of subject property: 6684 Route 47, Kendall Township, Yorkville, IL 60560 (ii). Zoning of surrounding parcels: North: M-1 Manufacturing District South: Kendall County Highway Dept. East: M-1 Manufacturing District West: B-3 Business Service District b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 4.2214 d). Kendall CountyParcel Number(s)of property: & 05-05-400-015 e). Current Zoning Classification: A-1 Agricultural f). Zoning Classification Requested: B-3 Service Business District g). Is this property within City limits? Yes X No, requesting annexation Page 1 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 11/28/06 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law: US Past Office 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? No If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: Daniel J. Kramer, 1107A S. Bridge St., Yorkville, IL 60560 Attorney: Name: Daniel J. Kramer Address: 1107A S. BridgesSt., Yorkville, IL 60560 Phone Number: (630) 553-9500 Fax Number: (630)553-5764 Email Address: Dkramer@dankramerlaw.com Engineer: Name: Todd Roberts, P.E. - Merit Corp.. P.C. Address: 126 S. Main St., Oswego, IL 60543 Phone Number: (630)554-6655 Fax Number: (630)554-7788 Email Address: troberts@merit-corp.com Land Planner: Name: Mike Schoppe Address: 126 S. Main St., Oswego, IL 60543 Phone Number: (630)551-3355 Fax Number: (630)551-3639 Email Address: mike@schoppedesign.net Page 2 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 11/28/06 YOqvr�'� A l 02006 UNITED CITY OF YORKVILLE 800 Game Farm Road RECENT© Yorkville,IL 60560 630/553-4350 PC# APPLICATION & PETITION Please Check One: X Preliminary Plan Final Plat Development Name: Yorkwood Estates Date of Submission: _01/09/06 1. Name of Petitioner(s): JS&WD Development LLC Address 605 Lindsay Circle,North Aurora, IL 60542 Phone Number: 630-698-4700 Fax Number: 630-966-1006 2. a). Street address and physical location of subject property: Rt. 71 is north border and is adjacent to Timber Creek Subdivision, Kendall County, IL b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 178.3 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: Rich Guerard Address: 605 Lindsay Circle, North Aurora, IL 60542 Phone Number: 630-698-4700 Fax Number: 630-966-1006 Engineer: Name: Bill Zalewski, Jacob&Hefner Associates Address: 739 Roosevelt Rd., Glen Ellyn, IL 60137 Phone Number: 630-942-9000 Fax Number: 630-942-1774 Land Planner: Name: Dave Waden, Land Vision, Inc. Address: 116 W. Main St., Ste#208, St. Charles, IL 60174 Phone Number: 630-584-0591 Fax Number: 630-584-0592 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1,Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. • In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of , 200 Notary Seal THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees- 1.25% of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10= $2,00 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100=$10,000 over 100 acres= $20,000 c. Deposit for Outside Consultants -under 2 acres =$1,000 2 to 10 acres= $2,500 over 10 acres =$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicate& Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. • Please sign and return (retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. Date Signature of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 _, �O co.o United City of Yorkville Memo r '" 800 Game Farm Road 1836 Yorkville, Illinois 60560 '�� Telephone: 630-553-8545 t� _ al , p Fax: 630-553-3436 To: Travis Miller From: Charles Wund Date: 2/14/2007 Subject: His Grace Daycare Montessori Special Use The DCFS licensing standards require daycare centers to have an outdoor play area. The submitted site plan does not identify or delineate a play area. The DCFS regulations require outdoor play area to be fenced or otherwise be protected from traffic. A building permit for the fenc3e will be required. The DCFS regulations also require a shaded area to be provided in the summer within the outdoor play area. If this is going to be a permanent structural shade device, a building permit will be required. • et) Cir o United City of Yorkville Memo 800 Game Farm Road EST witm,11836 Yorkville, Illinois 60560 Telephone: 630-553-4350 P 71-11M Fax: 630-553-7575 '11LLEXV'I Date: February 13, 2007 To: Charley Wunder, AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Travis Miller; Joe Wywrot, PE; Bart Olson; John Philipchuck Subject: Review of Concept Plan for Special Use Permit for the Proposed HisGrace Child Development Learning Center Located at 210 Beaver Street Zoning staff has reviewed the document above for compliance with the zoning code. Staff found that the subject property is currently zoned M-1 (Limited Manufacturing District). Any use permitted by a Special Use permit in the B-3 district may be permitted by a Special Use permit in the M-1 district (10-8A-3). As a daycare center is a Special Use in the B-3 district, it may be permitted by a Special Use permit in the M-1 district(10-7D-2). The parking requirement for daycare centers is one space per employee plus an adequate number of spaces, as determined by the Zoning Administrator, to serve the public. The Land Title Survey shows 30 parking spaces, and the application states that the center will employ up to 30 people. Therefore, the plan must show additional parking spaces for guest parking as well as provide operational information concerning where and how the pick-up/drop-off of children will occur. At least one accessible parking space is also required. The applicant must note that the proposed redevelopment and special use of the property makes it subject to the City's Landscape Ordinance (2006-136), and the applicant must submit a landscape plan for review and approval by the Community Development Department. Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Commercial Plan Review\HisGrace Learning Center\Concept Plan Review SU 2.2.07.doc CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads, streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions, and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation CHECK LIST FOR FINAL PLANS, CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks, off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems, including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 LEGAL DESCRIPTION: THAT PART OF THE WEST 1/2 OF SECTION 7 AND PART OF THE NORTH 1/2 OF SECTION 18,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTH WEST CORNER OF SAID SECTION 7; THENCE NORTH 10.12 CHAINS TO THE CENTER OF A ROAD; THENCE NORTH 70 DEGREES, 30 MINUTES, 0 SECONDS EAST ALONG THE CENTER OF SAID ROAD 1.14 CHAINS; THENCE NORTH 1 DEGREES, 15 MINUTES, 0 SECONDS WEST 43.23 CHAINS; THENCE SOUTH 54 DEGREES, 30 MINUTES, 0 SECONDS EAST 15.21 CHAINS; THENCE SOUTH 4 DEGREES EAST 9.93 CHAINS; THENCE SOUTH 64 DEGREES, 30 MINUTES, 0 SECONDS EAST 31.50 CHAINS; THENCE SOUTH 59 DEGREES, 30 MINUTES, 0 SECONDS EAST 2 CHAINS;THENCE SOUTH 3 DEGREES, 50 MINUTES, 0 SECONDS WEST 9.15 CHAINS; THENCE SOUTH 10 DEGREES WEST 8.14 CHAINS; THENCE SOUTH 1 DEGREES, 15 MINUTES, 0 SECONDS EAST 13.21 CHAINS; THENCE SOUTH 48 DEGREES EAST 2.27 CHAINS; THENCE SOUTH 37 DEGREES, 30 MINUTES, 0 SECONDS WEST 6.33 CHAINS; THENCE SOUTH 59 DEGREES, 30 MINUTES, 0 SECONDS EAST 10.85 CHAINS; THENCE SOUTH 8.08 CHAINS; THENCE NORTH 59 DEGREES, 30 MINUTES, 0 SECONDS WEST 7.10 CHAINS; THENCE SOUTH 26 DEGREES, 30 MINUTES, 0 SECONDS WEST 14.40 CHAINS TO THE SOUTH LINE OF THE NORTH 1/2 OF SAID SECTION 18; THENCE SOUTH 89 DEGREES WEST ALONG SAID SOUTH LINE 17.13 CHAINS; THENCE NORTH 35 DEGREES WEST 8.43 CHAINS; THENCE NORTH 18 DEGREES EAST 18 CHAINS; THENCE NORTH 24 DEGREES, 30 MINUTES, 0 SECONDS EAST 6.15 CHAINS; THENCE WEST 10.85 CHAINS; THENCE NORTH 4 DEGREES, 30 MINUTES, 0 SECONDS EAST 5.90 CHAINS; THENCE SOUTH 88 DEGREES WEST 10.48 CHAINS; THENCE NORTH 82 DEGREES, 30 MINUTES, 0 SECONDS WEST 2.88 CHAINS TO THE WEST LINE • OF SAID SECTION 18; THENCE NORTH ALONG SAID WEST LINE 4.81 CHAINS TO THE POINT OF BEGINNING; (EXCEPT THAT PART DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH WEST CORNER OF SAID SECTION 7; THENCE NORTH ALONG THE WEST LINE OF SAID QUARTER SECTION, 667.92 FEET TO THE CENTER LINE OF STATE ROUTE NO. 71; THENCE NORTH 70 DEGREES, 30 MINUTES, 0 SECONDS EAST ALONG THE FORMER CENTER LINE OF SAID ROUTE, 75.24 FEET; THENCE NORTH 1 DEGREES, 15 MINUTES, 0 SECONDS WEST 59.09 FEET TO A NORTH RIGHT OF WAY LINE OF SAID ROUTE WHICH IS 55 FEET FROM SAID CENTER LINE,MEASURED AT RIGHT ANGLES THERETO, FOR A POINT OF BEGINNING; THENCE NORTH 1 DEGREES, 15 MINUTES, 0 SECONDS WEST 175.24 FEET; THENCE NORHT 67 DEGREES, 48 MINUTES, 07 SECONDS EAST 310.71 FEET; THENCE SOUTH 1 DEGREES, 15 MINUTES, 0 SECONDS EAST 175.24 FEET TO A POINT IN SAID NORTH RIGHT OF WAY LINE; THENCE SOUTHWESTERLY ALONG SAID NORTH RIGHT OF WAY ON A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 310.71 FEET(CHORD BEARING IS SOUTH 67 DEGREES, 48 MINUTES, 7 SECONDS WEST) TO THE POINT OF BEGINNING AND ALSO EXCEPT THAT PART DESCRIBED AS FOLLOWS; BEGINNING AT THE NORTH 01/02/2007 10:10 FAX 630 553 5764 DANIEL J. KRAMER Ij007/009 In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: /-/.2-07 Petitioner(s)Sign (All legal property owners signatures must appear on this application.) 71 .,11L-4 Subscribed and sworn to before me this ! Z'day of l ,-)r..t2 r ,200 7 . ,______ ____44//4_____ a ilmszlitaution THIS APPLICATION MUST BE NOTARIZED. KIWI • Page 3 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised:2/25/04 ANNEXATION, PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees*and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc., to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning-$250 plus $10 per acre for each acre over 5 acres b. Rezoning only-$200 plus$10 per acre for each acre over 5 acres c. Special Use-$250 plus$10 per acre for each acre over 5 acres d. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. e. Planned Unit Development fee-$500 f. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10=$2,500 over 10 acres, but not over 40=$5,000 over 40 acres, but not over 100=$10,000 over 100 acres=$20,000 g. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Plan Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, Community Development Director, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in residential developments. The Park Board Planning Meeting is the fourth Thursday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. Page 4 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 11/28/06 01/02/2007 10:10 FAX 630 553 5764 DANIEL J. KRAMER Vi009/009 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m.in the City Hall Conference Room. All projects(regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate)City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m.in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements,fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original(retaining a copy for your records)to the Deputy r Jerk,United City of Yorkville,800 Game Farm Road,Yorkville, Illinois 60560. Date: /- /2-01 _jiff ignature of Petitioner Page 5 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 ' I EXHIBIT 'A' THAT PART OF THE SOUTHWEST QUARTER OF SECTION 4 AND PART OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 5;THENCE SOUTH 89 DEGREES,40 MINUTES,05 SECONDS WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER 655.52 FEET TO THE TANGENT CENTER LINE OF ILLINOIS STATE ROUTE NO.47 EXTENDED FROM THE SOUTH;THENCE SOUTH 1 DEGREE,44 MINUTES,07 SECONDS EAST ALONG SAID TANGENT CENTER LINE AND SAID TANGENT CENTER LINE EXTENDED,3511.16 FEET;THENCE NORTH 89 DEGREES,29 MINUTES,40 SECONDS EAST 548.60 FEET FOR THE POINT OF BEGINNING;THENCE SOUTH 89 DEGREES,29 MINUTES,40 SECONDS WEST ALONG THE LAST DESCRIBED COURSE 548.60 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO.47 AFORESAID; THENCE SOUTH 1 DEGREE,44 MINUTES,07 SECONDS EAST ALONG SAID CENTER LINE 489.07 FEET;THENCE SOUTH 86 DEGREES,11 MINUTES,02 SECONDS EAST 575.53 FEET TO A LINE DRAWN SOUTH 4 DEGREES,21 MINUTES,07 SECONDS EAST FROM THE POINT OF BEGINNING;THENCE NORTH 4 DEGREES,21 MINUTES,07 SECONDS WEST ALONG SAID LINE 533.53 FEET TO THE POINT OF BEGINNING (EXCEPT THE SOUTHERLY 140 FEET,AS MEASURED ALONG THE EAST LINE THEREOF AND ALSO EXCEPT THAT PART CONVEYED TO THE PEOPLE OF THE STATE OF ILLINOIS, DEPARTMENT OF TRANSPORTATION BY WARRANTY DEED RECORDED MAY 8,1990 AS DOCUMENT 90-2884) IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. PIN 05-04-300-023 &05-04-400-015 a`'`4.o co.)- United City of Yorkville t!, 800 Game Farm Road E `'` "''-1" Yorkville, Illinois 60560 V,6:-,-,72,y a Telephone: 630-553-4350 .t>3 X4..0. Fax: 630-553-7575 PC# APPLICATION & PETITION Please Check One: Preliminary Plan x Final Plat Development Name: The Towns at Windett Date of Submission: 1-26-07 Reserve 1. Name of Petitioner(s): Wiseman-Hughes Enterprises, Inc. Address: 975 E. 22nd Street, Wheaton, IL 60187 Phone Number: 630-653-0500 Fax Number: 630-653-0194 Email Address: chansen@wisemanhuRhes.com 2. a). Street address and physical location of subject property: East of Route 47, adjacent to and south of the Windett Ridge Subdivision b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 91.80 3. Contact Information: Name, address,phone number,fax number,and email address of person to whom inquiries regarding this petition may be directed: Vincent M. Rosanova Attorney: Name: Vincent M. Rosanova Address: 123 Water Street, Naperville, IL 60540 Phone Number: 630-355-5800 Fax Number: 630-355-5976 Email Address: VMR@DBCW.COM Page I of 8 United City of Yorkville Preliminary/Final Mat Application Revised: 1/27/06 1 r Continued-3. Contact Information Engineer: Name: Dave Schultz - Smith Engineering Address: 759 John Street, Yorkville, Illinois 60560 Phone Number: 630-553-1700 Fax Number: 630-553-7646 Email Address: DSCHULTZ@smithengineering.com Land Planner: Name: Mike Schoppe - Schoppe Design Associates Address: 126 S. Main Street, Oswego, IL 60543 Phone Number: 630-351-3355 Fax Number: 630-551-3639 Email Address: MIKE@schoppedesign.net 3. 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to Page 3 of this application"Petitioner Route, Step 1,Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the reviewprocess,the initial submittal must consist of: 1. 12 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 7 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 7 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"enveloped. d. One CD containing one electronic copy(pdf)of each of the signed application (complete with exhibits),preliminary plan or final plat, landscape plans,engineering plans. Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. Page 2 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 In witness whereof the following petitioner(s)have submitted this application under oath and verify that o the best of their knowledge its contents are true and correct. Date: 1L:. 2-4 0 01 Petitioner(s)Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) tia4.4.t) . �!- is-� day d A ,200 OFFICIAL SEAL Dyani R.Dalai Notary Public,StateOfMob ' % .� elYiltApi - My Commission apices 3/24/2010 < Notary Seal I THIS APPLICATION MUST BE NOTARIZED. • Page 3 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees*and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County,Illinois Department of Transportation, Illinois Department of Natural Resources,U.S.Army Corps of Engineers,etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee-$500/Final Plat Fee-$500 a. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10=$2,00 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100=$10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription,of public hearing and outside consultant costs(i.e.legal review,land planner, zoning coordinator,environmental,etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m.in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator,Community Development Director,Sanitary District Director,City Engineer,Building Department Official,Emergency Medical Rep,Public Works Director,Executive Director of Parks and Recreation,Fire Department Rep,and Police Chief. Step 3: For Preliminary Plans only;Park Board Planning Meeting: The Park Board-makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Page 4 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 1 Step 5: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m.in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 6: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition,a Public Hearing will be held at this time with notice given by publication. Any annexation agreement,PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements,including but not limited to all public improvements to be dedicated to the City,mass earth grading,and quasi-public i' improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas,and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds,and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements,fees as outlined as well as any incurred Administrative !_ and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to the Deputy Clerk,United City of Yorkville,800 Game Farm Road,Yorkville,Illinois 60560. I l2i �o1 o,r.... 61, Alvto,44t Date gnature of Petitioner Page 5 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 it CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS • 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than I inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 6 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27106 MEIN • CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 7 of 8 Unitcd City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 CHECK LIST FOR FINAL PLANS,CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Pages of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 ffiIBIT A PARCEL 1 THAT PART OF THE SOUTH HALF OF SECTION 9,TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN MORE PARTICULARLY DESCRIBED AS FOLLOWS: COMMENCING AT A STONE AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE NORTH 00°02'43"EAST ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 9,216.62 FEET, FOR THE POINT OF BEGINNING;THENCE SOUTH 88°15'14" WEST 2707.36 FEET TO THE ORIGINAL CENTERLINE OF ILLINOIS STATE ROUTE 47; THENCE NORTH 17°24'09" WEST ALONG SAID ORIGINAL CENTERLINE, 1367.37 FEET; THENCE NORTH 88°15'14" EAST 3115.46 FEET TO A POINT ON THE EAST LINE OF SAID SECTION 9 THAT IS NORTH 00°02'43"EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 00°02'43"WEST ALONG SAID EAST LINE, 1317.22 FEET TO THE POINT OF BEGINNING,EXCEPT THE RAILROAD RIGHT OF WAY AND EXCEPT THAT PART FALLING IN THE RIGHT OF WAY OF ILLINOIS STATE ROUTE 47, IN THE TOWNSHIP OF KENDALL,KENDALL COUNTY, ILLINOIS. PARCEL 2 THAT PART OF THE SOUTH HALF OF SECTION 9,TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN MORE PARTICULARLY DESCRIBED AS FOLLOWS: BEGINNING AT A STONE AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE NORTH 00°02'43"EAST(BEARINGS ASSUMED FOR DESCRIPTION PURPOSES)ALONG THE EAST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 9, 216.62 FEET;THENCE SOUTH 88°20'26" WEST ALONG THE SOUTH LINE OF THE ABOVE DESCRIBED PARCEL 1, 1320.95 FEET; THENCE SOUTH 00°06'21" EAST, 193.37 FEET TO THE SOUTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 9; THENCE NORTH 89°20'55" EAST ALONG SAID SOUTH LINE, 1319.96 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF KENDALL,KENDALL COUNTY, ILLINOIS. s LOCATION MAP SHEET INDEXa. , THE TOW1\TES AT \ ' ;,' f � C Cover Sheet a n � �� 1 Overall Landscape Plan w wiNDETT RESERvE �'-- i',1' - E 7 ' 2 Monument Layout and Landscape Plan a LL; '- \ �r 3 Buffer and Prototype Townhome Landscape Plans y 4 i SITE • • "� •Y � , 4 Monument Details -Yorkville, Illnois M r fz ' £' 1 5 Details and Specifications 0 L. v _ 30 6 Details and Specifications f7 s --, �� $3 -,.Y k, , '� 7 Details and Specifications r t _ -,,,'„,:a. FINAL LANDSCAPE PLAN GENERAL NOTES 1.Site Plan information obtained horn Smith Engineering dated 01-22-2007. 2.Verify Site conditions and information of drawings. Promptly report any concealed conditions,mistakes, discrepancies,or deviations from the information shown in the Contract Documents.The Owner is not responsiole for unauthorized changes or extra work required to coned unreported discrepancies. 3.Secure and pay for permits,fees and inspections necessary for the proper execution of this work Comply with codes applicable to this work. 4.Plants and other materials are quantified and summarized for the convenience of the Owner and jurisdictional agencies.Confirm and install sufficient quantities to complete the work as drawn. No additional payments wilt be made for materials required to complete the work as drawn. 5.Refer to specifications for additional conditions,standards,and notes. 6.Plant species as shown are subject to availability.All substitutions must be of similar size and habit of the material that is being replaced.All substitutions must also be consistent with the City of Yorkviille's Landscape Ordinance and are subject to review and approval by the City of Yorkville prior to installation. 7.Final location of trees,within the right of way,may vary depending on final field conditions. PREPARED FOR 8.Parkway Trees: No tree shall be planted closer than 30'of the right of way intersection.Trees shall have a -,� S E M q • the minimum spacing the Publ Works Director,from hrequ�fmi arriin ervrvalssd.hydrants and any other such items that may,in • 1/ 9. Landscape contractor shall verify locations of all underground utilities prior to digging.Contact J.U.LI.E.(Joint Utility Locating for Excavators)1-800-892-0123 '•-,_ - �� 10.Contractor shall obtain one(1)complete soil evaluation performed by a certified soil testing laboratory,including ,N F` r recommendations for specific sod amendments.Samples are to be taken prior to installation of plant materials and any addition of soil amendments. /Y v G H 5 975 East 22 Street Wheaton, Illinois (630)653-0500 1 CML ENGINEER/SURVEYOR: i Smith Engineering Consultants I759 John St. Yorkville,IL 60560 630-553-1700 al PREPARED BY: • J•\-.I.E. TO< REV.° 01ATE zs2007 ALL ISSUED OR CITY SUBMITTAL • j SCHOPPE DESIGN ASSOCIATES, INC. �� 2 - J e-k U 177 4 Landscape Architecture and Land Planning 5 6 1 1 126 S.MAIN STREET PH.(630)551-3355 '600-892.0\ 7 - • • II =1 OSWEGO,IL 60543 FAX(630)551-3639 8 . 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PLANT KEY: 3 GDI-2.5" 6 a 9 QRU-2.5" 3 GDI-2.T 5 QMA-2.5" 1 ROAD A'LANDSCAPE 20 Gll-2.5" il BUFFER-SEE SHEET 20 TAM-2.5" 6 GDI-2.5" 1 3 DTL.2 A-1 ICENDALL COUNTY ZONING g PLANT KEY: Revisions O.014E4007 ISSUED FOR GENERAL NOTES: CtTY SUBIIIFTTAL 1. t_. .. Bluegrass Seed Wetedesic Prairie Planting &. I til a 1. All ePenetuegrybebluenegdrabLmberenedereee to be Ke I Low Mow Grasses Emergent Welland Planting 1.1* 50 200' 400' . , y ,4 y,- 4 Dalt 07-25.2007 PRIMO Planting sore r-loo ic Jobs: aca7 03 1 i I!W/4V'/& ff• Drew iBOA Fp.. man_FSIP000 g Sheet OVERALL LANDSCAPE PLAN 0. 100' ff , 1 ii 0 Graphic Scale 1 OF 7 I SCALE:1".1.100' g • I 1�-.I - \ `, ,i �� 3VDG-36'Ht 13 TCN-24" •r. t abet - \ .1 - ```, 40 CAIC-3 Gal ,'\ •'1 \.''\. \ \ `1 0 aa- \ \, , SOD \ 90 E•IJ-1 Gal. \ �', �\ \ %-� \ 3 HAN-24'HL O a, \ .1 1 l'' `� 'i� �� '. • 3 TMD-5 HL Z 1 M -8'HL �.- - r'• 1 '1 1 i 14 �)- ^� �i� �� 1 TCA-5'HL 8 o Z 11\Ii •� , 3 no ,� �� 8 SJG-24'Ht VJ w o 1'1 �'' \ 22•PVI- �� O� �� . \ 1 �`,'1 i ' ...12 KHAN-' lk®,off` t•�, �4CVW-8'HL \ j LIN S O Oa. ._.1 1.17 WO-24• ._."02.06..=t 70.. 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CO,.��'� �.. .)•9'-1t' cf 6'-0'/ i I 26'-0' 19'41' ' j` `- �. � ", `� , / 4 CV W-8'HL �j / °•� m I I1 50 HHR�1 Gal - /:f :: :' - (J� 06/ i ; I I �1 17 RKO'-24'Ht I�OC ;: �,- / I-- > I- Z / - •♦ I Q ♦ •' J., ;', ��.1 !''A0O~O ��• - Q W O / i .• 0 4 I 1 a , , 1 1�APD-5" �� / 1 O o•■� SOD' �. (n >- a ORNAMENTAL I , .� O,. w W FENCE Q I a / i 500 50%EFC-1 Qt IO��L ��\W....L.' • 3 TMD-24'HL Z W 11 e I I O 1 1 / • 1 S9D ,A 500 (5056)VMI-1 at. '1�' gg • DC H Q -4- 1I I CC I ♦I L_----- — - A— ' 1, PVI-1 Gal. • r/ . � �►� '- 3 HAN-24'Ht I W 0 _ I 12 HAN-24"Ht �1 ��\ O or I I I .IY, \ CO �2 � jfJ•- / n , \ 7 VBU-48'HL W Z -- -------- 1 I ' I / �— 2z PVI-1 Gal �Oeo� t ., W I — `it s 3 TMD-36.Ht I AO 0\40 -.\ • \ = Z O j I .---- - I _//------�-- 1_ISJG-24'Ht �W ,', ♦ , 93 TCN-24" •r. I— § 2 . I t� • MLM-8'Ht �� . Se\ SEED 3VDE-42•Ht -- 90 PU-1 Gal. - )d• i e - ' 40 . 3 Gal • • _ 1 3ACO-10'HL I I `\ \ ®:�\ \ • GENERAL NOTES: e \ 1 pvio \- 1. All open space and common areas to be Kentucky bluegrass blend. 1 1 \\ - , \ 2. See overall for trees in R' htof-V11a— - / — — I — — — — plan �9 y \ , '` Revisions // \____) —@ ENTRY LAN SCAPE PLAN I.CIY SUBMITTAL °� i s! \ O SCALE:1"=20 Z ii PLANT KEY: .411 ROUTE 47 Bluegrass Seed WetlMesic Prairie Planting DatENTRY MONUMENT ENLARGEMENT So _,�� e� : Low Mow Grasses Emergent Wetland Planting Job e.fro-037.3 Dram SDA © SCALE:1'=30' Fype 1e8. 7_FSIP 0a0 Prairie Planting Street 3 r 2 OF 7 IYF g 1 20 ISME-36" h a 1 U i a " y 4 ACO-8' (m gP RI n e k 3IQRU-2.S 'I\ \i F 3 0'" qy 3 iy� \ i d y ��o Z 9 ACO-8' 7 ACO-8' .. ri! 5 "4 f^' U I Dx"< j rk 20 SME-3S 3 PPU-8' / j �� +,� 3IAAR-6' V] M .✓�j�/ �►d� '' .� • 3IAGI-6' �p _6, 6IAC0-2.5' d ae •.:' 111`;1,47010..k, ! `•.•` 5 PPU-8' 5 QRU-2.5" 5 SRE-2.5" Z o 0 4 ACO-8' 'Co,_ �•� i --I —I 4IAC0-8' - I S o Vi5 SRE-25" PPU-8' 3 QMA-2.5" s 3IGDI-2.S I �+ F o: - + 6 APL-2.S MI a o ,l �. �, 20 EAC-30' - –.�u Gam.. �S• SIGDI-2-5" I 3IPPu-8' W e lyfa . , t 3 QRU-2.5" 9 PPU-8' • �� SIMPF-2 '.°,m._.. 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LII W P_ �jj ROAD 'A' LANDSCAPE BUFFER 6IPPU-8 5 QMA-2.S — \\ !:.•.*se!:'A : iti'/ • 0 SCALE:1"=60' •1 \� �i � 8a� -` �� \ \: • • �f 1 , •.��• ae w gg ,_, ....,..s.........F.f.:A.:;..'?\••••• •i•l• 3 RKO-24• ,1\• \\ \` �i� 3 HSE-3 Gal I 9IPPU-8' \ '_ :••,� �^` 2 EAC-30" ..d \,•\, '',..9.7".. .•.:•;f::•.•- • 3 PARKWAY TREES-SEE SHEET 1 3I TMD-2e ,.}` \\\ .�s`� r....",,- yr t EAC-30" r 7 PAH-3 Gal \ 11. 4,-,,,_2e �0.: +, \\I\U ,.,i,...„..:„......._-, 4i'� :i,,,,,„ �,p \e. > flaw-36" \ \ ,, \ L,q`�4y SAA Qz \� Oy '{0, OKG A 28 CMA-2.5" \\ • •*:,t, tat D ZQ 0041 \;" -0:�� .d A3�,!13,gv -,1 t -�- ar ,asap ia• W W a 7 PAH-3 Gal - \\.. \ `\s es-1,o, �•, Q d 1k \` ` it 12IBCJ 24" I:I i '1\\'d „,_ _,res.. — U) W Q V • A .L.5ITMD-24• , 111 ,..,., �� :J's.,�;.'., Z w 13 HHR-1 Gal. \ ! �� SEE SHEET 2 DETAIL 1 F•1\t 1 .. �° o° `� cc oc d Z 1 11 I\ '1.....w\,--,—,--21:%,-° ,,, Or c55 tIGTI-2.5" /111,:♦ /l4a_Oee_eO - p 1 - .t,g,..,� s 1 a Ce �,0' i0��e-' Q `, 1• r� -1,i �! 0/y�`a�: 5PPU-8' ~ W W A- _ C \ !11 w� fj� .r•t,p ff . 3 GDI28 z Z LL O 3 1.,_,1 A�• iit �- : 5 MPF-2.5" _ ,,, • yyy��rrr 7IPAH-3Gal. i 1 11 , \Z6ti�pppp,�� 'LO,t2 �5 5AC0-8' m 3ITMB3-24" .:I:.., c- '� I 11 'w ,�-.._` O 11 1 EAC-30" _ 1 i11 1 It,! �1�. .•`''*Al'•brei`d,e•' 5 QMA 2.5 ~ 6 PPU-8' _ \ _* a' E.'*,_�'a,�:•i s 1 3IHSE�i�"S►ar It �CC 4IvDE-30" F`' '� ROUTE 47 & NORTH BUFFER YARDS ,�EAQ_3g 7 IASA 2.5" 411114 71 PAH-3 Gal. 0 SCALE:1"=100' n 1 EAC-30' 4 GENERAL NOTES: Revisions 0.01-2•NST ISSUED FOR ' � TOWNHOME PROTOTYPICAL PLANT KEY: 1. 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Landscape AKh!(ec(nnand Land Planning DETAILS AND 975 East 22nd Street 126 S.MAIN STREET PH.(630)551-3355 'NI .11 9 8 ti 5 Wheaton,Illinois OSWEGO,IL 60543 - FAX(630)551.3639 SPECIFICATIONS H c 1-630-653-0500 109.037.03 FINAL LANDSCAPE PLAN VOL L,Mu,AOMCT•.OIw I ..,...•.MIMM..1.•.w.M1.1.4...........J.....11 nIPW..,P•.a.�..� C C E i c w > r > w o n m r g > m > P +F ai ' i g il egiit sE t 111fa 11 " iitt '1 .- a _} 1i1 i l i Iii ii eZEF 2 R ; 411 1 r ; w IR i IIIII414iiiaa �� .i Y $6 �= 1�: �d11 [ eIr i111111Is5le' i1141 I i133 � ill eliga 11Ill �e. g _ q g [ 9 $ HP! 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T 4.4 a � �� WINDETT RESERVE Enterprises Inc. .=w" 975 East 22nd Street La cam Architecture and fardPlaaeieg y ©� DETAILS AND • 5 Wheaton Street 126 S.OSWE00 E 60�513ET FAX(630)331-3639 SPECIFICATIONS 1-6304353-0500 109.037.03 FINAL LANDSCAPE PLAN • I • �e, a � U 1 x U °'w c/a a ; .Z 3 o az TA g 0 PG yin A y e a p °o y w NOTES: s •6 „%1 1. FURNISH AND INSTALL REVERSE CHANNEL LETTERS, 1. in ^,O POWDER COATED BLACK(2 COATS). • 45-11' T-6" 20-0• /2'-I3' 1T3" T-8" Co Cn m DECORATIVE BLACK TUBULAR STEEL FENCE, 27-8" N c PRECAST COPING UNIT POWDER COATED BLACK(2 COATS). / / C) E Q T MASONRY WALL LUMINAIRE 2'$' 1T-4' t 2'-6• CD C10 RAISED METAL / / M— re 2 • LETTERS-SEE • MASONRY PIER = COCl) CO N1. OTE NO.1 ABOVE COLOR OF BRICK TO BE to I N W STel'- - €D SELECTED AND APPROVED BY _i =_-_-r - - - =� -= ACCENT WITH ` - - --- -, Til - - t- r.,..W OWNER Tt' � C L -__- - -------:_r==_ == Was Pwleas olW D.s9 Fr n 6154000106 SEC GROUP,INC. LOCATION MAP PROJECT 1 FINAL PLAT OF 7SmithHEngineering i SEC Automation•SEC Planning ---- ` T' •, 0560 .-- AREA w0rr5oy�pzmn-�.7646 �,�mnt � �VW It THE TOWNES AT WINDETT RESERVE PLOT RL6-STANDARD . ' e/=.t It' . .,._.,.. II Calm.RLE.- --FP-I-TP-0119p7.day .57 u L&lR.08048a-.FP_7 ' 1. ©� � A PLANNED UNIT DEVELOPMENT dDFd T_dAt F IL .<�,z�Ste. I PART OF THE SOUTH HALF OF SECTION 9, Lor 1 15246 SF Lor 13 65503 SF ,•.=,:.-- LOT 2 15,000 SF. LOT 1301 5,353 SF. r -- 0 i� •, TOWNSHIP 36 NORTH, RANGE 7 EAST I'1 // LOT 3 1$000 SF. LOT 1302 5353 SF. Ra. n YORKVILLE, KENDALL COUNTY, ILLINOIS Lor+ 15,000 SF LOT 1303 5,353 SF ' � ''' 't•local 'I` '' LOT 5 15,210 SF. LOT 1304 5.353 SF. �;_}l�. �.�7®� 1�� LOT 6 1$246 SF. LOT 14 225,350 SF. _ nl5,353 SF. �� u(: �� -1 r LOT 8 15,000 SF LOT 1401 5353 SF. LOT 8 15,000 SF. LOT 1402 In _. -tr: -. LOT 91 14,220 SF. LOT 1404 5353 SF. �a.-...r _ LOT f0 14,220 SF. _LOT 1404 5,353 SF. m r -•_-_•= y'Lo� LOT 11 222,162 SF. LOT 1405 5353 SF. _MIA IeDr 5,wu, BB• LOT 1701 5,353 SF. LOT 1406 5353 SF. LOT 1102 5,353 S.F. LOT 1407 5353 SF. LOT 7103 5,353 SF. LOT 1408 5,353 SF. SMITH EAG covrAGr1 I \\\ 23 i / / c��i LOT 1104 5,353 SF. LOT 75 297,046 SF. Ia¢I1RAFEW&ELMS R.OW �, 1 \ 4' 2�� \ / /i�-��y ``�� tty / �` / ; ,(1' LOT 1105 5.353 SF. LOT 1501 SJ53 SF. PETER.2 HUINKER P.E., DIRECTOR OF OFFICE OPLRA77ONS RAILWAY CEMPANY R.aa ,•1;02:26\3i:264 5z 1253,256 255//` / �' (/ YYY""" (630)553-7560 J 0 LOT 1106 5353 SF. LOT 1502 5353 SF. .% f 05�; , �y / N T7 4215'- D �la i\� -----•4� 0 LOT 1107 5,353 SF. LOT 1503 5,35)SF. DAVID W. SCHUL7Z P.E., CIVIL ENGINEER III 1 P.i_T'/ I 251 1 , '\2p / -1157 ,(t (630)553-7560 11 't 257 ,C\ `/2� I 117 1 T� \ ry _� �i. LOT 1108 SJ53 SF. LOT 1504 $353 SF. CRAIG L DUY P.LS, SENIOR SURVEYOR \ It 1 255 'ir-� :2$ / j 2�X`2M AS OOC+r 2OO1OO00363TJ�f.\j5 / 1 1 112 .......0 r.-- „f1111' LOT 7109 5,353 SF. LOT 1505 5,353 SF. (630)553-7560 \ \ \\ 1 ( l' ;'1\>;//27 �.♦ ,� � saw 70 TURE L0T N `L�15 111 tU ,-= �-i,`• 1p5 LOT 12 311,671 SF. LOT 1506 5353 SF. \ \ `,1 ~ 272'+; �l /� tr` _% R gP ODEDICA�OdB.uffNT \r� -,,•,1 ttt �It0 t\i 109\ mut;1•wow P� LOT 1201 5,353 SF. LOT 1507 5,353 SF. \o'. 1 255 \ \• \�+' 270 1I 271 / 3/77/�\_ --( LOTH / LOT 1202 5353 SF. LOT 1508 5353 SF. \ \ \` '' r•LI 71 YF'/ `� ` 3033.80' N88'20'43'E / al FAST OF TLRWEIe FOX&IL/X/EIS fAVaN \ \`l ale'662 OF cMNER t 10 {CaxvOP LOT 120.7 5,353 SF. LOT 1509 5353 SF. PLAT PREPARED FOR: RAILWAYCOMPANY RaNC \ �\ `,.-� / // / ', 1 MONUMENT COT 1204 S,J53 SF. LOT 15117 5,353 SF. (soup MIOI AREA) \VVV // / /,/7 ' LOT 1205 5,35)Sr LOT 1511 5353 SF. WISEMAN-HUGHES E ISES,INC. \ Ul\ t1; / /! , 70`\ GG 5 2 LOT 1206 5,353 SF. LOT 1512 5353 SF. 975 E.22ND \ 1 / / / � -','��l LOT 1207 5,353 SF. LOT 1513 5,353 SF. WHEATON,ILLINOIS 60187 ,9 \\ \ , ' t/ / '� p 3 LOT 1208 SJ53 SF. LOT 16 1,016,912 SF. Orrlcc: (630)653-0500 I/ FAX: (630)653-0194 Ne, \ \\ ,1 0 PirtirjorAE:1,1011 LOT 1209 5353 SF. _LOT 17 923,946 SF.PROJECT CONTACT: \• „/ 7 4{i\ \ nv1201 LOT 7210 5,353 SF. LOT 18 197,194 SF.DANIELLE DASH 5''" \ \\ r� � �P --i 60.iLOT 1211 5,353 SF. LOT 19 38,749 SF.CURRENT CENTERLINE YAr' , ARK 5 LOT 1212 5,353 SF. IM 1 WISEMAN-HUGHES ENTERPRISES,INC. OF IWNOS ROUTE 47 SITE • ‘••• WISEMAN (630)653-0500 �� c \ '� i<‘.., ir ® LOT 12/3 5.353 SF �IPc1a'°R \\\ ® 'ai ® ''. Ram 11.. < cA"' \ ® .,...:00.4°\\\......-7:30 a oS. l ----7r Z co \ .1110/ , Waappyi Arini<' ° Ci 10, co 17, LiNeW N l CENTERLINE I ' , . ,\ 1 K1 / 121 0 Or , 16 ff RIGHT OF WAY UNE ��II�,,�. (P, ® WATERSTORM LOT UNE '�C! q X WEAKEN"' BUILDING SETBACK UNE I ��t!" / // _- EASEMENT UNE / (1 \\ 1 • der:e ® rAl(®/ t / EXISTING DEVELO°MENT Tjpicd R.O.W.Return ORIGINAL CENTERLINE ( �• /-10 �'/ OF IWNOIS ROUTE 47 1 \ ;.. ; •) Y // ////,/ , /fpR,p 3/e Ra4 PIE - EXISTING RIGHT OF WAY BLANKET PUBLIC unu7r a Ta/AD JL4• 1308.07' S88'20'26'W N R 2SOID• �1 \1 IN°N N 1////////4 DRAINAGE EASEMENT AREA 050805 I ` < , IDX&ILLINOIS UM05RAILWAY m L+1 /�a_Xo 4?a 1 i4 t HA7°1 alr B1 � 0d --- - �A I`----- --- ----0401--__-_____-_-------8-- C�� J z I 1319.96' S89'2O'S5'W FOUND V' �g M'�!' 1 QU.- SOUTH UNE OF 77 5E 1/4 OF SWOON 0-.%-7 CUT ANNOTATION ABBREVIATION- I MO's/•T. V- STONE 0,-.5:-s B.SL =BUILDING SETBACK UNE �, /'RCN PPE D.E.=DRAINAGE EASEMENT I 7777'EAST lP.O.B. P.U.E. =PUBLIC UTILITY EASEMENT a7T NORTH POB=POINT OF BEGINNING I POC-PONT OF COMMENCEMENT I , P.U. A D.E =PUBLIC UTILITY&DRAINAGE EASEMENT SM.E. =STO4MWATER MANAGEMENT EASEMENT 5 2 THIS PROPERTY LIES NITON THE CORPORATE UNITS OF THE UNITED CITY OF YORKVILLE GRAPHIC SCALE J. 5/8-STEEL RODS SET 0 ALL EXTERIOR CORNERS UNLESS OTHERWISE NOTED. 5/8'STEEL RODS MILL BE SET AT ALL INTERIOR CORNERS - WITHIN 12 MONTHS OF RECORDATION. 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE NOTED (DI FST) 5. NO DIMENSIONS SHALL BE ASSUMED BY SCALING 1 Inch=200 It 6. LOTS 11-76, 78&/9 TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIATION(S). Z. BEARINGS ARE BASED ON GRID NORTH(LOCAL COORDINATE SYSTEM). FLAT a A BLANKET PUBLIC UTIUTY AND DRAINAGE EASEMENT, IN ACCORDANCE LINO L� ME TOMES AT WAL.IETT RESERVE WITH THE EASEMENT PROVISIONS STATED HEREON,IS HEREBY GRANTED OVER LOTS 11, TZ 13, 14, 15 18 AND/9 EXCEPT THE LAND USE ACREAGE TOTAL ACRES DENSITY UNITS A PLAMBW (IVT DEVELOPMENT EAS7ERLY 25.0 FEET OF THE WESTERLY 40.0 FEET OF LOTS 18&19. RESIDENTIAL-SINGLE FAMILY(DETACHED) .144 Oc J.75% 10 9. THE EASTERLY 25.0 FEET OF THE WESTERLY 40.0 FEET OF LOTS 18 AND RESIDENTIAL-TONNHOME 26.39 cc. 2575E 188 Y 19 IS HEREBY GRANTED TO YORKVILLE-BRISTOL SANITARY DISTRICT AS RETENTION, OPEN SPACE h PART OF THE SOU7N HALF OF SECTION 9• TOWNSHIP A SANITARY SEWER EASEMENT. SCHOOL/PARK SITE 49'88°G 54.3.1% N/A 36 NORTH, RANGE 7 EAST, KENDALL COUNTY, ILLINOIS 70. A PUBLIC UTILITY AND DRAINAGE EASEMENT,IN ACCORDANCE N171/774E INTERNAL R.0.N: 1209 OO 1,1/7S EASEMENT PROVISIONS STATED HEREON,IS 70 BE GRANTED OVER ALL REN9p15 DWN BY: NT. DATE PROSECT NO. AREAS OF LOTS 1101-7109. 1201-1214 1301-1304, 1401-1404 AND TOTAL GROSS ACRES 91.80 as 100.00X 216 du/oe GROSS 195 1507-1513(EXCEPTING THEREFROM THAT PART OF SAIDLOTS ON WHICH MINIMUM LOT SIZE(SINGLE FAMIL 14220 sq. R 2• MN BY: W41: HORIZ SCALE- SHE. 1. NTD 01/23/07 0604911.0J-4 ET A PRINCIPAL RESIDENTIAL BU/LONG IS 7C)BE CONSTRUCTED). MAXIMUM LOT SIZE((SINGLE PANIC - 15246 6q. /t. ET NO. AVERAGE LOT SIZE(SNNG(E FAME.: 14,995 sq. R. a 1.-200' 4. CHK BY: NT: VERT SCALE 1 of 8 _a_ CID N/A Slims PlafewklW Design Fon 9194000109 FINAL PLAT OF SEC GROUP,INC. AREA LOCATION MAP sm 5E u Consultants6056•SEC Automation.SEC Planning 1.030553.7590 1.530 553.79/5 THE TOWNES AT WINDETT RESERVE `� ` nems` COMP.7L5- 090190-10-m1907.0.g - I. PLOT f9ESTANDARD : : A PLANNED UNIT DEVEwoe 060490-FP LOPMENT -2 PART OF THE SOUTH HALF OF SECTION 9, lip ° 0° TOWNSHIP 36 NORTH, RANGE 7 EAST C:3, °° 0 YORKVILLE,KENDALI. COUNTY, ILLINOIS C:),...-% c-3 C=3 'C.' ' Enid" -aD ,00o0 0 opo *t. a , YAADETT RDGE \` \ % \ SU3DNISON - LNT 1 \ o \, LOT H AS coca 043830 , X \ �' ` �/. / / LOTH n / 277 \� ; ,,259 z7D 271 275 3033.80' N88°20'4WE �t 1, F UVO 1•MLT✓PIPE / /" 0 997.50' 111.00• II f" 4I ff I 00' 2 7,542 s 2 -1.11.41. e \ ^` / aze 9ESTcrmevrR r16e7 I /0 r.z•• / 8 / / / y 00 .E }r _,..\_ 3, .r I' .' /3�0 //u��+fl /_ - f A \ 9189p.R \ �1 /,' /�' j _ al 2121 even I$' ' 59 �' g�ri fe g_ \ \\ �. \ � /. / ' �1e '. N97� ,�� - jo 9 Y�'/ �L0T 1t02 � i 13•�Lar 1101 r g„g \ ` \ / / ,,N E. G_ 'Lor 1109 s j'-8 Lor 1'os Yd= 8 Lor 1101 8 LOT1193 - 8 8 g a/ / 59 :"1 i LOT 1107 ;I .>F F 1 \ I / / �t j / S6L f #S �6D \ 1' , / /l 1979 \"�' �$ // / S.I00' "". // sax' _ / 53010' _ / „ 1 1 I ,�`� \ \ '\ �' NTy ..c. /' .ds.g s3ar f s3ao' i //.N992o Atli: N9B•10' ' NeeKo'41E /� // y. +1+' 1 asL. �pp Lor 1109 / 503:01,, N96Sr4TE: / 47 `/ j f/109r7 I S I\ 1 8 Jr \ / tam _'$ d /�•/ Lor�i1 i / / 'Isaa+ // / i�99 rti' o \ a ROAD W \ \ , vslmcr mp+• - /4 ` SspO I.•E , ' l f o _ _ m sr N99so'I,rc _ _ _ xre.41• f 9'+.re _ - —I I__a D.e g / # /i •• / _ >; 1 1 I i ///meg 'HEREBY DEDICATED' I \ ~ /1.,14 xj / 11349' `2 -�•--p I,.4 /`Q 1. `\ ` V .'K / 1 : , / , — /,"( / s/�Y: / lc/ / q ,;!._.dare' r / / Dom" ,.�, '4 so.wi�.R•r+-/ / -tI /, x I % pb / e di Y�/ 2}61• // N99R0'4J•E o' N9B'A743•F �,Iy1/•E / '' m 1 i./ ' 4 4:b., / / � / flSL/l �' ej S2� fU. LOT 1513 LOT 1501 o I \t \ ,. , ,, '�'. LOT 17D1 ��; 0 8 8.'• mo -, �1 \ \ /m / // /' :C0T,12 /"(8 .1 <,./14.i.., _./ I .i 8 1' .i 1 LOT 1109 I tP e I �,�[ >E _'C_ 1m•�• :' // / r,� .3i1.e� rotor '1Iii. >£ 1m.00' /iso'' I I I \ / / / ; 1 % ti. ' / Y'S9PIss59970. 74..� 1 '� s �- I sonar' C 1 '.4 .E 4.,;-,. 1 8 -T,'P�f 0 • g. // V IS /I D' I yy,� Lam,: I / / ` LOT 1213 4^ a'� I / /I' j/y tef \ \, /' / / _9.. -•'').oma i _ 12 / 'fw i� y 1;:" m.ao''�•.��._., I \ o \ / / N72'19 �`� p/'1z •TPy' � nron�� ICI V P.:7B sen> y.� // ew I101p2'tiE 8 1 / I 0.0 , e 'zz / $ '$ Lor 151z LOT 1sa2 S$11 / P•`'a� m T 1 fr LOT 1202 g hi Q s'_ IR ./ 1 8 ^4 dye �� \ \ yp , ' O ` `40 y}3o,;/ $ .7 1` it $� 'oz.. 2 1ol.ao' . 1�A< 4129 LOT 121 �ep.� f' a\\\ t if . •1 1111, % e // . 104 C427'.° T s7 f a5t /I' . /4,. I •S97urize /n •; -°;\ 1�.,gy \ /\ \,\ m , _I .1//, / � I +°�AI RI- /' LOT 1511 8 0185 o ./ a :'797,494 .A_ : I I / • 1• 02,. s SEE PAGE 3 FOR CONTINUATION M LThFAA&T SE773ACK AK? EASBN9VT DETAL -- -- -- — \ 1 w 1ella ) I I _ 20' -,__ _.. 40 1 1191 mom' I /. 1 IMF7VAL PLAT N!lin 1N 1 — 77-E TOWNES AT W/\DIETT RESERVE Il 1 j _ A PLAMED LNT DEVSCPNHVT ' , BLANKET PUBuc unu7r h '—�• raervLLe LLIWVS [��/� DRAINAGE EASQAENT AREA GRAPHIC SCALE ' Ill 'm >4 REM90N5 'DIM BY: NT: DATE PROJECT NO. A BLANKET PUBLIC URUTY AND L1RA/NAf.T'EA9IILIN ACCORDANCE N1TN s ,. NTD 01/23/07 080490.03-4 CURB .'SETBACK RIE EASEMENT PROVISIONS STATED HEREON. IS HEREBY 5RANTEO OYER LOTS '� �"7BAC( 11, 12 14 14, 15, 18 AND 19 EXCEPT THE EASTERLY 25.0 FEET OF THE Z DSN BY: N7: 140R101/2zSCALE: SHEET Nll. NOT 7D SCALE NE'7ERLY 40.0 FEET OF L07S 18&19. (DI L'R,T) a a 1 lace-50 m 4, _ CHIC BY: NT: VERT SCALE: 2 of 8 S CLD N/A liner Prafm.hrtl Design F 6 181000106 FINAL PLAT OF fl 'SSEC .SECPflfl .AREA770N SmithEngineering John L 630.553.7560 1 630.553.7646 THE TOWNES AT WINDETT RESERVE rr�..mcgma"nc�n "°`"' gaup.FILE:060490-,0-°,1907:4.4 licyc), 0 0 0Q lEle PLorFiLESrArN,ueD _ El IM A PLANNED UNIT DEVELOPMENT J 0 00 -- . 111.111 IN PART OF THE SOUTH HALF OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 7 EAST co,rt1NOAT'OT7 SFE PAGE 2TAR YORKVILLE,KENDALL COUNTY, ILLINOIS -- VI-. ,.\ / p lol.Dg• -,Ir / roe 4 ��+++ CA ./ 'L''r,1b' i 'I/ t'}i \\ LOT 17 O D OO $T ••3/ ' / ;•{r -' \P . \ 823.646 nit / �� ` . 2121 acres SFE PAGE 2 FOR CONTINUATION yT� // /.,./ �'. - n,/` �rNj �/ �.N/ �:. `\ \ • ;' / / VI LOT 1511 / / ESL + II, LOT 1203 8 % ,g LOT 1509 /`! 854--8' \ 133 // ;' 1 N!qar :�1' �� S ,• 3s / .a. \\ / ..4s. +0+' �' \ \qt\ 049 2 I I N a° / N72' 29� _' ////.1_/ /' `y u m�'. /- U� %/ , /,0+',164` - \ \Is \TL ` , . , • `\ $ 77// i94 1 / r \:' %`• \ \ °ea f/ s�OT-,'s LOT 1s t� s, \ \ \ di Tpj +aos/ \ ` ,: 1; -LOT 12W /sf & 4N p[a' �Y_/ ,,,,././ 6 '/,, .'',/ • %...\ ' . yf �\ \ \ g� �7// \ N04i1z 1, cfr94.-'' / / .��_ , { ��-\` Ar .w � ' / 4NB � \• .� \ \\ • / / \ : / // \'a• N. �/ ;0` oeti '(:+ Lor tSos 1'.V �� 2��./ //\ A rn /,p._.$ ,g.00.,IY. ,n\,/ 4/ Od 0:0‘00'f' ,,..55,....'.;0 t_ / LOT 15W ii / & ` ,6 Y\\ , \ , o-2 .R \ \ \ ` / : fit. LOT 1706 ^P �>Yr / / % / "�: 8\ • o 1011:< /I bl m �� ./ i r$ 1 610 / I% 0‘,_'/,/' / =` /f •$ +0":s6s. 5U \ V LOT 7219 ,� / t 73 •'• j /� LOT 15W •//• \^` IWO. / / `` ' y ,..$ 707 p0•e .'� ,;�/ •, 30.9 ••E f\.,5{ • 6�' Neo'lo 2e'E g • / ". 4.od-. \ /f� \m ✓ s7Y I- / 56ts7vs w g 1.M /:\o % 1g LOT 15oe % � �`��6 o \ f �: j \ // , . i \, s. LOT,zn6 F /\" Q ; tot.ao .1 / mak' %' rt� \ \ / i+�74 6 / 17: /% `'6(Z \ >r : - / LOT 1706 ` 1 Illrrir. f.r` & / ` ^ Q�• r \ ;i5v / 1 \ / / P1/ y� ;.\ urr r s �j m v z \ f ,i.8 1°1A° .E / e.Is 1.y .2eY 4// nig o , / 'us Nef x LOT 1507 /` 5 t$r 4 _ :/ •% Lor,2D7 M1 707.°0' fv 4y S. / I i / \ %\ - `/ I _ '� _I-Iii _7I1 • N., 0'26 •\�/"f/ �, '1. `• NIS 1 vYM'N' �la. _ 1y+ q iiirjej 1 J 1 \ L�r8161'R-IDD.OD• WE-li"'Y O�r.� .a'r?�B1r://` / / j1 a,S / — 'JS OISP 0782 �D' �• =.Fhi• / // // I �� a5d r7Ts�6 L-r4u 0,40 ` L•`!8,•• L 14 i 2, x.200 00• A �7tra'S7 �g7f L-91.9/ �-' ` t - -g•.7s Of .../�: `� RDP� NOTE \—' 7l' Si _...-L--- -'00.41;11 E SEf SETBACK AND BUILDING SE.PARA17DN DETAIL ON �1 \ I + , _.. ' � - Lr2 ae• R-fo0.°o•r •• SHEET 2. f / IFF! 00 ° OM11.61 , //.-i1, 6cr-' N655o/Y8' �- ` ,/,-,/- / I C/ /' / 58530'4IT • ' t' ya t- 1 223,3501s48 GRAPHIC SCALE 1 � �LOT 1307$. •.o aNon '040'/ ir `�, 5.196otrage e eN77e7/�7 ..7:-Al 56' ` 2.. $LOT 1902 g• SBTBY72 m a lig 04 I pOT f I 7p I 1loch 60 R S J' \ \ I� 30.7fi# s>ar 'SLOT 1909 rw I. O Ig m IR ,`' L N /., o se5 ,,,� 604,•_ 54ar ..91,10°3*. ai a• /'. , LOT1304a. .'& Ia F '8- \ I /' ,Y+ / s i Q I4 122 11 r L :� I ?,,,,,,:T,.: j F/VAL PLAT BLANKET PUBLIC UTILITY& \ :' a tilt /IQ1' / c /_I DRAINAGE EASEMENT AREA 1 / l 1' SIM. soar / I 1 ( TF E TOIMItS AT W/1DETT RES67VE A BLANKET PUBLIC UIIUTY AND DRAINAGE EASMENT•IN \ - -D. ,�I-, ill.; '-� N8-17°°' j."-" a _�':. A PLAM\ED LIVT DEVSA�itiBVT ACCORDANCE NTTH THE EASEMENT PROVISIONS STATED 1 ` / / /' Y'I B.SL � I$ ///�/�j 68.0' ..--jr:-. YQQK� I F L,L/VDIS HlREON,IS HEREBY GRANTED OYEF L075 11, 1Z, 1 14 //,/I /// I .' i 15aBY: / �e ` 15 IB AND 79 EXCEPT THE EASTERLY 250 FEET( THE / , / �o,.' /128' 1f2A2' 1 9Y/ 660°' RENSIp15 DNM BM INT:T DATE: N£57ERLY 1(40 FEET�LOIS IB&19. ss PROJECT N0. r 1.27.74' I. N7D 07/23/07 D60490.OJ-4 CA 1308.OT S88°20'26°W z MN BY: N7: HOZ SCALE SHEET NO. BT P 95-pT _ • ,,•. � ooc. ra. 6 a r-�. ROY PPELAWS 4. CHK ET: PERT SCALE .3 of 8 5 .- r: N CLD N/A linos PMm9iuW Daign Fin 8184088,88 AREA LOCATION MAP FINAL PLAT OF SEC GROUP,INC. Smith Engineering Consultants•SEC Automation•SEC Planning 759 Jahn Street,Yantis,IL 60550 I.830353.7560 L 630.553 7545 THE TOWNES AT WINDETT RESERVE " °�'pnaaan 000 mil 00 a COMP.tree 040490-IP-0f,907.dry = : w as9a7rv�i A PLANNED UNIT DEVELOPMENT � �Do PART OF THE SOUTH HALF OF SECTION 9, p 0 TOWNSHIP 36 NORTH, RANGE 7 EAST 4 DO �p OO YORKVILLE,KENDALL COUNTY, ILLINOIS 4 o � - 1110 Q , \ LOT 923, 1PeR SEEPAGES FOR CONGNW7104 21.21 acres 4\ 7!0.E .------- _ (•k' o Lam, 0.59 - 201 5#1.` t %o • —; _ I 20x55• S9 1 a \•I • L�q,0.9 j9�SOA 68 10 -i 769"' '�/ LOTS 297,046 sat "'\.. 4,..." ,/ c''',°;;.61 /3sa 087b`•O6 —_ 6.82 saes ` :J., 1i.660 ey�1' /' p - / ''o L j. LOT 1408 !C // 8 a " es, N ..4 707.00 ,� 7: ,i q0,0(d �.4/ , l// /_ LOT 12 ,fit• f P. / / wla I Irg '1 371.571 sat. :/ ,?/ I , //, / h3 ; /.../ '1 7.15 meas /; O �r" , .• f./ :_ 4S 0 oi.•• / /! / V &:',., Na3z0'16'E ��h % SEE P'SGE 9 / ,/ , ,�� ` / % g ,gu /tr., LOT 1107 a.g/'ft � / FOR comnRUArgy // ' f qo erf i / 8 „ / /jV'l• • //art $�/' v ;/. ' _ �{Vy' a 701.00• N0W'00'E m / SR . 1 / �5h0 1„ / N5520'20'E 6 i/ / i. /Nj ak/ / / .o �n .:ta L Inn = LOT 1103 '�Sm,_ 1 �S m 0. T. wo X11 05'sE� %/Z 'F to / / ::� Qn_ '/� j' ..f / -162A5' _ 1, I i. A 117.04' f - Og.N10 ' ...• / 65.L % i / AOj`'. //-ami.. A 5.70'40 GYNBI� \ It / / //J/ z Na \� 4 2c' / $_'' / Sao j III- /\a� C � es f c 74 I ' .' / i �' Lor14a 6 c �8o LOT d` s1 o p1 W 4 LOT 1M2 Ate" j s dj t^`� / 4 Lor,SALEe 'E' 30.0' z $ / : 1.�' to r 't4'.1_14 �/ d� .i:� gli1.016.912 49.5. Ilpr U I8 V_ /,' --- / 53'`,?:'' 23.35 acres LOT 19 / 1_' / LOT • 1105'.*. Ig a LOT 1b1'6 00 // ,4 .^ / / i 96.509 p.R [' IN, 4 ; �' M .' 4 / / ,•/ \.:, 218 area $_ � I3 O V: $ / .n6 I :'1 21)l.;950 ..../ % i LP' / ;\ Q / / • oiiiiiiil /449' wirer f //1)// ". 06 / /% I ' • 48. -lk- moo' 1308.0TS88'2026'W FOIAO 3 a69v N CO TT® P MU TFFAI.Y Il�-P 5 o SETBACK AND EAST GLIAL z XV GRAPHIC SCALE M 95Io787 __ _ -- -- /-64L D(DI PUT) I lP50 R 1 1 �SOU1N UNE LF TIE SEl/4 a �9001696 9-06-7 1 — 116.1/kce- repI - rI 1-- A 1319.96' N89'20'55'E 10-- .IN Ml. . - sFN,QL PLATO. 1 — AA DSB a aT ATPLANI�A DE1:Pmei T1 "'.� - BLANKET PUBLIC U7IUTY hYOYPKVLL�-. ,LL/WIIS.41.-1211/4.. iNhipi // DRA/NAGE EASEMENT AREA ' A BLANKET PUBLIC UTILITY AND DRAINAGE EASN£NT, IN ACCORDANCE MITE/ NOTE— REM90N5 DWN BY: NT: DATE: PROJECT N4 7HE EASEMENT PROVISIONS STATED HEREON, IS HEREBY GRANTED OVER LOIS SEE SETBACK AND BUILDING SEPARATION DETAIL ON ,. NTD 01/23/07 06490.03-4 30• BAp1 CURB s.SETBACK 11, 12, 13, 14, 15, 16 AND 79 EXCEPT THE EASTERLY 25.0 FEET OF 7HE SHEET 2. 2 DSN BY: NT: NORM SCALE SHEET NO. NOT TO SCALE KESTERLY 40.0 FEET OF LOTS 18&19. a 1 1X50' 4, CHK BY: NT: VERT SCALE 4 of 8 a CLD N/A Anda Proessonal Derr Ron 6184-000108 FINAL PLAT OF SEC GROUP,INC. Smith Engineering Consultants•SEC Automation•SEC Planning 759 Jaen Meek YnkWk,R 80580 t 630.553.7560 f.630 553.7646 TOWNES AT WINDETT RESERVE • w N e B e ° "m C. C. PLOT ME:S ANDARD MEW�� A A PLANNED UNIT DEVELOPMENT _, NSA go PART OF THE SOUTH HALF OF SECTION 9, 1�91�rr RIDGE 'o m� TOWNSHIP 36 NORTH, RANGE 7 EAST LOTH AS DOC. x4/3630 / 170 \ 109 i 0,...c. YORKVILLE,KENDALL COUNTY, ILLINOIS 777 • v.. y LOTH t \ 1...., 6 • o ` 3033.80' N88"20'43"E 1411.72' N8BR0'437 8 A. q ase 712.04• l L �5; x fi_ UdE u 46818' 162.04' -32Z a s,a'`y 7..1". a \off r as:. -�'oE \ � el^ I /j�;o% ire\ \ \ njyll 1-1 LOT 11 //pa•D % A \ 'Cil\i, ' 'I 722.162 ROL/ O 8 c 5.10 acres aad 0 d $ ' \ gl I2 I: IA III \ 1ii I .:::\e\ 1 . g ROAD 13 I III \N l '�9 i. I I 1 \ ;75: N. 44. /. l Iw LOT 15b"J \H7oPuN S797p i.; N.--: li Top 'a�Ir LOT 17 40'P.IL ::d 1 ear 37°7 P U &0.e 3'70" D.E I632f• — .a \ \��.tt S�,r�12.‘ �� • la V o �q q •/,41 \ \` MI — Lal +f j \ //,2.49.4_ \�` \ \ PLS /j . 17 —— ?S \ / ®Y D ,1" 717.94' \ // � }�. j � aSL ;14 �" 7.67, — -------- — LOT 16 // / / 8. wan /V-.. A \\ // / E7.-/J BLANKET PUBUC UTILITY& �' \ / // DRAINAGE EASEMENT AREA /\ ..lb\ \ //10.1e. ,�/ pf 7A BLANKET PUBLIC PROVISIONS AND DRAINAGE.IS MEIN ACCORDANCE NITFI _p c'\ /7 y / /// THE EASEMENT PRONSILJT STATED NEREON,IS ENT.HEREBY GRANTED OYER LOTS G7 /T,�/ 71, 12, 1J /4, 1$ 18 AND 19 EXCEPT THE EASTERLY 25.0 FEET OF THE // 0 �,• '\ // M // KESTERLY 4a0 FEET OF LOIS 18 19. '� �\ / 05.4 , AREA LOCATION MAP )' 's2. ' '�' // / 1� \ 10'F!U. / / GRAPHIC SCALE asL. &D.E / / Ili0000001 . 4% 8\ \ ✓ _ --- / b O o o . .1 - - /�� -L�' —— Z6aSd — / / 1 166e_6o R O Q , \.5 HEREBY DEDICATED" L��! / / _ . . . • 9.0 Q O %. `� �• R CT _ aaa55 s90DabaE _ b —�, n �/ 4 O I \" t�1O.9Y�.4 n 54' / FNAL PLAT pO ' _0 ROAD A — En TI-E TOMES AT W/1DETT RESERVE / l0'P.U. .. . ..,:„ p _ 2aau — ....25°6"...9'...1'.. e D.E A FLAMED (INT DEVEiOP146NT L..--- L ,...._ /75/L.171.So' 7o7s n 097 ———e--- LOT 16 .---1--s• YORICVL L E 1.L'. V$ a a o a o �°006a6 ,.0,6912x7! � ' , • 73.35.26. 4 / I asL MISSIONS DM BY: NT: DAIS PROJECT NO. ��'.•Mw / n L NTD 01/73/07 080490.03-4 LOT 14 2. DWI BY: HOW HOSCALE SHEET NO. 223.350.es. SEE PAGE 6 FOR CONTINUATION 8 1 r,50' 5.13 acres 4. CHK BY: NT: VERT SCALE 5 of 8 a CLD N/A FINAL PLAT OF 197 Professional Design Finn f 164000108 SEC GROUP,INC. AREA Smith Engirreelig COnsuparrts•SEC Automation•SEC Planning LOCA " " THE TOWNES AT WINDETT RESERVE & 7510 Y 653LL A PLANNED UNIT DEVELOPMENT SEEPAGE7FORCONTINUATION RLE:saw -0/,fD7.Rrg PLOT FWSTANDARD 60560 O0 Q Q Q 0 0 .1111117_ PART OF THE SOUTH HALF OF SECTION 9, r� 7/EREBYOEDICA7ED• VIEW �_6 C.........,". OO TOWNSHIP S6 NORTH, RANGE 7 EASTcts>:sYsefsri7_E =Jr — razao• se9sriYE — 1�(p O II YORtcvtLLL;,Ke1)��c��tSuivTY, ILLINOIS—— g p Q %e/ �. x'�p0�,i°i wROAD A _v OO ' Lr�2lwO -- - .310.ST -- 'N o / _ _Oaf o yam �__ - / C] LOT 17 z7........; ,�Q Q 0000 OO 92;1.8N8 eq.6. /' / /----- "-- 111° BSL 2121 safes /Y I 'q ,tea /yVV13 /tF' "°. G°71-1.11..,./ "Y .., 4. ,Z --; a )22.../...7?...r 2oass' 'HERE �,5. /' / J L'22 2690 A 9 _ 20055- 59oO22tlT — -b _—06"Mt QQp // L i/ ID z 49 .� z cn 7:2 an m / /$ '.PP. J� BLANKET PUBLIC 071u7r& $ 9 L 1J DRAINAGE EASEMENT AREA / = g A BLANKET PUBLIC UTILITY AND ORA/NAGE EASMENT, IN w r�7 a ACCORDANCE IM7H 774E EASEMENT PROVISIONS STATED /, c e HEREON,1S HEREBY GWANIED OVER LOTS 11, 12, 14 14, j�g 15, 18 AND 19 EXCEPT THE EASTERLY 25.0 FEET OF THE w /�+'+ 1.01692.OG a N£STERLY 400 FEET OF LOTS/8 h/9. 23.35 acres —t- STORM WATER // MANAGEMENT / 7-aSL EASEMENT f 3a0• LOT 14 / 223.360 KA aSL—N 513 eves f ...j 0 1k6 GRAPHIC SCALE �4. (Df IrIIT) Rev PIPE I Wok-6o n O N PPIVAL PLAT z 30.0• ' f mom, ThE TOWIIES AT WAVETT RESERVE rf r5 a A PLAMED LAU DEVSOFMBNT , rO4KVCLE I-LAOIS ,Ti0. /c@SL ESL REM90NS DWI BY: WT: DAIS PROJECT NO. - }S FOND COT CROSS t. NTD 01/23/07 08049003-4 Poum c 2 DSN By: WT: HORIZ SCALE: SHEET Na 4 XC SOWN LINE OF ME SEA Nf2 SONE �S101E .. — SOWN SECTION 9-35-7 1319.96• S89°20�55'W LAR.ARED LAMS • CNK BY: MT: MERT SCALE: 6 Of 8 6 CLD N/A 1 16.4 Professional Deign R.n18184-000108 AREA LOCAnav MAPFINAL PLAT OF SEC GROUP,INC. Smith Engineering Consultants•SEC Automation•SEC Planning 759 John sate.Yakvi,IL 90560 L 630.559.7560E 690.553.7646 THE TOWNES AT WINDETT RESERVE .......0880do' ��a COMP.Ma 060790:5270610190' 490 5270 r907.Re, ANDARD '): .[][10[1 [10 0 0 0 0[1 0 0 PLOT WOE Fl604La 90 7 y--?( o A PLANNED UNIT DEVELOPMENT � CZ3 C:3 CJ PART OF THE SOUTH HALF OF SECTION 9, O TOWNSHIP 36 NORTH, RANGE 7 EAST C:\ OO YORKVILLE,KENDALL COUNTY, ILLINOIS o o O C3 0000 00 .°' FU7IJE Its MMTQETT RODE S EOMSICN - l,NT 2 SLOAIN - LMT I R AS DOC. 04-3630 I 740' 47'E rad r•ROY FIFE tOO a5L.� 072'EAST a.1. l 1 7.52.18.,30.00• 41I I -1\-SET CONCRETE sr4N5E7F I P I LOT 10 4 Ylo LOT V19077-1ii&S 14.220 sq.a ni LOT 1 I � AT 6G.&OI'tIG I i 4I 0.73 saes a0 15,248 KO. r3 SETBACK LINE I a ¢ - 4 0.35aaa I Ict too' d ,g P. a rad LOT I 99.73 ft. a. ilk � o L pg' d:. r - u _LOT 2 100.00 ft. LOT 17 I S693ri7'E T 940'- -a4e' 550'S77E I 123.816 rut I /xi00' I 750.07' _LOT 3 100.00 ft. 21.213.9ru 11 1 LOT 4 !0000 H. I _-Mau raw.J I O I I Jed a.J _LOT 5 10250 ft. I I T`P I Q 1-last. 71P LOT 6 10250 ft. LOT a & LOT 2 LOT 7 100.00 It. I -el 10.3 sats 1o.s ares g _LOT 6 10000 ft. J --E 1'7r700' u Sad I I-1 ^ 034 ma il _LOT 9 100.00 ft. rcoo I `1 ` asL 1 1r 1 N LOT 10 9599 ft. I max' I 1 > I 559sriTE p IH aSL-EFAMLY a I s6gsri7'E rsaw' p �j SE/8Ai^X 4Atl EASBI.9NT OETdL 'I"' 2 z ALL LOTS FOOT NAMEOW N) ROOT m I, 40 &S0, •W Z PROW. COK10 ROOT ROW AAO 5 rt?OT w s ii I asL SG!'=ITT 5 MANAGE 54.58119W5 L 1L� IkOT® xi 8 1016 gI 18 LOT3 8 Ni N taxa IQ p 5 15,000 slitL 15.000 out L EASEMENT OEEN90NS*ct MICR.MESS anmwSE NOIGED I? 0.34 rasa g1 Ig 034 saes g u�i W I! 2 NIDE 078 57006 SEMIS SANITARY worms 0R■A/EIE NAM ARE RIM ALONG SIE LOT LIES A SIMIAN ZO FOOT NDE 2 a.� _ 00 FEET EMI MO(MUTT AND MANAGE EASEMENT NM.BE C PR01DfD AS NpG1Ea y § SOMME I I I S�STITE 4,16 Ir P.U. p 1`4E- MESE Pu 4 1xiLD I e Z I [mo. 75007' j ` am QE1 yawl 1REAR . :7gAa( rsd u 4I 5E r QE w I� I Id aSL. I I L.E t 4E LOT 77 15.000m1t ,1 I Ig LOT 4 15,000m.R g LI I I s!'IBAIX SIDE I I 0.31 aaa .Fle l j r a.0.34 sea d IIILIE(rOTAL) ilk -f.- 70'P.U. 1 y�111 3 ate 8595717E I I d 1 sas7TTE I JL_ _ J LL O•P0. /MOW I �I3a0/• �V `� I I f Mf��l .1Y FMwT `4adH Ia0. I Tad'I WHAM ► . a. xi0' S. PROPERTY ME gie STREET I 7m M11 ~ aSL 1015 � LOT 6wa Ig 10.35 int! 111E -� -SNOT 10 SCALE I I 16,248 0.ffisoa.R ma' I RLI 0.358°'.nd g G. d. S u1 - LM.13 air- -- 175.0.'1 -- 1 GRAPHIC SCALE 71EREEY DEDICATED' � . a d1, r37.s_ SLI95T a - max' 35957r7E - - 1a .N -- o g (IN FEET) ROAD A I inch-50 IL 51 N��FNAL PLAT LOT 16 77,E TOEc/r-J AT W/1UElT RE 1/E 1,016,912 mJt a � SL A PLAMED LNT D,IIEwVBta�l46VT 23. ava SEE PAGE 6 FOR CONTINUATION 701 /LLE "'11'./13 RENS OIIS DWI BY: NT: DA1EPROJECT NO. 7. _ N7D 01/23/07 060490.03-4 ¢ DSN BY: NT: HORIZ SCALE SHEET NO. 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OVERALL SITE PLAN RR BPI¢N EAST FACE OF POSER PSE THAT UES APPROXIMATELY 270 FT SOUTHERLY OF(AS MEASURED �!o\ _ - �. 6-10. UTILITY PLAN PERPENDICULARLY To)THE NORTH BOUNDARY UNE OF SvsECT PARCEL A - -^# sear. - 70, PLAN& PROFILE ELEVATION:737.15(NM 29) C -fir J. ,,� A■ tee H"' -4IN 11-14. ROAD A (STA 118+50 to 129+75.56) SHE S N EASTBENCHMARK,F/AiCE OF POSER PSE THAT UES APPROXIMATELY las FT SOUTHERLY OF(As MEASURED s, ,R. -I` E r H(1r^r1E1� 15-16. ROAD B (STA 200+00 to 215+58.11) PERPEHOCULARLY To)THE NORTH BOUNDARY UNE OF SUBJECT PARCEL O:i �i' -dI "' �� 1 17-18. ROAD C (STA 300+00 to 311+52.09) ELEVATION:737.21(NOM 29) ";i' � = 19-20. ROAD D (STA 400+00 to 411+59.77) LOCAL BENCHMARK. 114:1447vy I I 21. ROAD E (STA 500+00 tO 502+96.95) YORIrnUE, 1.5 MILES SE OF,4360 HOMY 126,370 FT EAST OF HOHNAY 71 ANO 126 INTERSECTION,36 FT NORTH I T2. WINDETT RIDGE ROAD (STA 600+00 to 605+40.44) Cf AND NORMAL m CCITT OF HOMY 126,6 FT NEST OF TELEPHONE POLE N CO4OS1E POST STANDARD TABLET - R,.I GYWe 23-25. WATERMAIN/SANITARY SEWER PLAN d PROFILE STAMPED•T7 a CT11152' J ,,,,; ,.. �i/ axd4 28-30. FINISHED GRADING & EROSION CONTROL PLAN ELEVATION:727.94(NOVO 29) A i 31. STORM TAG SUMMARY NOTE: DATUM CONVERSION- (ENGINEERING PLANS DESIGN BASED ON NWT 29 St ) ' n aJ1.Y.d4an, � ' i 32-34. INTERSECTION DETAILS ELEV. (NAVE 118) .ELEV. (NGY0 29) -0.29' ! 14•,r ./,, ` ,�COI felT� 35-41. STANDARD CONSTRUCTION DETAILS i ,F ,;, j "�--r cmk I IMDAVIDMSCHUL CIVIL FAWNED?VI ENWEERIVG CONTACTS, I �!i: I ``Nell iei '�' CALL JULIE 1-800-892-0123 (630)553-7560 i 0 1.: ' _l _ _ NIIN INE Fp10N6VE BRAD A. JANSEN,EL,CM ENGINEER I E'f '� '�V 'g' 'S' I � Z ® cowry KENDALL (630)553-7560 ` T_AAk a7r—To0N5HM'KENDAL.TRP. CRAIG L OUT,,PLS SENIOR STAFF SURVEYOR •.w....,s L�r ansae sL v.y n t4 [�] SEG d•7/s SEG N0.j $6� (630)553-7560 wn ..., �`as �— r k,. 41 •y M hNm be/ae you ddqq (630)552-1409NOT TO SCALE `•a i Yom, (Eva.6 SIX.SM.. x) PROJECT STATUS DATE FINAL ENGINEERING SUBMITTAL#7 01-26-07 COVER SHEET DAM W. SCHULTZ PE BENSONS DM BY: NT: DATE: PROJECT NO. T. .NGS 07-26-07 060490-2 DATE.. 2 DSN BY: NT: HERR SCALE SHEET NO. 71-30-07 1 BAJ NONE £ROBES 4 CHL BY: NT: VERT SCALE 1 of 41 lEAL, S DWS NONE ggS • y V ; 8 I s W g N=y . 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FIRE HYDRANT w/AUX vALV£ TOP BACK OF EURO u855S OINERwg NOTED. al #9� STA 107+71.82 2a 00'L7 PROWS ADDITIONAL WATER AUR,FITTINGS AS NECESSARY TO DEFECT WATER MAN 250' .TSI t9•��. :: \, �� VALY£AND VALVE VAULT 12• ICONIC ROADWAY CURVES SO THAT IRE MINUFACTLWERT RECOMMENDED NAnVw U.E ,/ _� .��.• i COMBINATION TYPE COWCREiE CURB d STA=107+77.04 2300'LT OMICRON 6 PPE AT JOINTS IS NOT EXCEEDED ALL FITTINGS SMALL BE �� O CU77ER TYPE 86.7$BOTH ones CONSOWRO iNCISINGE N C SEPARATION O]Sl 6 64TFR NAE C REMENTS A .P o 0 ' 8 SEE SHEET NO. l7 STAND D SPEW.5 TIONS FWTERAPER FPA AIN CONENTS AND ''``.f A �[� , © + 104+00 ft-IZ"IIIIW!� la ROAD C 0� STANDARD SPEONGTKAVS FOR WATER AND SERER MAIN LUVSiR!/CTTCY w Oy`� ., `.® � a _�Y'�-011 I - 1,E WAIST AND SANITARY SERNQS SNAIL IIE BACD5.ID 604 SETECT OUNTLAR ,NO, VENOM S RP(E 1c p'�1Y.....V .1� 103+�C it a -r_ -' :5�® c I� , ®s NNATURAL UNDER SDEWALK DRIEWAY AND PAWED AREAS `V.L' C T\ _'jam-. ♦•••'`•k•••• J`• P _ ``� , ' et��. . •� A�iD 1EM�ur 9Au�ExT A avww�iWO FFFr!(r!9E vo PRD SOEIVALK R�� W.' ♦•••• .♦ ---___&111i1 `� STRUCTURAL SECTION. 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SIN MH 4'DIA STA ,04+BB 00 PRa°OSED 2- {yL �`l�_ �,� ,, e SEE NiFR5EC11ON DETAIL PLANS FOR fEOIETwCs/SIPPING!SWAGE AAD FRE A] STA tO4+Za54,2388'RT 45 WA TER SERNLE \ GRACING 6 INTERSECTIONS I V ,/�- • (TVP.) ��_____ I � PROPOSED GRADE UNE �, , Q 0104095 64101088 75 NI wSTALILD AT 8846.04 55.6 CORM BELOW 1l t. /\ \\, az 196 al Tit 4'CIA,R-ams r.I►T,Z0 I ' STORM TAGSO PROPOSED FaKIWY/RT BE INSTALLED AT A AAIwRN SO'6 COWER BELOW Tse MN TA 5'GSA TIF a 165 of 510161 Sti1NII7 a A2/8' 191 L STORM SUMER a Az Is• STA106+547040 LT STA 102+8314 5199'RT ROAD C DOSING GRADE UTE 1111r thdili' llfa° lir MV=728.60 SE Atk 1 �G'� RBI-736.3, 780 MH TA 5'DIA. 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ALL DISTURBED AM BACKFILLED AREAS w7M(UNDER)R)PAM AREA[9E VAl41 Cl)z �� AO01 0/41€101, *k 5'9SHALL 4.410 ER7ERm A NM=OF TWO FEET(2)SEWED PROPOSED PI N - o _ -.6 W TEMPORARY•Y TURNAROUND MN= VUTY CMIL SNALL OST INCLUDED IN rte FOR EACH 3 0 B+00- 129+00 1 5.56 CONSIDERED IV NE CONSMUMION Z $ W p.01 SFE INTERSECTION PLANS > FOR DETAILS ALL MICE STAT LOCUTIONS ro BUILDING PADS SHALL aE LOWED 14774 4 R 4 F POSTS WN APPROPRIATE MARKINGS O • -FL A , , , , '' SORE 40040 PLAN AND GRADING DETAILS FOP 976 MANAGE AND PROPOSED stoat 844 Q SEVER LAYOUT _ i. i N - - - -- 7) ALL PROPOSED CONCRETE CURB AND GUTTER SHALL BE 66.12 776E WE DETAIL) V 1 SEE NTERSECDOV DETAIL PLASS FOR 1OAETNL'S/Mr=&SOW=NO FINE + 70.0' AO'N uE GRADING mRseeltws CA PROPOSED WATERMA N ITT SE NSTALAsn AT 900141 54 05'OF COWER 2076 O COMBINATION CONCRETE CURB& o PROPOSED GRADE I E O GUTTER TYPE 88.72 BOTH SHE'S PROPOSED FGB:EMAN TO II NSTALLW AT A 1NOAN 50'O•COLE,BELOW r E0 L98 P.O CONCRETE SIDEWALK(5) 0 CONFLICT TAGS (TYPICAL SANITARY SEWER TAG 54 QSTORM TAGS 38 SANITARY Iii=70015 SAN MH 4'OA � 57016/SERER TAGS STA 727+70.56,24.00'RT WA 1ERMAN TAG 1177 -- 817 140 LN FT STORM SEVER C1 A2 21' 702 MN TA 4'DIA 77F C BLP=70244 0 0.765 STA 129+69.22 4000'RT © NNTDP MAN TAGS *ERT SEP=229' T/C=711.06 819 WN TA 4'OA, TIF C. 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LINE \��P, O STORM SEVER TAG 165 GUTTER TYPE 88./2 BOTH SIDES PROPOSED T" / ,(� PROPOSED POPQN.W TO E NSTALfED AT A AM6Af SO OF=CR BELOW WADOSING GRADE uw RT =150' J� `'\ `�`.�4, ' (WM LOWERING) 169 26 LN FT STORY SEVER a A2 15' 218 Ce TA 4'DIA,N-3015 e" ` 3 WAIERYAN TAG 200 ©STORM TAGS a asa• STA 204+9691, 1500'RT SAN AN 4'DIA �.\>,4 11P=72927 T/C=73851 STA 205+2210 79.00'R 49 C, El STORM SEWER TADS STORM SEVER TAG 165 165 63 UN FT STORM 3E11E9 a A2/8' 170 08 TA 4'DGS R-3015 NV=731.20 SW 4 BOP=730.77 O 0.495 STA 200+5264 1500'RT WV-731.15 NE VERT SEP-1.50' T =73557 20 SAN 430. O MN1ER MAIN 75675OVAL LOIIERNG) 166 C8 TA 4'DIA,R-3018STA 208+88.42 19.03'RT 47 INV=731.50 NW 219 26 LN FT STORM SEVER a.42 71' STA 202+5284 1500'LT WV-731.50 SW O 05ex SIMTART SEVER TAGS SANITARY TARY SEXILY TAG 50 T/C-73557 TOP=725.49 NV-731.50 NW 171 5 LN FT STORM SEVER a A2/2' 220 CO TA 4'OU,R-3015 STORM SEVER TAG 217 NV=731.35 he 0 2002 STA 204+9691, 1500'LT BLP-730.89 NV=731.00 SW T/C-73851 O COILICT TAGS VERT SEP=5.40' 172 INLET TA 2'DIA.R-3015 INV-731.35 NW 167 5 LN FT STORM SENOR a A2 12' STA 200+6069 15100'NT NV-731.35 NE 35 WAIERYALN TAG 203 0 2005 T/C-735.59 jid, OPITCH ATerwLr FOR RiP 728.65 STORM SEVER TAG 221 168 INLET TA 2'DIA,R-3015 NV=731.60 SE ZTi 000 570R14 SEVER 0.9.2 18' CURVE TABLE BLP=731.16 STA 200+0164 15.00'LT 217 210 UN FT STORM SEINER 0.A2 24" CURVE 024.79 RADIUS CHORD CHORD BEARING PC 57.59 PT STARCH - TRENCH BAOOEE(ALL U561305) VERT SEP=1.57 T/C-73559 0 a36x - C6 24.79 150.00 24.76 N1226'2616 200+51.55 200+76.34 (WAL LOWERING) NV-731.60 SE C8 59955 325.00 517.47 63535'06"V 204+29.59 210+2814 I + I SWLOT 16TARY SEVER RISER W • 9009 ROAD B HIGH POINT E.EV- 3913 . R y O F 8 04 8' 1601 mita INTTAMM +7064 ' •. . Vh STA 200+59.75,21.07 LT a•w • "a gn PN ELEV=739.12 . 750 . 11 P I II I .STA-706+555/. 1800 AK-JIB 750 I Ibm_7.1910 t 'per BURY EYEV-739.35 800'VC . y w WV=72880 NW 15 at . ,, . RAY-739.40 GQ as 44 G4 LIN NV-72350 Ar - . SAL - 4! TA'-201 30.49, 78.00'LT STA m 208+50.36 21.00'LT 4,R V 4 WV-72355 SW . 745 . . . ii r ELEV=736.40. . RVI-739.01 4►, ST =204+07.07, now LT. MY=739.38 Si pl . NV=725.25,N 61 `LME BURY E1.EV=739.0J I` 745 GRAPHIC SCALE NV=725 SE H5.v D w a s e 00 . -COSMO PROFILE Y . . MADE ONE -PRO'0.®Mena Rh=73670 © y m n WI _ - ' auk-LINENNEV=724.65 • MI = MOM • . • • NV=724.70 g - f• 740 Pr = m. 7401 loah neer lm - � -- � 7© aBac_ _'�! m m •. LOCATION MAP • 735 • N-l4 : • . 735 ,� ® 1i a o ooa�o00a - - . __� 730 O 0.o_• 730 ! �, 0 0 0 , 0 0 . , • 594 LN FT WA lERYAIN 8` .. :, _.� = 0 0 p 725 : : ► : 1 O 725 G ' o c' 0 a m 6Y Si. 33 FT NN 7ERYAN e" SIJ CIN F7 WA1g7TY,lD1 8- . 4...f.. 1 0Q 0 0°° o DO a 296 LN FT SAN SEVER B'PVL'SDR-26 720 • . . ,1 X52. •a4sx ria FT w SEAN e•P4> 50R-26 720 • . 1 4711 . lJ/UN FT SIN SEWER 8'PVC SDR-21 . . • •arms THE TOWNES AT WiNDETT RESERVE 715 y 715 YORKVILLE, ILLINOIS . . . . . . . . . . 104 LII Fr SAN.SE1IER i"PVC SDR-27 . _ . . _ _ . . . • .•3991[ . . . PLAN& PROFILE • EM5/NG DUDE PLE571OV . . . • . ROAD B . HMRLPOSED I E GRADE ELEVATION . . . - STA. 199+89.96 To 207+00 b REM90N5 DEN BY: NT: DAIS PROJECT NO. 're ..q no habj Ka na An 1fd ••ry ag _4 AT,a 0a mg 0g L JCS 01-26-07 060490-2 Tn n K T:Y1 r: ri r: eotl zi Pief AT{ 044 0.i 2 DWI BY: NT: FWWZ SCALE SHEET N0. ^''�^ nw "''¢� n ti^ ti^ n^ h n^ n "1: S BAJ - 4. CHK BY: NT. 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IQ t as r Y , 1,7 OO+Opt•.+9 Y Appy ._= L'FfL R OW d rc d th 0 th 1 d„ 10 O Q ,," U 2>! kW O 1 .171 g.dmmvm gams LN 1040A r X 00 a IV ,-- 3es a I N VS ar 11 Z ,� � N r� �r r N 30 i X333 ge 33 v � �€ � El F. 0 IA o in o In o in 13O N 2 U) d 1 ' 1N) N N N N N N N N N N Mode PNrYorW Oren Fim Y 164-01:0109 • SEC GROUP,INC. 1111 Smith Engineering Consultants•SEC Automation•SEC Planning 759 Jahn Street YakNY.0.60580 t 6301553.7660 7 690363.7646 i armsowaD.wa a,pa glroa � TOn COmP slpa6YC N�rsy� ❑t STORM TAGS „EIN ePLC Ba RTW Janes ROT RIC STANDARD A ' 558 MH TA 4'DIA 711 CL STA 311+07.94 4261'RT -PROPOSED 6. RIM=71255 ZEOM14 BUIE5 SANITARY SERNLE /NV=727.40 W (TyP•) 4:0FIRE HYDRANT W/AUX VALVE /NV=727.40 NE ANY EJOSIID Unu7Es ARE is BE FEUD VERIFIED PRIOR 10 OILSRMN UC Y STA-309+41.31, 1800'LT 559 24 UN FT 110772 NEMER a 42 15' 5EE FINAL PLAT 0'SI.O,NSW FOR EASON:NT TIRE 98E AND LOCATION. PRCPOSEDWATER SERNLE O aBJT FOR ALL CaF1NUA1VN 0<57057 SEVER NOT SHOWN d PIAN AND MORES (77P.) VALVE AND VALVE BOX 8' it. SEE APPROPRIATE GRACING SHEET. STA-311+1294 21.00'LT U 560 CB TA 4'DIA.R-3015 R R-J015 RN GRADES, STATION OFFSETS NOIR FOR STOW OMB STRUCTURES ARE 70 STA 311+07.94 1100'RT TO'BA07 OF ORB MESS 07FERa5E NOTED. ! T/C 17'1111.2...1 �72610 5 (DAD IPROWDE LIONAL r 05760 50 77747 4 77 Ac 'S 75 MAN ROMS AS INIXSEARY TO DEFLECT 11747717 MAN SEE SHEET NO. 1 6 /NV-727:90 w /^� _�W rN7EECR0R a:PIPE Ar.,OLNIS a NOr OORE'DE➢. AIL RTHMDN 9NLJ.BF ,1111 CONSIDERED INCIDENTAL TD INC COST OF MIER VAN CONSTRUCTION. NV=727.60E ILINNS I01 n r MEM EIMINININEIPIIIII + et- •ROAD ��-.i O 2.00X AAO.1/m SP'EOFV11RW5 fOP ratER ND SEMEIP YN/ Rf.O/XN N etre 561 5 LN F7 STORM SEVER 0.A2 12' N 2 �''� g �■ ' 562 INLET TA 2'DIA R-3015 ALL NATER AND SANITARY WINCES SNAIL LIE 84010.1 D NMN SE1ECT OPANULAR `, !�!= ■ STA 311+40.02, 1100'RTT/C MA11ML UNDER SIDEWALK Oq/EWAY AAD PAWED AREAS ,m�I^! �� iliM „4 I NV=73204 ALL DISTURBED AAO BACWRUED AREAS NTN/(LEDER)PAWED AREAS=EWAN iJ/ � ® III INV:72620 N 51�IeDRILENIT IO11NL SEMEN EXTEND A WARN OF TWO FEET(Y)BMW PROPOSED ,Z 1111 -�_ /• •, ��!`Mktill. �- �� 1 563 ZBQI STORM SERER CL Az 12•• RENO,BAGW LL SMALL 6E NOODVTAL TORE CONSTRUCTION O" 0 .� _310tA� 11 EACHry 76/7Y AND DE DOST SHALL E MELLOW IN RE UNIT PRICE FOR&CH UNI��- . PC �� , Nrs, 564 CB TA 4'DIA R-.�15 ALL 9RN,E STUB LOCATIONS Pp BUBONIC PADS 9011 RE LOCATED MIN 4 X J 0"-_ -©�;,�� _ . .r.,� '8' $ .�i7IL�, ' TTA JI17J02Z� 1107 Li • iV POSTS ION APPROPRIATE MARION= 03 _ ,e+1 • ` = NV-72810 S SEE CRATING pHµAND GRATING OXTAILS FOR SIR'MANAGE AND PROPOSED STORY + riiiiiill'41.iftoixassoll.. ,� I; *MAI INV- T 570E SERER 600LAYT. �e1� �` 565 5 UN FT STOP&SEWER a A?12• ALL PROPOSED 1E ow ANI GUTTER 9....E BE11 TIP[(SEE DETAIL) O ' O _- zuk.Ani ii :.. O 200.1 SEF GRADUNG OF CDOtl DETAR Pups RIP rraEDRrs/SIRPM 6304405 MD FDE �R �Z 1 0; Ili -� \ 566 10LET TA 2'O14,R-3015 PROPOSED NANiFRvAMD BE NsruLED AT 1RnaRR,SS'OF COVER BELOW Illii STA 311+00.0. 1100'LT 6- �„F d .: A I� TFC-7.7204 PROPOSED CRAVE WE inimm NI INV=72820 N PROPOSEDFORCNIAN 70 8E ULAI&NLED ATA INMASO.O'COWER BELOW DOSING O LIE ONE SAN WI 4'STA A 24.00'R A -COMBINATION 7E CURB& ROAD B I GUTTER TYPE B61.B07H SIDES SEE SHEET NO. 16 1ce2pI P.0 CONCRETE (SIDEWALK 1 )(5I - E STO6,w TALE O M UER MAN TAGS CONFLICT TAGS 26 SANITARY SEVER TAG 18 28 SANITARY SEWER TAG JO SAN MH 4,OVA TOP-721.94 TOP=72200 STA 311+29.61.x100'RT AL A Mr TAGS STORM SEVER TAG 557 STORM SEVER TAG 559 BO'=727.07 8O'=727.28 768T SEP••513' )ERT SEP=128' I Mr=TAGS 27 SANITARY SEVER TAG 16 29 WAIERMAN TAG TFT TOP-721.65 TOP.4 725.26 i/j4, OLfl6LOw ROUTE REMISE PITO1 A9WVNY FOR W4IERMAN TAG 314 STORM SEWER TAG 157 BO'-725.24 BO'-726.77 CURVE TABLE )ERT SEP=.159' VERT SEP=1.50' eeeneeww %M01 BAOTU(ALL UIVIES) (1234 LOUE'RNG) CURVE LENGTH RADIUS' CHORD CHORD BEARING PC STA TION PT STA ROY I at C13 1217.32 600.00 120.12 N0477524 E 309+84.38 311+04.70 Vorr•I T'!LOT NSWY SEVER ROAD C MGN PON s''ELEV=736.37 , OW POINT ELEV=731.85 MGI/PONT'STA-308+39.57" 'R 7' LO V POINT STA-311+07.90 . - • PN 574-308+58 70,E - PN STA.=310+4272 . A . • • • • • . PN ELEV=7386/ R. PN ELEV=7J.68 +t7 745 . •. . .• A.D. f79 II E `ir°�`2io°0D • R 745 . hpR/M 7 32 he SS w� A. 'NV- 20 NE gw 44 `rb pvi$ NS . . . . •740 . • _ D INV-722255 •® STA-309+4331. 1100'LT' ±^ 48 . • N ® BURY BEV=73113 n.. • n.. A VIV a 721.75 w 740 GRAPHIC SCALE ,� m. • -pR}T09ED FNaRE . AUL /NV-721.20 572 10 . Q m • W GRADE LRE m.. NV=721.50 N(6') . . . . . . W = • .y= • �v-7332/1 • . 735 . r - ---- _:- - - =EJOSOND mal' ,� • • I IN Tar) 7 3 5 1 inch_40 ft m m '--- --i.....!.._ _ LOCATION MAP 730m1 N I�IL . . . 730 --___---\ . z �• o IIS p00160 _ 0 _ 725 v sl _ 725 O 00�, _ �I . - .u7 LN FT WA7ERMAN B g . o O O . OM o 0o o O 720 . 0 . . • 720 O o N . _ 0000 OO ODO . 42 LIN FT SAN NEMER B•PVC SDR-2670. 0.4/72 715 715 127'LN ET SAN SEWER 8'PIC SDR-26 . . 00.41,7 �l Cl) . . • THE TOWNES AT WINDETT RESERVE 710 - 710 YORKVILLE, ILLINOIS PLAN&PROFILE . . . . . E EL DOSING GRADE' ROAD C • . . r--PRo osEo PROFILE GRADE OEVA7IOI - . STA.308+00 TO 311+52.09 m a:3 .. n�` 0,6- m m Rte REM9@1S DWI BY: NT: DATE PROJECT NO. &1i. r P C 0.i 0.i of 7. .E'S 01-26-07 060490-2 n n n n n'^ n IM z DSN BY: NT: HORIZ SCALE SHEET NO. S BAJ - 4. CHK BY: NT: VERT SCALE 18 of 41 308+00 309+00 310+00 311+00 si OWS 1•=5' > 1 11111 > gd= Q 1 1 >, ' tk a /§ x m 0 . . 1 11 a3@ !stp1. iv z E 8 q ! 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Engineering Consultants•SEC Automation•SEC Planning 0560 519 346 UN FT STERN SEVER a A2 Je' 524 INLET TA 2'DK R-3015 530 UH TA 5'DIA, TIF G. t69John 7.630.5,.7 46 0 Q408 STA 409+48.56 15010'LT STA 407+7140 2239'LT t 630.553.7560 LC551 TA=725.06 RIM-73045 • 520 NH TA 5'OA TIF a INV=72095 SW NV-72565 SE COMP.RLE: 40005p STA 409+3294, 1100'LT NV-725..35 SW PLOT FILE:STANDARD RIM=725/3 525 27 UN FT STORM SENOR CL.12 12' NV-72175 W woe 080490-20 INV=719.90 NE 0 0701 INV-72205 NW INV=720.80 SE it INV=77580 W 526 1N TA 4'OA,R-3015 531 72 N FT STORM SEVER a A2 72" T� AOa y� NV=714.20E STA 409+40.31,1500'RT GEIN�� TIT.•-72304 ANYCOSTING76 C UNEm ETD 46 5 4.7E SIE F057 D RM?TO CONSTRUCTION. 5 UN FT STORM SEVER a.42/5' INV..72085 NW 535 28 UN FT STORM SEVER a 4.2 15' COSTING I 0 2001 INV-720.85 SW O 2681 \ SEE FINAL PLAT GF SINDIMSIOI FOR EASEMENT TYPE SIZE AND LOCATION. 522 al TA 4'CIA R-3015 527 5 UN FT STORM SENO?a A2 12' 541 126 LN FT STORM SEVER a.A2 24• \ FM ALL CO TRA/AROV OF 51aPM SENDER NOT MDRN ON RAN AND PROFILES. STA 409+4031. 1500'LT 0 2001 O 0.791 SEF APPROPRIATE LiP.10N6 SHEET TIC=72504 585 91 UN FT STDRM SEVER a AT IY \ \ \ \� , WINDETT R I DG E TO DERECT NNW?mAN NV=72085 NN 528 INLET TA 2'0U,R-3015 \\ RN GRAOES ANO STAD]V o.x n 08 00 FDP sTGRM CURB STRICTURES ARE 10 NN=72045 NE STA 409+4456, 1500'RT 0 Q4 8 -O SUBDIVISION-UNIT I TOP eAa a:GM6 uwEss O7MRMRE ND/EO NV=72000 SW TA-72506 \ �� ALONG ROADWAY=HES SOPROVIDE ADDITTONAL WEFT MTHAT MANUFACTURERS RN FITTINITS AS YAECOM ENDED MAMAIW INV s 720.95 SW ` ♦. DEFLECTION OF PIPE AT"CN75 l5 NOT EXCEEDED. ALL FITOMS SHALL BE . ��j/ CONSORTED IMZENTAL 75 1TE COST O'WATER MMI CONSTRUCTION )4 ,-,\ / R 9� F� (mum 070550$1ERnGL SPARA IIW PER RPA REWNEMOLIS AND STANDARD S'ECIRCA TONS TDP WATER AND SME?MAN CONSIN CITCN IN ILLINOIS \ ALL WATER AND SAMTARY 5RWC S SHALL 1E 6.40611E0 NM SELECT CRAMAM SEE SHEET NO. 1 6 \'l 82 UN FT OF CURB REMOVAL MAIERUL uNOE?SIDEWALK DRIVEWAY AND PAVED AREAS ROAD B i I® 1�0o PSatbALL DISTURBED AND BAGnLED MEAS WT.+(MW)PA=AREAS SOMATA' aFiiiimmi a I ��' J521 '1 / . \ . \ AND OAL£w4Y 9INL IXIEND A YMILY O<EMD FEET(2)E1OO FRG'a ED N Z1 T e�r� /p P, ///,J \\\ .:. =VCRSTRUCTRALBAC ssnrxy m® .2a v i+ / E I.`\ GW 5.N/ DIE COST NOl0ED N 7NE NI FN1l FO EAf1m 7(�� B DD OIn \ \ ALL SERVICE STUB LOCATIONS m BOARDING PADS SIAL DE LOCATED NN 4 Jr 4 m r�.C�,/l�/Ie=�W�),wIItire,;4 41 ♦• POSTS NTH APPROPRIATE MARKINGS. (0 "I'- � ,•,, � - SEE 5RADNf PLAN AND GRADING DETAILS FUR SITE MANAGE AND PROPOSED STORM = Z % ` Y C15 SEwP LAYOUT. 5.4 m nip 408+00 - 409+00 -� ALL PROPOSED CONCRETE MN?AND GUTTER STALL ILO 6512 TIP[(SEE DETAR) Pi T. T`� vu YE AND vAL YE BOX 6• JN III -moi PC ©� ® STA=411+2231,27.00'RT SE NRFSEUTION°ETN.PIANS FOR OEOEMICS/57RHNG t 906405 AND FRE "l ,ern -p�� GRADING OF INTERSECTIONS z ' s O D ■ MA �� PROPOSED GRADE L w 70 BE/STALLED AT WARM SS'or COVER BELOW � 7Y+ C r��P�}� FIRE HYDRANT W/AUX VALVE PROPOSED LIVE A 561,E 1111 COMBINATION CONCRETE CURB R `e►' STA A.417+77.55 78.00'RT GRADE 1D IT NSTALLED AT A WARM 10'CF COWR BE/.0W TDO ---- --) 1 GLITTER TYPE 8412,BOTH 9DES DOSING �I TOO R I O CONFLICT TAGS + u.E� _ -----/ P.0 CONCRETE ��_•_.pV6-n Ti STORM SENEIP TAG 519 0 V (TDEICAL)(57 70771/MOD TOP-717.36 0 ( , 0 STORM 50100 TAGS WATERMAN TAG 409 80°-719.01 O NN TER MAN TAGS VERT SOP=7.65' ® FIRE HYDRANT W/AUX VALVE 22 WATERMAN TAG 215 STA-408+50 1800'RT SAMTARr SENO?TAIL TCP=724.33 STORM SEVER TAG 531 E4p) STA=407+6846 21.00'RT BOP=725.83 L% RNs 75006 O =EMT TAGS VERT SEP-1.50' (TNM,Lou )ERINGn NSW 5M 4'CIA 23 WAIERMAIN TAC 215 / \ STA 215+2144,2.100'RT i//jj O W MI ROUTEY FOR TOP A.724.22 STORM SEVER TAG 555 CURVE TABLE BOP-72572 CURVE LENGTH 1 RADIUS CHORD CHORD BEARING PC 5Th TION PT STATION i 199401 1610176.1(ALL.UTILITIES) NM ammo C15 290.38 500.00 286.32 N24'6'0414 408+29.28 411+79.66 SAMTARY SEVER RISER W f 41 LOT 70 ROAD D PM STA-407+32 LOW POINT ELEV-72487 . PM ELEV-73150 • - LOW POINT STA-409140 h . • . . AO..--139 PM STA-408+7014 . . . . K..31.34 PM ELEV-724.49 Ni 105.0'VC AD.=357 n . 740 n� 46-4032c • • • 740 .F.I = = 1> RM-731.20 ton ml6 . . . 19 NV-72:.5564 gn 4 m ~y . WV 721.40 ~ itn. VN rn 735 Y yW 3, g a` 735 GRAPHIC SCALE n • N ,,.44, . g .It, . . . m w STA=4n+n.a feoo'RT _ . U)= STA-407489.44.21.00'RT W BURY 4Ev-72595 - - - _ . .m r --- I RN'-72885 -PVEP0.¢D PROW ® RIM-72607 3, •21.00'RT (OI FST) 730 .=Z E .04 sr ILL-- 524oD1 GRADE 730 1 Lneh-40 R .m m eusNAc PBfraE m IN, _ - OTo!dm .EAaE TIE L.00ATION MAP 725 z D ___ ��ikall 4 1 _ 725 -A 00000001 - - m0 I c....,`o720 { �'- 1 a ..-T.�- 720 op0 fi . . . 0 0. O48J LN FT WATERMAN B' . . . . aOO7]5LZS LN FT WATETrWAN e•. A . . . . . . 715i o cm o o . 171 UN FT SAN SENER.8'PVC SDR-26. . . Dn 0000 '0, °0� • ■0446 20 ,Q 1® Its LIN FT WAiERMAN 8' l 710 10 710 ....... • THE TOWNES AT WINDETT RESERVE 705 - 705 YORKVILLE, ILLINOIS PLAN& PROFILE • . - EBSTNG GRADE ELE4447104 ROAD D . HPROPOSED PROFILE GRAS BANTKN . STA.40')+00 TO 411+59.77 08 m-S as .R n.2 of IH,,, on -4REVISIONS DUNBY: NT: DATE PROJECT NO. 1. --- JCS 01-26-07 060490-2 AS • Io Mid + KK Ai '5.N nK 4.,,, n^ ...... P n$1 n^ n^ N.k nR ' 2 DSI BY: NT: HORIZ SCALE SHEET NO. S BAJ 1'=40' 4. CNK BY: NT: VERT SCALE: 20 of 41 407+00 406+00 409+00 410+00 5 DNS 7'-5' 8111106 Prakssional 64Design Finn#184-003106 SEC GROUP,INC. O# WATER MAIN TAGS Smith EnJohn Streak gineering L sA7NeSEC Aubmetion-SEC IPIennalg []STORM TAGS 60560 500 67 LN FT wA m7MAN e \ 630253.756053.76415 9090.�R5 eximsanneessetwop 0mm 107 166 LN FT STORM SEVER CL A2 75' 501 VALVE AND 54.VA1£ear 6• COMP.PDE'06049p-PNp-500 PLOT FIC£.STAIDARD * RIM=734/2 13 RT \ 0 499 1 ` 108 CB TA 4'DVA.R-30/5 1$lE OBa90-?/ „3„......... ..--- ,A.-- STA 501+3876, 15.00'AT 503 fIRE HYDRANT W/AUX. VALVE TIC=73}.68 __ STA=500+36.39.44.62'LT NY=727.30 NW BURY ELEV=731.11 /NV=727.60 NE GesEesIL NOTCS \ NV=727.10 SE ANY EXISTING 57118165 ARE TEL 6E DE15 149 FTED PRIOR 70 CCWSIRUCIION. � �I�� 109 STORM SEVER a A2 12' SEE FlNAL Pur OF 51.19w6SO4 FOR EASEMENT TWO SIZE A/D LOCATION we \ Ir�iY' S 110 INLET TA 2'OK R-3015 FORSEE ALL CONTI7E DLA OF VOW SEVER NOT crow ON PUN AND MIXES \ \ \\\ �/ .A,S, STA 501+27.65, 15.00'RT RN ArE(DAWN SHEET. • "l' i�'=731.71 7�rn BACKNID AuA o71@3PiSHOWN lSE 7 FOR SWAN 8861 STRUCTURES ARE 70 rzCOL` IY4 I A00 PROLIX ALpD7VAL NATER MAIN Fl77INCS AS NECESSARY TO DEFLECT WATER MAN ©k,°bYp..•Ai O ,G ALONG ROADWAY aAP1£S SO R/A7 WE MANUFACTURERS IO 5 SHALL D WAXMAN 111 36 LN FT SR7RM SEVER Ci.42)Y 000951 ON 7 PME AT JORS IS NOT EXCEEDED. ALL H1LNGS FALL LE \, O 0 O a83X CORSDERM INCIDENTAL TO THE COST a'WATER MAIN CaVS/N/Cnom f! Mk a ��,y_ �VW,* ' 1/? CB TA 4'DIA,R-3015 U RO IAL SEPARATION PER APA AIN CONNll75 ANO v -.411' 4� �'� STA 501+2876, 1500'LT STANDARD SPECIFICATIONS FOP WATER AAV SERER MAIN CD/NSTiI/CIYRN N ILUNOIS � •�\ ,E't 1 X �� T/C=731.88 �k 4 -� }v� O /NY=727.60 NE ALL WATER ND SAUTARY SEANCES SHALL BE BALY6Elm AN SELECT GRANULAR O t`/ I vat /NV=72760 SE ALL WA L ND ANTARK a6ICES AND PALED AREAS ''�� e \ ® ''n� 00 �� ( ALL DISTURBED UNE AID BACKFILLED AREAS N PA ED ARE)PA IID AREAS SIDEWALK \\ �'® ® �\ 113 [ S7aRA7 SEVER CC A2/T• SAND ONLEANY SHALL TRUCTURAL.SFCIlP�i EXRTD A NAI#If.M OF 711D FEET lY)BE)'OAD PROPOSED \-� -.. �•�� 1 \ , 114 INLET TA 2'dA R-3015 EACH nu TIF LOST INCLUDED N THE TINT FOR EACH SAN AN 4'9AA ' t�'iil. M STA 501+27.6$ 1500'LTT/C u6UlY. �� ® I�� . '�� r/ NV =731.77 ALL SEANCE SR.6 LOCATIONS 70&MDIAG PAPS SHALL BE LOCATED NN 4 X 4 POSTS2 INV \` �� .\ O Pio 1 SEE G NTH APPROPRIATE GRADING MARKINGS O CONFLICT TAGS i`` I'� r® � O��C J/s -s�51 TIE a SEAM AO PIAN AID GRALWN DE7ALS FOR 9/E DRAINAGE AND PROPOSED STORM ® :1,1,s '( STA 114+74.26,27.00'RT RIM 12 N•A7ERMA7N TAG 121 �aV� _*,� IyID'�eys- NV=721.50 SW ALL PRO^O5E0 0000E7E 5*70 AM a/7TER 9/KL LF 66.72 TME(SEE OCTAL) ILP=72525 o9$��_A�' =nLSI NESEE NTERSECRON DETAIL PUNS RR 7EpFRWGS/STRIPNG R SONE AID NNE SANITARY SEVER TAG 2a •� �1ALJ081�W�■ GRACING OF NnTr55cno99 BLP=72875 ® 317 23 CN FT STORM SEVER¢A?12• VERT SEP=1.50• �!�E O am PROPOSED OINDED WA LM TO EC INSTALLED AT LN#IMI Ss'OF LDIER BELOW ( LOVEI�G) ii' 378 INLET TA 2'D/A,R-3286-8V 13 STORM SEVER TAG 107 1111 EXSTING EORCEMAw ro Al INSTALLED AT A UMW SO'ff COMM BELOW �. VALVE AND VALVE BOX B• STA 502+47.91, 750017 EtlSTLRG MADE LAZE 80'-727.00 'r STA=502+47.51,21.00'RT T/C=73231 WATERY/AIN TAG 502 NV=72830 NE 7010-72550 ��-.�I-T VERT SEP=1.50' MH 4'OTA 319 99 LIN FT STORM SEWER CL.42 30' LEGM11L 27 TA 501+87.23 1800'LT O 0.5/X a STOW SENO!TACO 14 570.RM SEVER TAG 379 FIRE HYDRANT W/AUX VALVE BLP=724.48 STA-501+11.21,21.70'RT 320 ANI TA 5'DAA. 77F n WATERMANN TAG 506 CO0E11041100 CONCRETE C)R8& STA 113+64.12 30.00'RT O 0N7ER MAN TALO TLP=72214 GUTTER TYPE 13812,BOTH SNE•S RIM=73230 VERT SEA-234' INV=72500 NW -P.C.CdA27E7E INV=72810 SE A SANITARY SERER TAGS /6 STORM SEVER TAG 319 SIDEWALK(5') NV=722.00 NE TCP-72473 (TYPICAL) SANITARY SEVER TAG 26 .729 69 LIN FT STORM SENOR CL.42 30' O9 COl47.107 TACO BOP-725.58 O 5365 VERT SEA_085' -PROPOSED 2 WATETAVERSE FOR 17 SANITARY SEVER TAG 26 (lw)SEANCE `/`, OI MN Y Ta'=726.35 STORM SEND?TAG 317 PROPOSED 6' CURVE TABLE BOP=72808 SANITARY SEANCE CURVE LENGTH'RADIUS CHORD CHORD BEARING PC STA77gN PT STA770N i WENCH 8450LL(ALL OPLOIE5) VERT SEP=7.73' (-•v C7 134.94 10800 _124.94 N15'40.491- I 500+70.83 502+0577 I >e•I SAMTARY SEVER R aw& !0/ 1 !LOT NueDe ROAD E . i0 1.I^ • 2 n . • { n ,: A 745 745 ,1 A Y1 �� . 4�.no.. • 7 S .j4 S . . . . 0. 00 4 . .�0. . . . ROI 73230 740 INV<72665, A SEA =50 71.21,2.7.151 .RT RIM-73206 740 GRAPHIC SCALE . 78187 ELL(-7.]7./.T - 27 /NV, /2990 NTI • • /NV=722.95'St . . p80p0160 PNOFA.E 57.4-502+47.51.2100'RT . me • • • VO ' -Q7s7NG PROSE • GRADE LANE • ; '45. RAN=73242 735 GRADE LIF ��. �- --- : 735 I inch r 400}R ts a _ _ �ocAno►v MAP 730 - - --------- �� 730 �� ■ � �1 : : . . ooa0000al = _ 725 H -. ..A. 725 Oho 0 0 - O f0 op pp p . 282 LN FT TAN SEVER 8-PLC SDR- • Q , - 720 •5475 _ 720O O W Q 7•a N II SAN SLAW(a' suN-z# • W 9 • 1_. ...77"6"-61 p0 QQ . -- -{161,181 F7 wA7ERYAI,9• L7x��[i 715 ill.., . . 72 LIN FT MATERIIATN B .♦.. •L 715 . . • . . . . . • • . . : . . . . . . . • . . • . . . . . . THE TOWNES AT WINDETT RESERVE 710 . 710 YORKVILLE, ILLINOIS . _ _ _ _ _ _ PLAN& PROFILE • • . MING GRADE EIEYATXA ROAD E . . . . IF-PROPOSED mallE GRADE E:BNA7 V •. . . . STA.500+00 TO 502+96.95 - 10,1 uh N•A, .41 $ �` 07 L NENSIWS DM,BEGS NT 07-25-07 DATE: PRO.ECT 2a o O ay h vL�1 ^ n w n n A 7, 2 MN BY: NT. HORIZ SCALE SHEET NO. 1 BAJ 1'=40' . - - • I. CHK BY: NT: WTI SCALE: 21 of 41 500+00 501+00 502+00 5 DWS 1'=5' IISTORM TAGS 822 INLET TA 2'a9.R-3015 857 138 LAI FT STORMSERER CL 9.2 27' 836 INLET TA 2'a9..R-3286-8V Ianda PeateY0onalDow7 Fmm°184°°°106 STA 600#57.54 7500 LT a 0.545 STA 603+35 15.00'NT SEC GROUP,INC. 878 NH TA 4'DOA, TIF a T/C=709.29 T/C=717.85 Smith Engineering Consultants•SEC Automation•SEC Planning N STA 127+57.56,39.00•LT V=70550 S 812 IRI TA 4'a9., TBC INV=71310 W 569 John Sheet Yo*Ais,a 60690 RN=709.45 STA 60718.50 3Z00'LT B2J 26 LN FT STORM SEVER a 9.2 15' RN=71555 6.57 193 UN FT STORM SE7WR a 9.2 24' i secgro pi 530.559.76411 INv=705osNE aa77x INV=7123550 aa7e5 °19°P"G°" "0 °'°oO""m " WV=704.95 W824 WV-712.00 N carp.FILE o6a49a-PNP-eoae.y a�"��r-+�-i 819 7 0.795 5701444 5E9E8 CL'42 l8' ST TA 4'a9.,R-3015 moo' WV=710.50 W BJB EtNTA 4'a. i8G PLOT F6E.• 0-22 STANDARD STA 600+49.54 1500'RT STA 605+40.31,35.87'LT E9`aBaw6-22 T =•709.27 637 19 UN FT STORM SEMEN a 9.2 15' RN=72445 820 CB TA 4'0.A,9-3015 INV=70560 N O 0.795 INV=720.75 N v. INV=70560W INV=713455 STA 600+49.54 1500'LT 834 CB TA 4'DIA,R-3286-8V PROPOSED MN 70 BE C-BIEP61 ,512MS T/C-709.27 825 5 UN FT STORM SEVER a A2 12' STA 603+35 1500'LT INSTALLED IN UNE 61777 WV-70540 N 0 2.005 T/C=777.85 £37577140 24'57091 SEVER ANY EDSVNI0 U1NBE5 ARE 70 9E REID 1£/WED Pn6R TO C0/SIRUCRON NV=705.40£ NV=712.85E (REMOVE EM5TND as 5£07701) 9E FINAL PLAT LV SUBDIVISION FOR EASDIENT 779E SEE Ale LOCA77•0. NV=70520 SW 826 INLET TAY DIA.R-3015 INV=77250 NW STA 600+57.54 15.00'RT PDR Au CONTINUATION UATILN OF STUR SENER NOT ROM ON PIAN AND MALES821f 5 LN FT STORM MVO?a 9.2/2' T/C=709.29 835 27 UN FT STORM SERER a A2 12' EX SAN MN 4'CIA(BY OTHERS) SEE APPROPRIATE OPADNC MIXT. 2005 0 0.935 /10 STA 605+44.36,23.00'LT SEE SHEET N O. 14 NY=70570S ` or.:Ivor/WO STATION af5E79 SMOro FLR STORM ase STRUCILNES ARE 7O RIP LaIRB LRILE55 ORERwS N01FD. ROAD A LOT 6 LOT 7 LOT 8 20.0 ° LOT 9 LOT b PROVIDE ADDITIONAL WATER MAN 115005 AS NECESSARY 70 DEFLECT WATER MAN I WINDETT RIDGE ALONG ROADWAY 0477£0 50 MAT THE MANUFACTURERS RECOMMENDED WARM., OMICRON 0.F PRC AT JOINTS 6 NOT EXC®EII ALL PiTTMGS SHALL BE SUBDIVISION-UNIT2 0.N INCIDENTAL TO 777EmsraWATERMANCONSTRUCROM IA . ® I 16 1.: UTILITY OPOS9NOS VEROCAL SPARA PON PER CPA REOIEMENTS AND ,L® © �� m 3e �-2 STMONP0 SPEORCAROVS FOR WATER AND 9188 MAIN LDNS7RUCINN N SAN A/Fl 4'a9. --�'�` STA 127+7056.2400'RT I Q l�q -_�� 0 4� --�� mon C IUNCIS 7/S®�IERM .• ALL WA7E4 AAP SANITARY SWNfFS SHALL E BABACKFILLED WAN SELECT GRANULAR ., (, �sw fdWIl f/ A . MATERUL UNDER SIDERAGC DRIVEWAY AND PAVED AREAS IMP,4.01117, 9� 1.' - ALL DIS7U.4BED AND BADI011lED AREAS WTIrN(UNDER)PAVED AREAS SDEWKX - 600 00 ��• 1+00 - 602+00 - 603+00 0 3_6041 00 o W c- 605+00 605+40.44 _ _ _ AND DRIVEWAY SHALL EXTEND A IlNfllrl E 7770 FEET CS7 E1ENO PROPOSED m STRUCTURAL WORM 1- u N W PC PT t - - � TY AND 778 COST 91.111 E!Nay= Fp EACH O MOREL RNLI.E CONSPIRED NaENT I :-:` .. •• ,. ,q T 90575 WAN APPROPRIATE AWNINGS UTILITY I + '' ._. •..�-.. .. �... �...�... ... i _ PADS 9IAU ELOCA '• illre-: ALL SRVICE SRN LOCARWS 70 WINDING TED WAN 4 X 4 if. SEE GRADNG PLAN NO GRADING E'TALS F04 9TE DOANALE NN PROPO/iED STO97A3 = 5908u>DUT._ IALL PROPOSED CONCRETE axe AND 8171ER 94411 E 86.72 779E(SEE DETAIL) .l INTERsamcw DETAIL PLANS N FOR LEOIIE7RICS/SIRPWG a SRLNAEPO APAC LOT 5 LOT 4 LOT 3 LOT 2 LOT lGRADING OF ROAD A -P.0 CONCRETE PROPOSED�70 E INSTALLED AT MINIMUM Sr a COVER BELOW SEE SHEET No. 14 -PROPOSED 1' SIDEWALK(.57 PROPOSED WA 795 SERVER (TYPICAL) PROPOSED 10 014470 70 E N57.411D AT A INMN ST OF COWER BELOW (T') -05481N4 OLIN CONCRETE CURB a 0857780 GRADE Leve FIRE HYDRANT W/AUX VALVE GUTTER TYPE 86.1$BOTH 9DES OCONFLICT TAGS �' STA-600+4591, 1800'RT -PROPOSED S6' UX VALVE ��B•Y (7P) ra STA-FIRE HYDRANT241,9./800'RT JarSr7e 12 38 WAIERYAPI TAG 133 60 VALVE AND VALVE VAULT 16' ❑ 5709E SLIER TAGS =699.43 STA=600+40.91,21.00'RT / SANITARY SERER TAG 54 BOP=700.930 BBI 4'DIA / MIER MAN TAGS 19977 SIP-150' STA 602+3974 2201'LT //�� ORAL ') /,\ SANITARY ER TAGS 39 SANITARY 576(9 TAG 103 L TDP=70206 STORM SERER TAG 511 0 rnM7ICT TAGS BOP=704.78 VERT SEP=272' 0 47 SANITARY SERER TAG 707 ' / ,/,, 808809£PRD/PARNw1Y FW LAN=70854 CURVE TABLE 1ERf1Ow ROUTE STORM SERER TAG 833 CURVE LENGTH _RADIUS CHORD CHORD BEARING PC STA RD4 PT STA770N i� TAMEN MOREL(ALL MIRES) BOP 9=8- Cl 2818 7000.00 28.18 NOO'45'44.9 604+57.98 604+80.16 1Or-.I SAMTARY NSF1P VERT SEP=416' WINDETT RIDGE ROAD •LorNualm LOW PANT ELEV=70909 o• a.LOW PONT STA L 600+,9.50 o o L. PN STA-800+69.61 +4 '1844- 724.50 ' ' 6$. PV ELEv-70896 24 N ^ INV= 714.50 N 730• 730 1 ll K A.D. 1 SJ b, '/ .NV= 714.20 S.(PRO=OFED cOVNEC770N ? SJ.ce vc - - y - , I TO BE CORED AND d007�(J) . �� I �W 725 5. .5 K • .OQ STA=603+4241. 1800'RT TPNLP09FD PRaVE 6,• Li 725 GRAPHIC SCALE o BURY as,=liars v Num.AC . Cil S m 4, ARui=71487 NI MI 1N 720 'STA=600+4091.21.00 R INV-70460 S ! • (07 no) � � I 720 1 Inch=40 Ii • (FADEF�/E ilE �" �! Eli60645791, i oo RT iw - LOCATION AAAP 715 _ ■I i�� 715 . NV=69865 �- - - IIS-: p �� . 1 69860E _-- " :_- ---. 00000000 710 �.. ==l8 LA 710 °o°CD 00 • � - 1 / te7..y. OD705 lli a 1129 SEMEN e'PIC 9Ja-26 705 O o f.�� -'� • ; o a a o 0 00�°0° 1 700 V'-CO2 LIN F7 WAERMI r CONNECT TO EXISTWG VALVE VAULT 700 . . .-,UN FT SAN SERER 8'PVC SDP-26Q 78 UN FT w 7EI6MN"16 2379 N I THE TOWNES AT WINDETT RESERVE 695 695 YORKVILLE, ILLINOIS 1.1,O PLAN&PROFILE E105i4/C 689.0E(1£MA71DII WINDETT RIDGE ROAD CO• • • • �PRLPDSDPROFILE GRADE ELEK1710N - STA. 600+00 TO 605140.44 wM� n0. oq wo b n++ r nq n 0.6 ho n WAGONS DEIN 8Y: NT. DATE PROJECT NO, 'n $ $ g 7. .105 01-26-07 060490-2 Mil .,� NR n:id a« o„ ti ~i 2 MN BY: Nr. HGIZ SCALE SHEET Na I BAJ 4 CHK BY: NT. YERr SCALE: 22 of 41 600+00 601+00 602+00 603+00 604+00 605+00 S DWS 1'=5' Inn's ProM1MMdW Deign Fern•184-000108 • SEC GROUP,INC. flSmFthEn9lneefinCoIsuftants.g SEC Automation•SEC Planning 759 John Steed YDXVEIs,IL 80060 Lrnmsongrouseinacom M0453.7560 T.630.553.7646Z� /` COMP. 06W90--PNP-SAkyy tingindon91069SempoOpinc.core PLOT FILE:STAAVARD 1 ." TP A STTA 301+i5D7IA OWN 9, 19.00'LT NEW 060490-23 SEE SHEET NO. 25 SAN MH 5'D/A(1735D) A L NO7E5 575 306.40.94, 1500'LT SANITARY 200 ANY DOSING UTILITIES ARE TO BE FELD MIRED PRICE 7D LVEiRUCINM SEF FINAL PLAT OF SU ENTRO+7 FOR EASE7EAIT TYPE SIZE Aro LOCATION. FUTURE 24 EDP ALL CONTINUATION OF M SEDER NOT SHORN ON PEN,NE PROFILES SANITARY SEWER sEE APPROPRIATE GRADING MEET. /� �r YBSD) RN DRAPES ANO STATEN OFFSETS SNOW FOR STRM COW sTPoRnoes ARE ITT 2S 0' /_\ ) \ I25.D' / TOP BAC!Or CURB UNLESS°THERESE NOTED. U.E /<\ , ` +`}ACg'WV� / > PROWDE AOdTLNN WATER MAN FIRE=As IFQ33MY ID OEFIFCT WATER M.W—V 1 e DNMC ROIOMIY CRIES SO NMT TLE MAM/EAC7IRSR'S RECTEENOEO MAMMON\ OLRECTION OF PIPE AT A3NS IS NOT EXCE DED. ALL TIT ER SHALL BE 70J+CC 1G2+00 111X 0 104+00 J05+00 06+00 107+00 I "1CM�ERED NCEENTN TO T E COST Oe WATER MAN C NSTRLICTON. r1 I -4 f 1 1 f f 1 41 Q f 1 f f l 4 1 4 4 1 f d f / —f I f f I f 4 1 O UTILITY CROSSING;VERTICAL SEPARATION PER EPA REOLI EMENTS AND 302+00 303+00 .� 304+,.• 305+00 306+00 307+00 308+00 —= N STEWARD SPECFiTA TMLS FOR WATER ID R ASELLER MANN CONSTRUCTION LUNDIS ALL TER AND SANITARY SERMRZS STALL BE OCIMILLEO MTH Warr GRAMLAR ,0011 ' WA}}►►�� N RID BA MATERIAL OVER SIDEWALK 0/649194Y AND POW AREAS Vi/% m I ALL DISTURBED ATE AREAS WNW OMOER)PALED AREAS SW...-- -- --- # ---V7 �- ^No"s .-- m AND S FXENO A WELDS OF TRIO PEST(7)EPROPOSED 5 STRUCTURAL SECTION. O+ ` - - /'� - ----—,� �� --�- - - - - °°$Twc F.nw - - -RCL/K/FJ Rt/l/TE 47 - j Q EACH TY AND C00LL SHALL OST SHALL BE INCLUDED IN INE UM PRICE EACH D INCIDENTAL R7 THE CONSTRUCTION off A� • ALL SERM�STD LOCATIONS TO OOLONG PADS SHALL BE LOCATED MTH 4 X 4 • 10 FIRE HYDRANT W/AUX NADINE S A te W+ia VAULT T2' - - ----- -- W N POSTS WIN APPROPRIATE MAftlmFGS 00 STA Jar ----- ----------- ---- ------ 00+ -----_-_-- �I/O^� A SEE LRADNO PLAN AND GRADING DETALS FOR ST:DRAINAGE AND PROPOSED STORM ..__-------- - - - - - - - - -W SENEA LAYOUT: -- i- STA=J04+01.5$J.00'RT 0 SEF NIER.SECITpN DETAE PLANS FOR GEOMETRIES/S/REVE a SIGNAGE AID NE -_--- -�-�'- _--- -. ---_--- -- _ __C----L. 0 GRADNG CP NTDRSECTONS __ --� ----• `'-- �� _`N. PROPOSED s11ER11AN/O EE ME7AHJm AT INIIXN SS'OF C01E1P BELOW _ ------ -r -------------- `\\ / ® F'NE HYDRANT W/AUX VAL I£ \ PRDPO.SED GRADE LNE _-- _! ---- -,- --- O \` STA rig 30D RT \\I PROPOSED IuexMAW 7D HE',STALLED AT A MNEUM SE Cr COVER BELOW ______------ ---/3\ SEN ABI 5'D1.1(YBSD) I 11111 COSTING LEASE LAE STA 30J+4094, 78.00'LT EVSTINB t_ / EDGE OF PAVEMENT ,, LE D nSTU M SWR TAGS f0� WATER AGN TALE /+\ SANITARY SERER TAGS OCMFIICT TAGS ga1E 4, A rIERGE PITCH PADWIEVY RE PROPOSED 24'('COM ED)INTERCEPTOR TO BE DESIGNED BY YBSO UNDER A SEPARATE COVER TRENCH BACOLL(ALL UNITES) i---1 sAMTARY g1ER N.SEJP t LDT MYYIBER'R WATERMAIN/SANITARY SEWER . . . • . RIM=735.62. . . INV=716.40 NW 745 (3 NV=i744i5 SE NE vv-ieioNw 745 /� INV-71E7;.,.0 . A RN=73.190 WV=714.70 AR STA=304+04.X,3DY RT INV-774.75.%' BURY EZ£V=.7J6.15 STA=JO7H-04.57,5.00'RT R9UR"EEEV 7.76.15 740 I\ 0 STA= .4.10.58 1 f MAD — ' 740 GRAPHIC SCALE 1.....--.....J 710 aTn=JMHTTR' aNl!NI RYM-7J0. D n . • . \ BIRIY EIEV=7.)1.85 - . al 40 ---------- --- ------ n • 735 735 - --• ----- ------ 2 y L Lie `1,< ---------------- • I"m• . . z i: tMAP. P 730 ,., 730 a m m R i c _� .._. _ y z• o000000a 725 D W ro 725 ��0 00 /' aeOB/Ecr To DOSING vAL1E + O°° °°00 720 : : _ 720 0 En c30 o : T. 0000 00°o°r 715 • • • — . — • • A o a 6.f7 SAN SInER 24(Ys50) 715 . 0) 4 8 D .TFT SAN 3EN£R 24'(19S0) /� THE TOWNES AT WINDETT RESERVE 710 _ 710 YORKVILLE, ILLINOIS 62 UN f7 SAN SERER 24'(YBSO) ZT7 UN FT SAN SEaER 14(YBSD, . PLAN& PROFILE • O 0.78. 0 A O 0.75. I ExSTINO GRADE ELEVATOR WATERMAIN/SANITARY SEWER E-PROPOSED PROFILE WADE 126114710M . - STA.300+00 TO 309+00 REINKNS OWN BY: NT: DAZE PROJECT NO. d LRi Ni `F Ni K Jo Lo Lo Ni Ni m Rd Ac 1. JCS 01-26-07 060490-2 T"Y. n n n n P n n n n n n n n n 2 MN BY: NT: NORIZ SCALE SHEET NO. 1 BAJ 1=40• 4 OHC BY: NT: VERT SCALE 23 of 41 300+00 301+00 302+00 303+00 304+00 305+00 306+00 307+00 309+00 309+00 5 J , DWS R 1•=5' , Isms Praha:NW DND,n Elm 8184-000108 SEC GROUP,INC. Smith Frgineerilg Ca1IDMaTrts-SEC Automation•SEC Planning II759 Jdn SM, YDAWi,L80580 t 830.553.7580 r.890.563.7818 *.'"""AA � / 6 caw.FILE 0500-PNP-sway mm ��. bine X90 224� f a ANY EXL57A/O LI TInES ARE ro BE FELD MIMED PRIOR 70 GONSTRUGTON. SAN-,!.,-;A4,0,-89.-4 SEF nFIAL PUT Or SUSSES/ON ION EASEMENT TIPS SAS AND LOCATION. STA 309LT SAN r11.2:4)3. H 5'A'A(Y85TJ) FDP AIL CaVMp/A MRN OF STORM SEIER NOT SHORN ON PLAN ANO PROWS. 9 STA 3t2+41.63,79.00'LT SEF APmrnPoA>F SINFT. SEE SHEET NO.1 i (STUB CAP) RN GRAOGS AND STA INw fAF5E U5 s,Dlw FDR Si1X81 cum:sTNAcn.NEs ARE ro X ROAD A 7GP BAar a to a UEEss DDERNSF NOTEa .q FUTURE D �, AL OVC ROADWAY CURIES SO THAT DE REWEAc 1m 2S 0' 24' ® 25.0' IusLEcnov OF PIPE AT JOINTS IS NOT EXT4FDFD. ALL g71Ni19 suLL BE n e SANITARY SEVER e E uNsmem NGDENiu ro iE COST r YATER EXCEEDED.. TOAs R C aN. i I U• �Y��) UII. [ROSS/ADS 1E RcAL:sSEPARAiNN PER EPA AEOGREIIWIS ANO PI ^ O srANDARO SPEpRGTIOVs FOp WA1E7t AhD sEMER YAN COVS7M/C77pY w •1 109+00 110+00 111+V/ I A C'151 713700 114' (.0 2 n I�P•cl v H ' ALL LATER ANO sMATARY SERl1,ZS SNAU.[E BAGEIum NN SOfCr FRANUILIR VIM!: YA IERUI.U/bE7l S10EWAL/G ONIf'WAY AIb PA lEO.UCAS = — '.I I 00I 714 05.60 7n+[� — •. !, — 77+00— —— -T4+�D—X14 49.89 N.,111,....""45%.'"° lL LYs1U% AIb B":27ED ARFAs NRAN{U"nu PA18B AREAS oprz L -mi N .—... .. ...B .�.—...+—... ,E +I. �- .I.._ —.. -.71.37b. ..}—...—~... B I.B.� µofRvc�i� n'�Ov.Ex1nm A 4nwwA/o�rxD FErr(r1%rao wrnoogD I TNENO.1E11 AsNALL eE CQ�FAED NaOG VTK ro DE AVSTR ICAO V 4F 0 - II ®o I I E"ONirUTILITY ANo TIE COST SNAIL BE INCLUDED w ME uvr PRNr Fav EAa O ��ryy^FY�� -1� I G ALL AD?NCF SR.B LOG IIaVs TO BUILDING PAos SMALL BE LOCATED NM 4 X 4 Mtn LL-NYVIJ ROUTE//- 47 --IL PoSTS WIN AfWRa'MIA]E MARKINGS CO -- SEF aPAONG PUN AND GRAaYlC DETAES FOR 91E ORAIAAGE AAO PROPaID 57aE/ - - - - - - - - YALI£ANO VALYE VAULT Ir SEMEN urovT: 0 - - - - - _�STA-3/4+4.7 B9 ALL PRrnasSD c6wLrETE OAA Ab a ER sNALt tE 8672 TRFE(SFE aETA6) SEF NIERSECDON LETAA PUNS FOR GE-METRICS/STRAND!=NAGE AAD FINE 0 - ------------------- --------- D057/NG R.O.IK GR1oNCff N1FICSECilONS ___-_____ ADE UNE ---_ __ AWE HYDRANT W/AUK VALVE PROPOSEDD WA ro 7E INSTALLED AT MMUS sr or COIR BELOW _ pp _____ 101 STA•374+37.89,300'RT_ PROPOSED GR r t.474_1---- __ ---_-_ _ PIPa^OSFD FdATMAN 1D BE NSTNIED Al A 11MNA/S7 OF COIQ BELOW i� __--.-------------.-. OWING GRADE LINE \'N.\ //' -.474_fVA BB -ANO VALF£VALll712' -- ----__ �^ \\FWE HYDF W/AUJL VAL 1E v TSTA=JID VAL ___ r_ 't STA=3/ 57,300'RT --__ ______ �-� L��B� 5709/SERER TAGS E705TING O NITER MAN TAGS EDGE OF PAVEMENT //�� / \ SAMTARY SERIER TAGS O CONFLICT TAGS O =PUCE TAGS 1 SANITARY SEMEN TAG 8 j//j/ Pl LUMMY FOR TCP-724.75 WAIERMAN TAG 114 BOP=729.88 VERT SEP-Sir L� TRENCH NIC70u(ALL MINES) 1 a•1 SANITARY"''ASF/P/7 �tor Lor NUAve WATERMAIN/SANITARY SEWER • • • • . • 750 ••• • • RIM=736.25 VI; V= 721.00 NW 745 • /T wv= nt.0 If• GRAPHIC SCALE NW='/JO.IU INV-72330 NW 24' . - STA-310+04.57,36500'NT ---/9\ � INV-723.35 SE 24' • BURY ElEV-735. ea95TAr.PNIa7LE • (STUB t CAP). 740 GArAcr/A4E L mPe 40 rQr)� Z _�ISRAY -JS6aa -PROPOSED PROFILE • STA=a4++ 3m zRIM=.731.45 .. MAP • t TTOND STA-J 4+37.89 300T �BURY EL£V7JI.50--- -_o _ • /n 735 • m r pp000000 _ = Z • O o foo 730 in o o • i p O O 000 • D 0 O 725 c ® �(00 1.4 FT WATERMAIN 12' O 0 O o • . •Ki aaoa oo�0o• r. 0• co _ .• _-•---- • • ,}� uJ Lw Fr wAIFAMAN it . 720 0 ii' M7H 12Y/1•MEF 0 a • � 797 UN FT SAN EWER 24'(YB„77) • _ % • / THE TOWNES AT WINDETT RESERVE 7 5 ^y• YORKVILLE, ILLINOIS • . n1120960.76xFT SAN SEWER 24(YBSO) • PLAN& PROFILE WATERMAIN/SANITARY SEWER DACE• • h STA.809:0,40;0 814+49.89 REN40M5 DWN BDATE: PROJECT W0. • 41 O 4 N1 m n Lo O n L JCS 01-26-07 060490-2 _ P; vi K Ni '� .r M H ti 2. DSN BY: NT! IIORIZ SCALE: SHEET N0. rn. illi Q n n ^ rn. n n N. n 3 BAJ i=40' CHK BY: NT: VERT SCALE 24 of 41 309+00 310+00 311+00 312+00 31.34.00 314+00 _ s I DWS 1.•=5. lams Professional Design Fin X184-003106 SEC GROUP,INC. Smith Engineering Consultants•SEC Automation•SEC Planning 759 John Steel,Yowvie•a 60560 • L 630.557.7560 7.650.55,7.7646 wnw.rc6wupim_cam COW.FILL 060490-PNP-SANe y parr FILE STANDARD NEW 060490-25 (+'SAL NOTES r �R ® ANT UMW UTILITIES ARE 70 6E FELD N7NRD PRIOR 70 CONSWUCIO. 9E FINAL PUT 0+51.EIW9p6 FOR EASEMENT TYPE SR AND LOCA7Rw. LOT / FUN ALL CO 7I60A 7706 OF EVERY SEDER NOT 9IONN ON PUN AND PROR ES s SEE SHEET NO. 23 LOT SSEWER ' ,08 '� SEE APPROPRIATE GRADING WELT. .S AN i TA ` , RAI GRADES AND STATION OTFSE777 sow FOP STORY ORE STRUCTURES ARE 70 T E RM AI 20• , f4 70P BAER OF OAPs UNLESS 07/EBAur NOTED. W A \ 25.0' 'S. PROM(ALOY7RWAL WATER YAW MOWS AS NECESSARY 70 DEFLECT 164760 MAN \ \ LIE \ \\ ` ` \ ...ALONG R4IDWAY WIPIET 50 IMAT OC YAMAcAC71MER^S 7BL OIB�S7'/QED YAIwLV u\,... _♦l`'— SA�A� A6cav u m nr carr aOEFLECIICII OF PPE AT JONTS IS NOT°f YAw DaLsmuc77nN FUTURE 24. UTILITY.=SWATS WHEAL SEPARATION PER IEPA REQUIREMENTS AND -AI \ SAN/TAR SERER .+�� `c S STANDARD. fC 70477 55 FUN WATER Y 76UCiNAV W \ OJ x� •`a FY AMID& \`\ ' \ p (BY)BSD) A YAIERIK p7lEWAY.N'0 RAND AREAS GRANULAR \ O 202+000- F��• \ 1L` \ �� R ALL Aa7FR AND SANITARY 9F4KE5 9ULL BE 6Ad0g1ID w Ln ( ♦I \ A \ �I 207+00 .� y � O O UNDER AAP BACKFILLED \ 9O /s ALL DISTURBED Azo euCg70m AREAS WNW(I4ODP)RAND AREAS 90E7IAL7 rn \\ • �•0\-1. \ / , � p oo '''*-'. /°' / STRUCTURAL SECTRW EXTENT A MOAN OF TWO FEET!27 BEYOND PROPOSED rI /y# /IEACHA RAY AL 91055 NE SHALL E IfLUDED I D TNF E PRAS MR C\ UTILITY 'j( \ • . 4.,-.w.. ..O" / - EACH Ul6/7T AND 0E COST oris BE INCLUDED L 7/E LWT CONSTRUCTION Fm EACH ' 10 la V LOT �� / ALL S NM 528 PRAT LOCATORS ro 856060 PADS suet E LOCATED w11/4 X \ �;J PROPOSED s- POSTS NM APPROPRIATE MARKINGS SAN MN 5'DTA(YBSDI \ \\ \\ \ \ ~ `` �� SANITARY SEANCE SW GRADING PLAN ANO UP.LLMVG OETAlS FOR SIC A5454ALE AND PROPOSED MORN SEM?bryour. STA 200'+00, 0.00'NT A \ \ ` �: \ RY $EWER SAN MN 4"dA ALL PROPOSED CavDE2 CURB AND OUTER 9/Au BE e15T2 TYPE(sT OETAR) \ \• NIAITNI�SAhIiTA 3 STA 202+89.211 am'RT 17 SAN Na/4'DIA SEE Romae� T, FOR eECSSIMC5/57RP&0 A s7&YE ANO FRE WATER SEE SHEET NO.2 SFS DO,�e�4$,e A TA 204+4282 0.00'RT PROPOSED WATERWMN 70 BERSrAum AT wNY as'O 0056 BELOW tiFF''y.OPROPOSED L 70 9E&STALLED AT A UNARM so CF WIER BELOW POSTING••Al.) •Y0 • / PROPOSED SESERW /s SIE MR) .1.021612 0 STOW SERF TAR O CONFLICT TAGS ® WATER MAIN TAGS 0 w1n5R MAIN TAGS 207 FIRE HYDRANT W/AUX VALVE 33 SA ITARY SERER TAG 12 STA=207+81.15 125.65'LT TOP=7/9.87 BURT ELEV=73860 SANITARY SEVER TAGS WAIEIWIARI TAG 208 BOP 732.52 CavTI/Cr TA6 VERT 47=7269' i�. ONRFLOW 5611W REWWSE NIGH 9Y1WT FOP mwmiew 75604 BA00RL(ALL 010/153) nSANITARY SEWER 185ER rid"616605 SANITARY 200 • . . RIM=737.77 RIM=73893 INV-r&30 NW . INV W7/8.60S A . 1J /NV-77A35?50 . 745 745 &v=71s65_E /Nv=va 25 411 • . - • SAN API 5'.77A(7850) . . SN 200+00 0.00'47 A . . . . . . . . . . . . RLY=73562 ,WI=716.40 NW 3 IN.:716.45 SE PPO>OffD PROFILE 740 740 GRAPHIC SCALE we,.7.7.OR NF �K UHF —GRADE L~LE 735 . . . . \ - 735 ,, .e7IR -- L.00AT(QN MAP 730 . . . • . . . . . 730 �_----" : : : e.0000'o 725 725 r o ci.:3„.p — — : : 1� O �O /io /720 : 720 M1J . Em • . _ 0000 00 000 p!jimmi....0 715 5 • 151�s s4N SEWER e•FVC sT1R 2,_ .• • (�� 715 • . 6c • /� 245 UN FT.SAN SERER 8•PYC SDR-21 . • . . 1D a a4oz • THE TOWNES AT WINDETT RESERVE 710 710 YORKVILLE, ILLINOIS PLAN&PROFILE U) SANITARY OWING GRADE BEVAnoN U) '1 PROFILE GRADE y STA. 200100 TO 204143.82 j{ p ��p REVISIONS DIN BY:-MIT. DATE PROJECT NO. rvj m� mg Ng OF No v,p ':40 "h °i�` 7. .JCS 07-26-07 060490-2 xi K •i �•i "i n _ FS 2 DSN BY: MIT: HOAR SCALE: SHEET NO. s BAJ7'=40' +. CHK BY: 14T:VERT SCALE: 25 of 41 . 200+00 201+00 202+00 203+00 204+00 _Sy ONE 1•=5' 11111111.111 . lianoiie ProfaneIone'Design Firm 8181-000108 . i.00ATION MAP LEGEND SEC GROUP,INC. 000.00 RN/SHED GRADE ELEVARDIN 42*100 YEAR OVERLAND FLOW ROWE I®// V Sm Engineering g Consonants SEC Automation•SEC Planning O BARRIER RC7ER (SILT FENCE) DRIVEWAY LOGAnON /, I j 759 treet Yorkville,IL 60580 "wnsxgroupi n �apirmeom - - O RLnF FABRIC QNLET F'ROn_CnON) 0 SOfL B04/NC LOCAnONi /• � orFucs �4ndwg O EROSION BL,INKET TYPICAL DIFFERENCE FROM T/F TO GARAGE / \ / Ir.-a�eo4ao-7e II. El II. . . 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SEE SHEET NO.28 FOR CONTINUATION Z zal 8 n a ( 1 t t t y , kpom o1i 1 P (I p; v m e in f 11 $ fl m • Nods PIOMUWrm91 Orion Fin 1184-000108 SEC GROUP,INC. Smith Engineering Consultants•SEC Automation•SEC Planning 759 John S5rr1.Yorkville,IL 88580 t 590.553.7560 t 630.553.7648 W WI.ML9 ooPieGnee MIIYMYi11@r0910Y9ee n • COMP.FRE 060190-GREp PLOT FI E:STANDARD . woe 060490-28 (.00A T1 N MAP IIi l WINDETT RIDGE ` 1� �, 1 1,SUBDIVISION UNIT 2 v t I ;I WINDETT RIDGE I I 1 I -- (--`'� O� m SUBDIVISION-UNIT 1 4 PROPOSED MH TO BE �� I �1 O 1 3 o� �o INSTALLED ED IN LINE MR( EXISTING 24•FES To BE O a D CO EXIsnNG 24•STORM SEN£R REVOVED mI !I II PROPOSED MB1HE®INTO a O m I • •1 1 I 00000 0 caV I,�jj 0000 00 O,Or 531W.-- - J I' (7 ....t 't (t \ TLOT Irk:11�� LOTm� ` \ I .,,, \ -, II) 1 " 1 D + -- 0 110 72699 \ \� '/ I I I / 1 � It. Z % \ ' II 1 i y! I \ \• � LEGEND '� 1 I A •1,40 �� \� 000.00 FINISHED GRADE ELEVAPON 1 jj / \ LOT \ \ i^\\ ^ �` T7z /,i ,6 r7bro 1 \''.. O BARRIER FILTER (SILT FENCE) I ` \ \ ��- �` O FILTER FABRIC(INLET PROTECTION) \ `^� �✓e^=z- �—— / Alk11 a,0 ,f``� �, () \` ® EROSION BLANKET \` ` o'' di, �__ TAI �.____,., r� © '\ O RIP RAP �` \, ,\ \ �IR, \�-''f T �� PI , \ \1,1 v ft ® INLET PROTECTION(REAR YARD) • P 99 mass \ `\� -1._I LAT e 1 • \. , :�,\,\ __�, _ 1 .-1—, ` / 9 nR.TAS r• ® PERMANENT SEEDING �• 4 110 t - STABILIZED cDNsr.ENTRANCE \ r , I A -------- If 0 BR]17.- L1,100 YEAR OVERLAND FLOW ROUTE \'� �'?- _________---__________1„ "'- J ? ��I 9 ,±��ti. \\ \ \ \� — + DRIVEWAY LOCA now �` ''c\ © lie' , \` \ {. ..\____.------ e_ sac BORING LOCATION �, • Lor \ \ 'T: E,yJ � T - d . �„% PIIS DIFFERENCE FROM TA-TO GARAGE �f 1 \\____- LIP IS 10•UNLESS NOTED OTHERNISE Dam _\\_. �,` a 1----,>----. J ----,_ i ',� 1,k16.11-- • \ `' \� / * PROVIDE ADancwAL 6•TXTRA SNP' IN ,.-- .. -�„'20R ->,`^Jilt, \ i `' ' ��. 1 Q / FOUNDATION TO LONER GARAGE FLOOR `� `'-`� t—;. �- - it �'• `` nm9/' ** PROVIDE AWmCNAL tY TXIR1 STEP' IN r., Z. 1 - '`�\ FOUNDATION ro LONER GARAGE FLOOR -/ \ I /v / i \ r \ 4.\ ®REVERSE PITCH PKWY (TYPICAL) , \ �` \ TA_ I / / TA_ . . \ \\.moi!! ____-____ N‘1111.1001 1 \ 1I ,, A*11411)PHIC\\\ \ p 1 I ,1A' %�, 1\ N `_��, lam` ry �— 1L l ''� F^dT,� MOIL, 1274.00 ., il's f ROAD%!.._ ` „i. •^I.,. •k 6 r." p1:� -+tea ®�'lriSlN91Y.990o_•E1f�✓r� iri0• . _� I�i�r. / BASIN CONSTRUCTION NOTES P.i .. =c^r ' -' -'../ NOTES` S0 \ 7. PLEASE SEF DETAILS FOR TYPICAL BASIN CROSS-SECTION,SAFETY LEDGE Z�� .r. :7 4: '-' ,� W SEED MIXTURES CURTAIN WALL AND SPECIAL OUTFALL STRUCTURE. y///��.• }�on 2 PROVIDE r MINIMUM CLAY CAP TO ENSURE BASINS HOLO WATER. REFER TO �, "�� p\�� ---i ^Ch j GRAPHIC SCALE, SOILS REPORT AND SOIL TESTING SERVICE O/ _ r*:...:,)v'�.�``� jL+� ■ • m = ,n .L OVEREXCAYATE BASINS TO 6•BELOW FINISHED!RADE. COMPLETE SLOPES \ ,,,, ,':•-,., /�ABOVE NORMAL WATER LEVEL NTN TCWSIXL �. ` ` 6814. INSTALL 9LT FENCE ENa09NG BASINS IMMEDIATELY UPON COMPLETION O< ' '0p •�� e� I---(SEE j0 ( ) BASIN GRADING RIP RAP —' 7 IN 5. SEED PERMANENT MESIO PRAIRIE NRH COVER CROP AND INSTALL EROSION I (REE DETAILS . \\ �\ SHEET.. /AR>>>�.) FDR 904 • / BLANKET ON SLOPED AREAS AS SOON AS SIDE SLOPES ARE AT FINAL FOR SIZING ON i ,h/ II I SHEET 1 look-60 ft. GRADE AND BIFOOE SUBDIVISION COWS7RUCIION. SHEET 41) NA - VAN. I I N �.. .c � �I..I�� 6. PLANT BASIN NER GRADES ilscw SLS AA 7 A�ZED.7a'SDI AND S®AND S.R.M.'(DRY) SEE SHEET N0.29 FOR CONTINUATION BASIN 1 THE TOWNES AT WINDETT RESERVE HWL =706.50 YORKVILLE, ILLINOIS C350 EROSION BLANKET OR APPROVED EQUAL NWL =702.50 i GRADING& EROSION CONTROL PLAN RrPi;,011 TEMPORARY STOCKPILE(SEE DETAIL) 1•M* ..0 BENSONS NM BY: NT: DATE: PROJECT NO. I. JGS 01-26-07 060490-2 2 091 BY: NT: NORM SCALE: SHEET NO. S BAJ 1 w50' a CHK BY: NT: VERT SCALE 28 of 41 S i I DWS N/A • s was Acrembm Sedgn 17 m e ia4-o0o1m SEE SHEET NO. FO-CONTINUATION SEC GROUP,INC. NIS. BASIN CONSTRUCTION NOTES \ ��i A� A \ �d°9 ,�. Smith759 Joh,Sv. rvCarsunar5s-SEC AutomaBOn•SEC Plannig IIM® �f`I`` 11,4) c> ......Street Yorke-eee, eoseo 'T• �=8 ,-_______...r .- t 530.553.7560 r.630.e53.784e .Lt�/✓�� -‘-"=, 0 \ ww'.w.ymupnamm �mm J NOTES �, F- �4` _` - _v' r o )1•5.t6----- Caw.Flt£•eea90-meq 1. PLEASE SEE DETAILSCU FORTAI TYPICAL BASIN CROSS-SECTION,L S SAFETY LEDGE; / .. 8+00 ;.3 j6-' PLDT F8£.•57A/A/ARD SEED MIXTURES CURTAIN WALL AND SPECIAL OUTFALL STRUCTURE e 1W. _ !�+ .� `aea�-29 2 PROVIDE 2'MINDIUM CLAY CAP ro EiVSURE BASINS HOLO WATER REFER ro • Z SOXLR REPORT AND SOIL TESTING SERVICE 7 LII.I OVEREXCAVA7E BASINS 70 6•BELOW FINISHED GRADE COMPLETE SLOPES �i + ©{al'� �li ABOVE NORMAL WATER LEVEL NTH TOPSOIL. ; d��r�m� sae®r.�a 4. INSTALL SILT FENCE ENGASNG BASINS IMMEDIATELY UPON COMPLETION OF .�, iiii _ , �� L BASIN GRADING / �Uj12O • to _ _ A SEED PERMANENT MESIO PRAIRIE SOON COYER CROP AND INSTALL EROSION O� 7 O BLANKET ON SLOPED AREAS AS SOON AS SIDE SLOPES ARE AT FINAL P'c‘ �/ ®� �aa..��w GRADE AND BEFORE SUBDIVISION CONSTRUCTION. 6 BRING BASIN GRADES ro FINAL OI E1 RE S AS NTH TOPSOIL AND AND �� e' f� � ' LOCATION MAP PLANT AFTER SUBDIVISION SOLS ARE STABILIZED. � i _ O� �.ij/©j/i� ,;::0,,,------_„,„.---------„_ �, W\ + te r�� c ,,,,„„ 0350 EROSION BLANKET OR APPROVED EQUAL0;0/ / ., — — _ ,.- .y. / allit, ENT %!{!�!3\ TEMPORARY STOCKPILE SEE'DETAIL) c-,� r�1 I \\ \. (SFETA/BA/SN ��/►/w Q —. RIP RAP. k.,,,,�:• ..� SHEET / i.. f•� / �7 /fwd s - A �/:47H �� 41)FOR ',INC ON I L \ �� , 0 olig !W - .J —� '/'� O O Oy :J %: / 0W 1ETFTATED /' '• " RAP O m � "'' � / MILE /./e :a DETAILS 1:::i fTl \ - r / \'. 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D , \ >< N `k. O 57/8.8.7 NATE SIGN 011 \\ �B 1\ 4 1?,-....- ,'.';. *. 103+00 -- SWEET MKT 1% If '� ® amr _CURB T7aP.1 \ •. �,,.././...#°°°.7... . 4- • _ m I O • NEIfRSE PIRH • \I V 1\ 0.�* Q m R9.5'8/C it.' �. "� PAarimr+ y1 44 SAA gi 1.1 RIMER muc=MYR \ . \ 1--**1 \ S •app. �pE,I'' \ =1f If II II 71=11= 1 \1,'ir, \ 1 g nil°11If 11��- 14 If LOT 1301 _b__ I .�� SWIM ROAD A / ILLINOIS ROUTE 47ik ROAD A / ROAD B - 100 ROAD STA= 700+03.51 ROAD A STA= 103+18.09 ROAD B STA=200+00 .—� f NOTES, FOR ALL TAC INFORMATION SEE PLAN&PROFILE SHEETS AND I GRADING SHEETS ALL SPOT GRADES SH0HN ARE EDGE OF PAVEMENT GRADES UNLESS OTHERHISE NOTED ON PLANS I d \ \ PROP.5•P.GG�EWACK(TVP.) _— ALL PAAOKMEIVT MARKINGS SHALL THERMOPLASTIC PAVEMENT I \ MARKINGS 4. PRO.Y P.C.C.SIDEWALK(TIP.) \ ALL TRAFFIC CONTROL SIGNS SHALL CONFORM IO THE LATEST 1 �� -- • ED/770N OF THE MANUAL OF UNIFORM TRAFFIC CONTROL DEVICES RJOO'B/C ¢• I - * /..� \ ^� • \ �� REQUIREMENTSP05SHALL CONFORM TO CITY OF YORKVILLE . -o• _• . • LOT 1506 ` ` AT FUTURE DRIVEWAY CURB CUTS CONFORM TO CITY OF ��= X ''51 1 r 830.0'8/C • \ 'JZJB 7B YORKVILLE STANDARDS OF 2 x MIN AND MAX 8T DRIVEWAY -. �� ly ,� APPROACH FROM BACK OF CURB ID FRONT/FACE OF SIDEWALK. • • e Mar -• �h '°\\ • • ;;;4101- 1109 \ ^X75+00 —1 V OS �.q� 1 0 727.16 .p ® N:26JT �jj�2Ji„iy �' 30' IT----- -13% d 109*�� N If ', \ (OCAT/dV MAP — [—' N ..• __1" I g ,57 53',• 6"9Li a• �J2Bj / Y .. • — O O O 1=11::::1 CZi CD NI It/ Ill - ..-/..---*-..... CZ) CZ/ e 151 0 k /' t9s 1.571 ^"'h ^�^ �J, al Q E:::, O 0 I �! Q .. f .... \\i►"4 1 •`• 1.y}. ..yT�� `•R30.0'B/2; JZ oR.p£N. ��-,�. �J \ RJOO'B/C OIII HO �// O ',.•le; ...... i I lEr". AC f -•.% 2�0' ° ��/ 'J'B� z o LOT 1408 E-E p E qj [[ 2.OX 2.G! 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S BAJ 1%40' a auc BY: NT. burr SCALE: 33 of 41 . 5 _ DNS lA Illinois PMSYonW Design Film 6164000108 • SEC GROUP,INC. Smith Engineering Consultants•SEC Automation••SEC Planning 759 Jda Seel YoW.6.,IL 40560 7.630.569.7660 1.690.669.7618 wo www.esWr.upincGes �agi¢mm • / - / / / / Ii , Si; + � II 1' PLOT Fac 060490- 6IT.e.g FILE 90-34 EXISTING WINDETT RIDGE 6-o SLDIVISION — LIVIT 2 '/ // / R.•.W. S oo i /j/ '‘)/// ' • • 2 I O. x�S ' / , LOT 1304 i £ o / / / r zy05 2.05 1 `� LOT 140/ 1. / I 1. / R150'EA.' �� '�' Ie.R3 •B/C ,y Z LE{ D T>'PK..Q�. STOP .SKIN r7ETAL ' s1I I I 7261- �'► • ► I F s1`` �, 'I- �'- sroe.sao4 w.xar..n.,es 557 �, I H: O ,� R31.5.6' 725593 ` / x o i+ ' 1.7._ .� 66PEE1NATESIG/ STOP \ �\< 133.0' 3d0'OO V o 0 SMUT OMIT 0.505 I 0.505 �P�/ �~. 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IFilgit�1\I iii •411,„,,•. y �I's :wil pi 1 g F it gyp` ., J WF 4& 1; E �teje Q<Z �� , w144 OI II ii �.L1 8 �r �W tz 13p Icy gi hh A <� w n::;:; 86'607, ,� H 2 1 R LI .11), i ON r it Z Oma. ` ��/_■ 0 J~ z i '� w ,?11342 �8 14 go it i WI §t „ iisl t ip III / 1 nWi 9 /y m E k � y y 5. viii �_ I t SMITH ENGINEERING CONSULTANTS, INC. t1R1L/tafRDCEOBAL AU Deng AND SOWRIYORS ass AWMIoma NW LmmLRIIN 3.t 1116-4112-113041116-41121116-4112-11304X Pm e-J - { RIX 010-481-012 ssemteNDT rg or 1-1121:ssonbm�e DX .Wommf w0LwR1P •Twrwgi wan iLln( ILLINOIS PROFESSIONAL 0841M FIRM/164-000108 • CORP.FILE D60649-LIET.deg WATERWAY PLAN I PLOT IKE PIPE OUTLET TO FLAT AREA SILT FENCE PLAN 1ETe 060490-41 r 24 Mh)See Gross-Lined Channels 0340) Pipe Duet To flat area 1 Mesh Support 6_Sgare Muc) Fastener-Iden.No.9 Gape.Vire No Well-defined Chanel �1� \\/ \l. 1 Bottow \ ` \\ _JO'Maw 4 Par.Post Required.Rye. • !1 � 'i� I Width 1 f LTyp) TEMPORARY Sl TATlO1V FABRIC /1C4T4L LATI GYN 1,44.41/a •�l I 8ETV5�IV MET FRAME AND LID ��J f)��1 els 2• Mln. �V`,�A ENGINEERINGFABac i UA"i 1.:1•.1- 1 B�� A TIE DIRECTION OF DE ENGINEER.;,.1� it eI _FS • 111.9 l KIM=L ( g�l�l Tile Location HAS TAKEN NOLO;ALSO 70 9E REMOVED IB �BBIB�BBIB�BBIB18BB1� m CONSTRUCTION IS COMPLETE AIR SEED//G 411�1�1 If Needed AND REPLACED AFTER EACH STORM OR BjNr {•a6{I • I'--__-•'__ MONITORED ON A NEWLY BASS ..alj• 8-.'l.1. \%a\1I /-r il F I 'A',' TIPS I FRAM-OPEN LIDS :1w1� Watrrwny No. 1AMW.11A "SO.;,- •_ ' �8• �f•lFrom Station To Station ELEVATION -' � Grade.X - AN Drainage area,Ac Fater Fabric Construction Layout Data MANHOLE � • Top Width,ft. Directn Of Flow AS '� J . RINGS ,r\ , La a - lottsl ren, _ II dGroundLM a-D�ISide Slope - Depth,Ft. /��•. Tile Diameter,In. ��/\�1� syl Ttte Length.Ft. m i 7■ Compacted Backinl .001 ,1•.}RI Grade Check Spacing,Ft 6. ISA./3'As I' Rock_Fgbri _ Mln Grotrxtile FABRIC ANCHOR DETAIL NOTEb NOTES; SECTION A-A 1.All trees,stones,brush and debris snap be removed from the 1.Top and button wires of mesh support shall be.Sn gage no.9. construction area and disposed of properly. 2.Intermediate vires of mesh supports shall be min gage no 11. 2•When rrquted,topsoil shall be salvaged and spread uniformly over 3.Temporary sediment fence shall be Installed prior to any grading work - NOTE ENGINEER/NC FABRIC MALL BE dy taTES. stOed areas. F the area to be protected.They shall be maintained tMqughout the / PLACED AS MONK LV ALL INLETS ro 1.The,iter fabric shall meet the requirements In naterbl 3.Spot notarial iron construction MU be deposited In lea areas or construction period and renamed In conjunction with the final grading. TIE STORM SERER specifications 392®TEXTILE Table I or 2.class , or etharoise spread so as not to Interfere with flow of water Into the 4.Filter fabric shall meet the requirements of material specification 2.The rock riprop shag shall nest the®T requirements for the waterway.Any earth fill shah be compacted to prevent&Ff.-moon 592 Goatee-tee Table 1 or 2,Class I with equivalent opening,sloe of 9*booing gradation RR TYPE 4. settlement In the completed waterway.The waterway NI be at least 30 for nonwoven and 30 for woven 3.rite Gorse shall be placed accarding to construction specification constructed to the specified width and Oh LOOSE MCC WRAP.The rock nay M equipment placed. spec ode' doth 5.Fence post shall be either standard steel post or wood post with a 4.Temporary toad nay be constructedom .round the tops or y Ales of The Sulalsort area Oto split EXCELSIOR RI..4AKET /'STALI.AT70N D TAL wtremove m divert runoffvee from newstabliaseedlings.Temporary dines shall 6.pot 3.p ingport ray 4 omitted e a maxims,of S'Is used for post fm�Ytt LLS Vw11E/lT If AGIDOLTIIE na be removed as soon as wprtntbn Is esmbusnwd. post spacing. se _ ala- A 0N9NSIBii aN1E IL-610"` d BS,Efea,roR LE EFIOL,IH ......... o Need �y_ M 1185 �A ameddvvseed M.- RL fLRilVnTdN RNBE 11--5401. 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IZ'SHAPED wTH LEGS r ed LENGTH MO A I AND FIR IS II CONTACT F WIN ESL R ON E CRONY SZE AIR GAUGE OF STAPLES USED mu CNer070 AND FI. ENTIRERMS N CONTACT wTH TIE SOI. IS I/HE VARY NUN SOL CYNDITILVS 061E STAPLES ERE- Sole ntitis Name Comm en lama ' LbsJAera DIRECTION ME WATER FLOSS APPLY UUTTNG DEM A ME ^CALL r Nro TIE GROUND.USE FOUP STAPLES ACROSS SD ST/t/w y� /tirAR 1 AT THE START OF EACH RCI-FON SLOE NSTALLARON. VCIU LG DE M AL EMS MO SIDES AND DEN sTAPL.NG ON sDPES (byTNUE TS STAPLE ALQYG TM LENGTH Sr RE RCL EcMmchlLr CNsgaB% trrrrymd grant 6 De. 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Andropopoh peraO'1 ittl blSwaim 24 j� ��Y`� t A an a us _ MIM hmwtam 46 /� .,' '// ` •• �`� I.V�S `‘,� nater ezureus sky-blue Ws, 2elPhiil Aster novee-agliee ;New England aster 4 FICOFI.... :Bossu hucentha iwild whge 3 IS'DEPTH MAINIU M I- , !Wale .cuMpeMWa side-oats-oatsside-oatsgrams,ser. --.-32 Oeamothom canadense ;showy tick trefoil 4 i I EcMnacsa purplRs -.- ;hleadAeard purple epnaaeeer e ; Omer coma iter m mN ETYmus cenedeooia ;Canada w0d rye 32 ammo SNR/OW OV OW ser 01 6107.1 MAW pas Na r MOORE Cur pas Lrtna.901 ,prairie blazing star __.._ 0.10111.0111,0161.10•M 7OQ1 re Aga.RN treleR Monarda RaDd001 csa wild bergamot 4 =ewe Padcum vigatum !swish grass 16 Pstalcatemun mamma ;pulpit mairla clew 4 I ma= m sloorar I Pponanfhe nuen very rvarrm-kommon mpudam mint -' 9--- RarWlde pimmra {yadew owraowar __ a _ THE TOWNES AT WINDETT RESERVE RudbacbW rine ;black-yid Susan_-- 18 I YORKVILI.E,IWNOIS - - -- Sdk/eporigida !stiff Beldenmd 8 h Srgheetnen nutmm IDldlan grass 24 STANDARD CONSTRUCTION DETAILS I Carr pap I _..-I Scientific Mime -;Common Name LbsJAera I Aver Wive --Isaad ossa _------20 p3.. i RERSION5 DN 4 BY: NT: DATE PROJECT NO. L. J -COEUR 72111400 w 105501 rye ami60-m. 7. D9JGS 01-26-07 060490-2 1 BY: NT: NORZ SCALE SHEET NO. ell r� mrerrr M.nawaarlrr S BAJ _ NONE sTarAraE 4 CHIC BY: NT: VERT SCALE 41 of 41 5 DWS NONE tOilittt 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9390 www.eeiweb.com Engineering Enterprises, Inc. October 31, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: The Townes of Windett Reserve P.U.D. Preliminary Plan and Plat United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: The following items have relating to the above-referenced project been have been transmitted to our office for review. D Preliminary Plat prepared by Smith Engineering Consultants, Inc. consisting of seven (7) sheets with revision date of October 12, 2006. D Plat of Annexation prepared by Smith Engineering Consultants, Inc. consisting of one (1) sheet with revision date of October 12, 2006. D Zoning Exhibit prepared by Smith Engineering Consultants, Inc. consisting of one(1) sheet with revision date of October 12, 2006. D Preliminary Engineering Plan prepared by Smith Engineering Consultants, Inc. consisting of three (3) sheets with revision date of October 17, 2006. D Response letter from Smith Engineering Consultants dated October 18, 2006. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. Consulting Engineers Specializing in Civil Engineering and Land Surveying PRELIMINARY PLAN 1. All comments from previous review letters have been satisfactorily addressed. ZONING EXHIBIT 2. All comments from previous review letters have been satisfactorily addressed. PLAT OF ANNEXATION 3. All comments from previous review letters have been satisfactorily addressed. PRELIMINARY PLAT (P.U.D.) 4. All comments from previous review letters have been satisfactorily addressed. CONCLUSION We recommend approval of the preliminary engineering and preliminary plat for the above referenced project. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Mr. Bart Olson, Assistant City Administrator Mr. Travis Miller, Community Development Director Carrie Hansen,Wiseman-Hughes Danielle Dash, Wiseman-Hughes Mike Schoppe, Schoppe Design Associates David W. Schultz, SEC JWF, JTW, EEI G:\Publifforkvile\2003\YO0328 Dhuse Property(Wiseman-Hughes)\docsUwywrotPrelimPlan03.doc • =` ° ciryo Lk United City of Yorkville Memo ! ,, '" 800 Game Farm Road EST "�,8ss Yorkville, Illinois 60560 _'" Telephone: 630-553-8545 pp Fax: 630-553-3436 141,E 0.1 Date: February 14, 2007 To: Charley Wunder From: Laura Haake CC: Travis Miller, Joe Wywrot, Anna Kurtzman, Dave Mogle Subject: Townes at Windett Reserve Landscape Plan Review I have reviewed the final landscape plan for the Townes at Windett Reserve prepared by Schoppe Design Associates, Inc.,with revisions dated January 25, 2007, and have prepared the following comments: General 1) The drainage swale through the center of the school/park site is under discussion. It is expected that the swale location shall be moved or the drainage will be located underground to create a more feasible school/park site. 2) A trail, in lieu of sidewalk, shall be provided on the north side of"Road A"to provide an east/west connection to future development to the east. 3) Indicate ComEd Right-of-way (ROW) and any other easements in this area that are adjacent to Route 47 on the landscape plans.A trail shall be located parallel to Route 47 east of the ComEd ROW. See comments below. 4) The Public Utility and Drainage Easement across lot 17 shall be adjusted to reflect the drainage swale location determined at a later date. Trail 5) The City received a letter from Diane O'Keefe,P.E., Deputy Director of Highways,dated February 5, 2007, regarding the City's future plans to place a recreational trail in the ComEd ROW along Route 47. It has been brought to our attention that in 1991 I.D.O.T. received permission to use a majority of the ComEd ROW for the future widening of Route 47.Although the original plan was to location the recreation trail in the ROW, it is now necessary for the developer to provide a trail connection from Windett Ridge through the Townes at Windett Reserve property. See Park Development Standards, 3.11. The asphalt path shall be ten feet(10') wide and the landscape easement shall total twenty feet(20') in width (five foot wide shoulder on each side.) The design shall meander, a straight trail is not desired.The landscape buffer easement shall be exclusive as not to overlap with Public Utility and Drainage Easements or the Yorkville-Bristol Sanitary District Easement. The property shall be conveyed to the City as a separate lot other than lot 18 as indicated on the final plat. United City of Yorkville Memo o 800 Game Farm Road EST. IIRP1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 O I -m � 0 Fax 630-553-7575 .moi 4LE w‘' Date: February 13, 2007 To: Charley Wunder,AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Travis Miller; Joe Wywrot, PE; Bart Olson; Laura Haake Subject: Zoning Review of the Final Plat of Subdivision Dated January 23, 2007 and the Final Landscape Plan Dated January 25, 20007 for the Townes at Windett Reserve Planned Unit Development Zoning staff has reviewed the documents above for compliance with the City of Yorkville zoning code and the Townes at Windett Reserve Annexation and Planned Unit Development Agreement (approved by the City Council November 28, 2006). Staff found that the following issues must be addressed before the plans may be approved: Final Plat of Subdivision 1. The names of the streets in this subdivision must be shown on the plan(11-3-4A-10). Final Landscape Plan 2. The landscape plan shows entrance monument signs on the south side of lot 18 and the north side of lot 19. However, the fmal plat shows these lots entirely encumbered by easements (public utility and drainage easements and sanitary easements). The Department of Building Safety will not issue any building permit on an easement. The applicant must create exceptions to the blanket easements or sign easements over the portions of lots 18 and 19 where the signs are proposed. 3. The applicant may want to include the sanitary easement on the landscape plan to ensure that the signs are not proposed over this easement. Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Residential Plan Review\Townes at Windett Reserve\Final LS Plan and Final Plat Review 2.5.07.doc o United City of Yorkville Memo J '" 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 ��- Telephone: 630-553-4350 o rut P p Fax: 630-553-7575 Date: February 13, 2007 To: Charley Wunder,AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Travis Miller; Joe Wywrot, PE; Bait Olson; John Philipchuck Subject: Review of Concept Plan for Special Use Permit for the Proposed HisGrace Child Development Learning Center Located at 210 Beaver Street Zoning staff has reviewed the document above for compliance with the zoning code. Staff found that the subject property is currently zoned M-1 (Limited Manufacturing District). Any use permitted by a Special Use permit in the B-3 district may be permitted by a Special Use permit in the M-1 district (10-8A-3). As a daycare center is a Special Use in the B-3 district, it may be permitted by a Special Use permit in the M-1 district(10-7D-2). The parking requirement for daycare centers is one space per employee plus an adequate number of spaces, as determined by the Zoning Administrator, to serve the public. The Land Title Survey shows 30 parking spaces, and the application states that the center will employ up to 30 people. Therefore, the plan must show additional parking spaces for guest parking as well as provide operational information concerning where and how the pick-up/drop-off of children will occur. At least one accessible parking space is also required. The applicant must note that the proposed redevelopment and special use of the property makes it subject to the City's Landscape Ordinance (2006-136), and the applicant must submit a landscape plan for review and approval by the Community Development Department. Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Commercial Plan Review\HisGrace Learning Center\Concept Plan Review SU 2.2.07.doc UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC # APPLICATION & PETITION Please Check One: Preliminary Plan X Final Plat Development Name: Kleinwachter Date of Submission: 1. Name of Petitioner(s): Old Second Bank Trust #8051 Address: 1201 Game Farm Road, Yorkville, IL 60560 Phone Number: (630)553-5156 Fax Number: 2. a). Street address and physical location of subject property: Route 47 , Yorkville, IL b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 9.81 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney Daniel J . Kramer 1107A S. Bridge St., Yorkville, IL 60560 phone:553-9500 fax:553-5764 Attorney: Name: Attorney Daniel J. Kramer Address: 1107A S. Bridge Street Yorkville, IL 60560 Phone Number: (630)553-9500 Fax Number: (630)553-5764 Engineer: Name: Scott Mai - Smith Engineering Address: 759 John Street. Yorkville. IL 60560 Phone Number: (630) 553-7560 Fax Number: (630)553-7646 Land Planner: Name: Emo Fufori - Schoppe Design Address: 126 S. Main Street, Yorkville. IL 60560 Phone Number: (630)551-3355 Fax Number: (630)551-3639 Page I of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: e-12///e/ Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) c u Y turd National GSL /- Bsnt /U T L Zoki,L) 444- Subscribed and sworn to before me this I I day of , 200(E, . Notary Seal 66Q `FIIAL SEAL" THIS APPLICATION MUST BE NOTARIZED. Vicki Kirk This intim nt s �lx.e t t i' RE P�. s 7,40r 1{_ .NIATt{;I[ t 2' ° r, dd' Notary Public,State of Illinois soi y _ = •_ =�st� b1y Commission Expires Feb.06,2008 "' •• ;:.. the 6'jwr t-•±ia ) Cer;'niote0 in the 4),s`.' Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees - 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre =$1,000; over 1 acre but not over 10 = $2,00 over 10 acres, but not over 40= $5,000 over 40 acres, but not over 100= $10,000 over 100 acres= $20,000 c. Deposit for Outside Consultants - under 2 acres= $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records)teethe 1putyeeler , Kited pity of ork nu Yorkville 800 Game Farm Road, Yorkville, Illinois 60560 T, T ?Pi ia Da Signature of Petitioner .4t INs tllrreker,'&tt x' til n i I;yt 0 +,ilyt`, stF=v h, yy t i E, ` - gk,) 4itt' ttfs[}nti t?, tt 411f+)r 3 Page 4 of 7 .r a tt w ; United City of Yorkville Preliminary/Final Plat Application «ire rsed t4/O it CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems, including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS,CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines, including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 i RESIDENTIAL PROPERTY: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE WESTERLY, ALONG THE SOUTHERLY LINE OF SAID SECTION 2672.0 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE, 869.22 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST 615.0 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, ALONG AN OLD CLAIM LINE, 415.50 FEET; THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.60 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, 165.00 FEET; THENCE NORTH 21 DEGREES 10 MINUTES 38 SECONDS WEST, 66.13 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, 184.50 FEET; THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 558.89 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.300 ACRES. COMMERCIAL PROPERTY: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9 TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE WESTERLY, ALONG THE SOUTHERLY LINE OF SAID SECTION, 2672.0 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST,ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE, 869.22 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST 615.0 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST,ALONG AN OLD CLAIM LINE, 2297.34 FEET; THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, ALONG AN OLD CLAIM LINE. 415.50; THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.62 FEET FOR THE POINT OF BEGINNING: THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.62 FEET FOR THE POINT OF BEGINNING: THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 471.91 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID ILLINOIS STATE ROUTE NO. 47; THENCE NORTHWESTERLY, ALONG SAID WESTERLY RIGHT-OF-WAY BEING A CURVE TO THE LEFT WITH A RADIUS OF 5395.88 AND A CHORD BEARING OF NORTH 25 DEGREES 01 MINUTES 51 SECONDS WEST AN ARC DISTANCE OF 415.61 FEET: THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 466.70 FEET; THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, 184.50 FEET: THENCE SOUTH 21 DEGREES 12 MINUTES 22 SECONDS EAST, 66.13 FEET: THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, 165.00 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 4.500 ACRES 4 O car o United City of Yorkville Memo 800 Game Farm Road um Yorkville, Illinois 60560 • Telephone: hone: 630-553-8545 �� y Fax: 630-553-3436 r, 4LEXV Date: December 27, 2006 To: Charles Wunder,Urban Planner From: Joe Wywrot, City Engineer CC: Travis Miller, Community Development Director Susan Bach, Administrative Assistant Subject: Kleinwachter Property—Final Plan Reviews I have reviewed the proposed final plans for the residential component, Lot 3, and Lot 4, all dated November 14, 2006 and received November 21, 2006, and have the following comments: General: • Review comments for the preliminary plan were forwarded on September 12, 2006. Since the preliminary plan was never resubmitted, I will assume that it was approved subject to review comments. • A proposed fmal plat of subdivision was received and reviewed previously. Refer to my memo dated November 20,2006. The developer should also respond to the Building Department's review comments dated December 8, 2006 regarding the final plat. • The proposed separate plans for the required Route 47 improvements should be submitted for review. While IDOT has final approval authority over those plans, they may affect the residential plans and therefore need to be submitted to us for review. • A final landscape plan should be submitted for review. • A final stormwater report needs to be submitted for review to confirm that offsite flows are adequately addressed, confirm storm sewer sizing, etc. The only report submitted to date was a three-page preliminary report dated June 6, 2006 that only estimated detention volumes. A detailed review of the stormwater design will be performed once the final report is submitted. • It should be noted that the June stormwater report used a release rate of 0.15 cfs/acre for the 100-year storm,while our ordinance requires a 0.10 cfs/acre release rate for developments tributary to Aux Sable Creek. The stormwater ponds will therefore need to be somewhat larger, and the grading plans revised accordingly. • The developer should respond to YBSD's review comments dated December 5, 2006. • The plans for Lot 3 and Lot 4 are individual site plans that should be approved at the staff level, and not go through Plan Commission or City Council for approval. Consequently, I will delay a detailed review of those site plans until certain basic issues regarding the regional residential plans are resolved. • Review comments are made only once, but may affect several plan sheets. • Provide documentation that the Notice of Intent has been submitted to the Illinois EPA. • Provide copies of the Endangered Species Consultation Report and the IHPA sign-off. • Engineering and landscape cost estimates for should be submitted for review once the corresponding plans are approved. Residential Plans: Sheet 1 • Revise the Contact Information for the review engineer to be myself. Sheet 2 • Revise the last sentence in General Note#7 to require Neenah R-1530 frames. • Revise General Note#11A to include IDOT as an additional insured. Delete reference to Harlem-Irving Companies. • Delete the City of Yorkville sanitary sewer notes. Our requirements are nearly identical with YBSD's requirements,which are listed on Sheet 3. Sheet 4 • Revise both the residential and commercial road typical sections to state that the front yard easement width varies. • Revise the commercial typical section to call for a 12"aggregate base and a 4.5" binder course. Sheet 5 • A taper is needed due to the different widths of the residential and collector roadways. Based on a 4.5-foot jog and a 35-MPH design speed, the taper length should be about 90 feet. The taper should be located between the 4-way intersection and the bulb of the cul-de-sac. • Delete all stop bars on the approaches to the 4-way intersection. • Add a stop sign and move the stop bar for the approach to Route 47 to a location ahead of the sidewalk crossing Kleinwachter Drive. • Provide a 5-foot wide public sidewalk along the Route 47 frontage. This sidewalk should be located within the landscape buffer instead of in the state right-of-way. We need to discuss whether sidewalk extensions to Route 47 should be constructed at this time. • The sidewalk along Kleinwachter from Rt. 47 to the Pam/Herb Street intersection should be placed within an easement, one foot off the right-of-way line. See my memo of November 20th regarding the final plat. • The driveways serving Lots 3 and 4 should be moved further from the Pam/Herb Street intersection to reduce the potential for accidents. I suggest that both be moved 75 feet to the east. • Revise the hammerhead turn-arounds on Pam and Herb Streets to only have the turn-around on one side of the street, on the opposite side from the fire hydrant. The curb and sidewalk on the hydrant's side of the street should be extended to the boundary of the development. Sheet 6 • Water and Sanitary tag data needs to be provided for review. • A watermain should be stubbed to the south on the west side of Herb Street, ending with a hydrant and a valve in vault. • A fire hydrant should be added at the north end of Pam Street on the west side. • Eliminate the long hydrant leg in the cul-de-sac. Place the hydrant on the Lot 6 side of the proposed watermain. Move Valve#2 onto private property to a point 15 feet outside the right-of-way line. • Delete Hydrant Nos. 5 and 7, and replace them with a single hydrant at Station 105+00. Move Valve No. 6 to a point 10 feet west of the new hydrant. Add a hydrant at the Kleinwachter/Rt. 47 intersection. • Move Valve No. 3 to a point 15 feet west of the Pam Street right-of-way line. • A sanitary sewer should be stubbed to the north on east side of Pam Street, ending with a manhole. Move Sanitary Manhole#3 accordingly. The potential offsite tributary area will need to be evaluated to determine appropriate sewer sizing. • Move Streetlight No. 1 to the center of the cul-de-sac island. Move Streetlight No. 2 to the SE corner of the Kleinwachter/Herb intersection. Add streetlights at Stations 105+50R and 108+OOR. Add streetlights at the ends of Pam Street and Herb Street. • The curb drains at Station 107+75 should be directed to one of the detention basins, not directly to the IDOT ditch. • Move Storm Sewer Structure Nos. 90-96 to cross Kleinwachter Drive at about Sta. 107+60. This will reduce the potential for"short-circuiting" of stormwater in the Lot 2 basin and also provide a convenient manhole to accept flows from Structure Nos. 97 and 99. Sheet 7 • The K values of all vertical curves on Kleinwachter Drive between Rt.47 and the Pam/Herb Street intersection need to be at least 30. Revise the vertical profile accordingly. • The sanitary service to Lot 4 should be constructed as part of the residential development to avoid damage to Kleinwachter Drive. • Increase the length of the watermain and sanitary casing pipe to fall outside the limits of the shoulders for the future widening of Route 47. Consult with IDOT regarding the ultimate width of the highway. • Determine where the closest upstream valve is located on the existing 12 inch watermain on Route 47. Depending on the location, a line stop may or may not be required to insert Valve No. 18. Sheet 8 • Roadway drainage at the NE corner of the Kleinwachter/Pam intersection should be revised to eliminate the undesirable hump in the westbound lane of Kleinwachter Drive. It is also unlikely that the paving contractor will be able to build it per plan, resulting in a puddle at the NE corner of the intersection. Sheet 10 • Increase the length of the watermain casing pipe to fall outside the limits of the shoulders for the future widening of Route 47. Consult with IDOT regarding the ultimate width of the highway. Sheet 11 • Identify temporary stockpile locations. • Identify the locations of 100-year major storm cross-section Nos. 5, 10, 11, and 12 that are listed on Sheet 13. Sheet 12 • Revise the signage at the ends of Pam Street and Herb Street to be high intensity grade reflective backing. • The major storm overflow path should be more pronounced at the end of Herb Street to direct the flow to the Lot 2 basin. The current design has it overflowing onto the adjoining property when the depth of flow to Lot 3 is only one inch deep. Sheet 15 • Add a detail for water services. • Add a note to the detectable warning detail to specify full-depth red concrete. • Revise the casing detail to specify casing spaces and end plugs as manufactured by Cascade Waterworks, or approved equal, instead of the oak skids and sand. Sheet 16 • Revise the CC&G detail to call for two continuous No. 4 rebar in the gutter section. • Revise the streetlight detail to call for only two wires (white and black)to run to the power source. This plat and plan are scheduled for review at the December 28, 2006 Plan Council. I recommend that the residential plans and the final plat be revised and resubmitted along with supporting documentation for review before proceeding on to Plan Commission. If you have any questions regarding this matter,please see me. (.0 .,,,.). United City of Yorkville / "" 800 Game Farm Road 1836 Yorkville, Illinois 60560 -."---------7-z------------- Telephone: 630-553-4350 9 �. p Fax: 630-553-7575 4LE xik'� PLAN COUNCIL AGENDA Thursday February 8, 2007 9:30 a.m. CITY CONFERENCE ROOM 9:00 a.m. Staff Meeting 1. Minutes for Approval/Corrections—January 25, 2007 2. 9:30 AM PC2006-100 YBSD—Annexation Plan Council January 25,2007 Attendees: John Crois,Interim City Administrator Joe Wywrot, City Engineer Travis Miller, Comm. Development Director Eric Dhuse, Dir. of Public Works Anna Kurtzman, Zoning Coordinator Charles Wunder, Urban Planner Dave Mogle, Director of Parks &Rec(9:50am) Tim Fairfield, BKFD Guests: Erich Schoedl, Bakers Subdivision Attorney Greg Ingemunson The meeting was called to order at 9:30 am by Joe Wywrot. The December 28 minutes were approved as written. Lot 4 Baker's Subdivision— 1.5 Mile Review Ms. Houseman would like confirmation that the new lot has easements to Rt. 34. The City is asking for copies of the documents 75-1464 and 75-2146. The plat of subdivision should show the setback lines. The City zoning standards will be recommended to Kendall County. Joe Wywrot stated the nearest water main is at the Route 34/Countryside Parkway intersection and could be extended across Rt. 34 to connect to water at Tuma Rd. and Dakota Street. The Smith engineering study in 2003, funded by the City, gives four options extending Countryside Parkway across the Fox River, all affecting this property. The City is not proceeding with the parkway currently. There is discussion of a storm sewer outfall to the Fox River. Joe Wywrot is asking the developer for the establishments of public utility easements in setbacks along all four sides. Gregg Ingemunson asked about tapping on to the utilities at a future date. Travis Miller suggested that a draft agreement be proposed at the Economic Development Committee,potentially negotiating the tap on fees and/or recapture fees. YBSD fees would be paid to the sanitary district. This will be at the Feb. 14 Plan Commission. Regarding agenda item(2), the City will be accepting a re-application of Castle Bank#8432—PUD and(4) Yorkville Market Square- Final Plat will be at the Feb. 14 Plan Commission. Minutes submitted by Annette Williams 4ti©cjrf United City of Yorkville ,52 y T County Seat of Kendall County y� z a 800 Game Farm Road ESL ' _1836 Yorkville, Illinois, 60560 • Telephone: 630-553-4350 Fax: 630-553-7575 ,2 Website: www.yorkville.il.us 47<LE ikVy • PC# 7,00G -(0 APPLICATION & PETITION ANI EEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST v ` —� Development Name: 6SDate of Submission: -0 Requestiih j: Annexation fl Zoning [] Planned Unit Development []Special Use: 1. Name bt Petitioner(s): Yorkville-Bristol Sanitary District Address: 304 River Street, PO Box 27, Yorkville, IL 60560 Phone Number: 553-7657 Fax Number: 553-7554 Relationship of Petitioner(s)to subject property: towner [] Developer 0 Contract Purchaser 2. Name of holder of legal title,if different from#1: { If legal title is held in a Land Trust,list the names of all holders of any beneficial interest therein 3. a). (i). Street address and physical location of subject property: Property directly west of existing Sanitary District on River Road (ii), Zoning of surrounding parcels: North: A-1 South: A-1 East: A-1 West: A-1- b). -1b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 2 Page 1 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 3. (con't): d). Kendall County Parcel Number(s)of property for which PUD is sought: 02-32-231-001 e). Current Zoning Classification: A-1 f). Zoning Classification Requested: A with special use for Yorkvilie-Bristol Sanitary District water tr tment faci1,icies g). Is this property within City limits? Yes A _No, requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law. 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of bu:'inesses located on subject property to be annexed: None 7. Does a flood plain exist on the subject property? yes 8. Do Electors reside on the subject property? no If so,they must execute this petition to annex. (Electors as defined by Illinois Law is a- resident of the parcel who is a registered voter. Legal owners of the annexing parcE1 must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number and fax number of person to wnom inquiries regarding this petition may be directed: _ .a 1_ - - -- • kkri11P T , 6(1560 Phone: 553-7657 Fax: 553-7554 Attorney: Name: Law Offices of Dallas C. Ingemtnson, P.C. Address: 226 S. Bridge St. . PO Box 578, Yorkville,_ IL 60560 Phone Number: 553-5622 Fax Number: 553-795 ; Engineer: Name: Address: Phone Number: Fax Number: Land Planner: Name: Address: Phone Number: Fax Number: 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to page 4 of this application to"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13"envelope Page 2 of 5 United City of Yorkville Annexation, PUD,Zoning,Special Use Application Revised:2/25/04 In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: f - •n-- Signature: (All legal property owners signatures must appear on this application.) r Alfr 11111 ' f Subscribed and sw• n to before me this /f day of _ ,2006 Notary Seal i OFFICIA €A(, DEBRA A.1... OWICZ THIS APPLICATION MUST BE NOTARIZED. a NOTARY PUBLIC-STATE OF ILLINOIS MY COMMISSIGN EXPIRES 2/N 15 • Page 3 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised:2/25/04 *The petitioner, Xorkv4le-Bristol Sanitary Ditrict, hereby requests the waiver of any applicable fees and costs due to the fact that the D4gt1 ct is municipal entity. ANNEXATION, PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application,fees*and all pertinent materials to the Deputy Cle!,: minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City. `Fees: a. Annexation or Annexation and Rezoning-$250 plus$10 per acre for each acre over 5 acres b. Rezoning only-$200 plus$10 per acre for each acre over 5 acres c. Special Use-$250 plus$10 per acre for each acre over 5 acres d. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. e. Planned Unit Development fee- $500 f. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10=$2,500 over 10 acres,but not over 40=$5,000 over 40 acres, but not over 100=$10,000 over 100 acres=$20,000 g. Deposit for Outside Consultants- under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs(i.e.legal review,land planner, zoning coordinator, environmental,etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m.in th- City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner,Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director. Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites include.:; 1.1 residential developments. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building,301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names,addresses and permanent parcel numbers of all parties that were notified. Page 4 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised:2/25/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects(regardless of a positive or negative EDC recommendation)proceed to the Committee of.the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes pace. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements,fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 GameFarm Road, Yorkville, Illinois 60560. Date: � z (z,fo (, Signa re of etitioner `5 Mid(06y Page 5of5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised:2/25/04 pie B..9. Ri ver-----____________J Ab'r,¢nt � _.�o ,Qd> �a'1— •- 082 q q • � O, ns:2,.72J BiiC,a` - RoaCi2/6.94 '48.Q X-�� t2 °o"E), ' . � �' I-'//!7 q - FCr -t} [l`I _ Northwest C•II o O / J York Vo/%y Cana P., i . I V \,J 1 i / % , �• �� C'`�/ • (° 4c 6-) 7/. // • r1- col N ~ r / .t) h / o v. 'v N / , I .14 ef co % 44 - / /" f �. •' I 7/ ,ct,.;' , . i / O`'N of /�/ t/„/., O 7 /„ /, c., , , .! , It 11/ .7 / 2go - //i // / ! /// Fj f , / i00 . * ' / C2i.,w , di 23 0 ` _ /� Q..: 0.10 it 0 \ n�j - c°� c 130 03� i 53 > o p�� ;">. A• isb..._ . - N 0� ) Wo oo • - 7°a5300.96 = ( So ; f •g �/ (S87°30'W) . 7.'"--7"-. .-, . .....„, "4.7' , --,- ''''7f01% .• Delo/ o,e� • 99 �t 6cA 't 9t �� Ewer Rd 0 • A --- 90.50 - 9\ -,-, 0 3' • 1 I CO • LEGAL DESCRIPTION PORTION OF YBSD PLANT SITE PURPORTEDLY NOT PREVIOUSLY ANNEXED TO THE CITY OF YORKVILLE 11/20/06 THAT PART OF THE NORTHEAST QUARTER OF SECTION 32,TOWNSU'37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBL:.- AS FOLLOWS: COMMENCING AT AN IRON STAKE AT THE NORTHWEST COR : ,12. OF YORK VALLEY CONDOMINIUM,YORKVILLE,KENDALL COUNTY,ILLINOIS S SHOWN ON PLAT RECORDED AS DOCUMENT NO.77-7836; THENCE WESTERL;;. ALONG THE SOUTHERLY LINE OF RIVER STREET,90.50 FEET TO THE WESTERL`w: .INE OF LOT 7 AS SHOWN ON PLAT RECORDED IN PLAT BOOK 1 AT PAGE 84 ANDEASTERLY LINE OF A TRACT CONVEYED TO THE STATE OF ILLINOIS B1`. :)EED FROM CLARENCE S.WILLIAMS AND MARY E.WILLIAMS,HIS WIFE,RECOI; .4ED IN BOOK 76 AT PAGE 350; THENCE NORTHERLY ALONG SAID EASTERLY -:INE WHICH FORMS AN ANGLE OF 91°46'00"WITH THE LAST DESCRIBED COU S: ;;MEASURED COUNTER-CLOCKWISE THEREFROM),9.89 FEET TO A NORTHEAST`' !;LY CORNER OF SAID WILLIAMS'1'1RACT,SAID TO BE ON'1'HE CENTERLINE OF RIV<<,:v ROAD,FOR THE POINT OF BEGINNING;THENCE SOUTHERLY ALONG SAID EA ERLY LINE, 497.21 FEET;THENCE SOUTHWESTERLY ALONG A SOUTHEASTERLI `,INE OF SAID WILLIAMS TRACT WHICH FORMS AN ANGLE OF 124° 41' 30" NA' I THE LAST DESCRIBED COURSE(MEASURED COUNTER-CLOCKWISE THEW_�: AOM),130.68 FEET;THENCE WESTERLY ALONG A SOUTHERLY LINE OF SAID Wil ;:AMS TRACT WHICH FORMS AN ANGLE OF 161°45' 00" WITH THE LAST DESCR-:_'ED COURSE (MEASURED COUNTER-CLOCKWISE THEREFROM), 77.22 FFTHENCE WESTERLY ALONG A SOUTHERLY LINE OF SAID WILLIAMS TRACT V : IICH FORMS AN ANGLE OF 164° 15' 00" WITH THE LAST DESCRIBED COURSh. MEASURED COUNTER-CLOCKWISE THEREFROM),300.96 FEET;THENCE NOR-SWESTERLY ALONG A SOUTHWESTERLY LINE OF SAID WILLIAMS TRACT WHF' I FORMS AN ANGLE OF 148° 30' 00" WITH THE LAST DESCRIBED COURSE MEASURED COUNTER-CLOCKWISE THEREFROM),104.94 FEET;'1'HENCE NORTE-, RLY ALONG A WESTERLY LINE OF SAID WILLIAMS TRACT,642.84 FEET TO AN )N STAKE IN THE CENTER OF RIVER ROAD SAID TO BE 291.72 FEET (=4.42 CHAP'S)WEST TO THE WEST END OF BLACKBERRY BRIDGE; THENCE EASTERLY ALONG THE CENTERLINE OF RIVER ROAD, 610.82 FEET TO THE POINT OF BEGINNING IN KENDALL COUNTY,ILLINOIS,ALSO ANY ADJACENT ROADS REQUIRED TO BE ANNEXED TO A MUNICIPALITY PER STATE STATUTE AND EXCEPTING THEREFROM ANY PORTION THEREOF PREVIOUSLY ANNEXED TO THE CITY OF YORKVILLE. i `,�Evir o United City of Yorkville Memo J 800 Game Farm Road T - ESt Iti ►�-- 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 O 1I ~ y Fax: 630-553-3436 474E wNi Date: February 1, 2007 To: Charles Wunder, Urban Planner From: Joe Wywrot, City Engineer CC: John Crois, Interim City Administrator Eric Dhuse, Director of Public Works Subject: YBSD Property Annexation The remaining part of the YBSD treatment plant property that is currently proposed for annexation is immediately south of River Road and west of Blackberry Creek. When this property annexes,the River Road Bridge over Blackberry Creek will become a city bridge. This is currently a township bridge, and is in poor condition. It will need to be replaced within the next 5— 10 years. The cost of the replacement will probably exceed one million dollars. The YBSD property currently extends to the middle of River Road.Normally I would recommend that we get a right-of-way dedication from YBSD for River Road at this time,but since there is other YBSD property that we also need to right-of-way from we might as well wait until later and get all of the right-of-way at one time. I recommend that we get assurances from YBSD, however,that they will dedicate sufficient right-of-way for River Road in the future, and that the design of their treatment plant expansion will take the future right-of-way into account. We will need to determine the right-of-way requirement soon and transmit that information to YBSD. If you have any questions regarding this matter, please see me. o United City of Yorkville it County Seat of Kendall County 800 Game Farm Road Esr • .` Yorkville, Illinois, 60560 • A e Telephone: 630-553-4350 .$12,_ O Fax 630-553-7575 SLE %•''11 �`� Website: www.yorkville.il.us January 8,2007 TO: Travis Miller FROM: Anna B. Kurtzman,AICP SUBJECT: Yorkville-Bristol Sanitary District Request for annexation,rezoning and special use permit Staff is in receipt of the Yorkville-Bristol Sanitary District's request to annex 2 acres on the south side of River Road straddling Blackberry Creek. In conjunction with this request the District is also requesting rezoning to A-1 with a special use permit to allow a sewage treatment plant. Department of Building Safety staff recommends that the petition be closely examined. According to the Sidwell maps the property depicted on the site plan attached to the application is actually two parcels. There is a small parcel located immediately south of King Street(PIN: 02-32-231-002). The larger parcel(02-32-231-001) consists of approximately 13.75 acres, not the 2 acres reflected in the application. The legal description is reflecting the 2 acres west of Blackberry Creek. As such, staff recommends that the site map clearly reflect the acreage being proposed for annexation. In addition, staff would recommend that the zoning of the 2 acres west of Blackberry Creek be afforded the same zoning designation as that portion already annexed to the City(which is presently zoned R-1). I have been unable to locate any records that grant a special use permit for a sewage treatment plant to the eastern property already annexed to the City. For clarity sake staff is recommending that the entire property be included in the petition for special use permit. Finally,was a plat of annexation prepared and included with the petition? If yes,this document was not forwarded to our department for review. If not, then a plat of annexation needs to be prepared as this document will need to be recorded with the annexation ordinance. If there are any questions please feel free to contact me. /abk c: G.Williams,W.Dettmer filename: \\Coyserver\User Folders\AKurtzman\My Documents\Yorkville-Bristol\annexation1-8-06.doc ` � I 1 � \qr\ \ \\ 3•, � iq .,,.rte �1 \ \.mac! i 143� \ �awn\ 11 t ,' '�°` t ,r / / \ \ � r �. _.• i''i� ._...�` � 1 � � -' t ,r', rF=718.0 --a \.- �f rF-*12.0 REPRESENTATIVE PLANT LIST � ��J ' �� ' � � s1.a� `�." , 1 I 1 j 1�1 eta, ' {� � ��. � �' ' f I I I( 11 1 � l Key So anical/Common Name Size Remarks v / i///�r}// 11 7TOa7 l , � �/ / s � j � � \ _ � �- //��}.Oe � 1.. / //°%� �n � / /� 1 t rf 4 V •�j a , �� Isem. SHADE TREES / t Acer froernanii 2 1/2" Cal. / Wm 7&� J AUTUMN X BLAZE MAPLE � J fi P ;0 � ' L �� / -ti` 1 E— ✓-—i v ✓-- 1 - _ ". - � •Vf GARY R. WEBERGeltis oiaentalls 2 1/2" Cal. HACKBERRY TF=a13.p / . ASSOCIATES,, IN C.)h Gymncladua dloicus 2 1/2" cal. -7tg� / aJ IANDPIANNIlVG KENTUCKY COFFEETREE 250 1F�6.0 LANDSCAPE ARCHITECTURE Gleditsia triocix it hos 1ne^mis 'Skyline' 2 1/2n Gal. 1{i=717f.0 SKYLINE WMEYLOCUST /v1//l!/"�/ `/;//�r/te-�///-//�/'e= /,// //`'/f (ol r 1/; _ I r' 1- _u =•` -_ 1 _ -- -r1`1 f3 / I'! %r. ✓//�i/,�/✓.`--\1'\\`\\\\O\\\\\\\\\\\�\\`\\�\\'\r�\_\\I a�1�\\\1-\`\-\y`__._\�i�� 0\-,.�.✓_ _ r e1 224 SOVx MAIN ST REE T WHEATON,ELUNOIS Pyrus calleryano 'Redspire' 2 1/2" Cal. TELEPHONE630-668-7197 FACSIIvIl�E: 530-6689693REDSPIRE PEAR � Tilla cordata 'Greenspirs' 2 1/2" Cal. -` 1t~a 0/ /f!/,. / / // !' ` ' . ✓/✓� / ' / /�y5` \ 6 -~ 1- O l f / / I s �' �`�� \ GREENSPIRE LITTLEL.EAF LINDEN x � / f l '18.0 1 / ! / // ! / U1mus carpinifolia 'Regal' 2 1/2" Cal. `` // /frl 0!/!✓!/ /! ! JJr/ / �/ / l t \ - - -�= 1�ff `\l �' ' t'r/ ' v �1 \ - �I • REGAL. SMOOTHL.EAF ELM 1\18 �// /� /, f ,, % //.,o �° / \ -�_ ;• __- _-' 1 � 1 �� r = ., f I��. / / - J-- \ _ � � _ �- ,� i i I YNDHAM DEERPOINT -CMESr7 ORNAMENALTREES , Amelanchier �'•andifiara 6' Tali C1u�^n Farm \f I� / / 11 ' ��i'//'. f�i�� %//ice� _ \ - •� / f I � � /�� ! 1 �, �-;'j{ , .P ,,�� ; � e� /'�'\ ,•o %� �--- �� , �� I I,; '� �Q�LINDSAY CIRCLE 19 / /r. I`- / n #f / / ;001i� J / / . ! s APPLE SERYICEBFRR7 / ,'� �^� �jJ111 r i'' '�-� NORTH AURORA, IL 6�5�42 6 . 1 Betula er'a Tall Glum Form \ . ,- v - _ � r ,• RIVER BIRCH p I -�11111 / / / %� - � l I i I / Y u 1 1.1 r1111�\ /_yes ��s�%� � = 11 •� 1 1 f� ,Jr f- / � \ LAND VISION, INC Alnus lutinosa 61 Tali � Clump Farm 1 �- ✓ f j j ,- �. BLACK ALDER f / / ,.. — �� / / _ �-s 11 1 11 1 1 1 1 ! — / \�lf� y 116 WEST MAIN ST.SUITE 2'08 I fir'' �`` i✓' � ' r,1 es�+� i1 411 L J f f ! ;. / / j 1� 1 1 f ( i [f` -'� / :,. _ �,: , GoTiJs Mas '' tel= T r �Av� i �� t m a r e� f i i r \ r6' Tall Clump Form /'` / / - _ / 1 1�' ' / r f / ! , / v {6 ,s�� _ � � 1 / �� \ �� ,� - / � � f � 1 � )� � � \ � / ! � 1 e � � P�I �� ST,CHARLES IL 60174 f_N 1 � � T14A, Ja COR EL ANG -v - _ � 1 .r HERRY W f z; DOC, OOD / �' r � \ �-/- - •-\ � 11f 1� ��. --- i 11 .� . 111 >o—_— . � • , -� ms's'- • '�==/. - � `�� 1. _ .. ,� 1 _f r �! i 1 ) ) I � � 1` \ \ .,.a- %� e �� --- _.... s �� . e�s r � ` 1'm�,� �. Crataegus crus-galli inermis 61 Tall Clump Form A55 r,/� /1 `. J I I r r 1 1\ f I ` / / / � z;i B THORNLESS CXKSPUR HAWTHORN S.� 'r-` \, 1 ! 11 ]1-- \ 1 I r f 1 ' 1 ` ) 111 1 \ \ �- f j q 1� 1 1 ' _`—-� �° ` � , ,: JACO AND HE NERASSOC. `�1. �1 1 � i 1 I F i � ) • -�� r,..,�;� � Ma1us 'Prairie Fire' 61 Tall Clump Form ' f134 815 CAMPUS DRIVE PRAIRIE FIRE CRABAPPLE _ 1 'f t + I / I; L \\ _ JOLIET IL 60435 EVERGREEN TREES `" ! III r( \S / 1 I / / ( X111 1 j �pq F �� X11 e � f , • f I'f ) ° ` } 1 ' y b �[ f Abies � �\' �� 1 \ ✓ - 1 1 4 1 1 { .e � 1 :� 1 ! / /`/ r .j,�10{t,nlen�9i! � � 1I i f � ,j / ' ��-�,� �1 j �� r! / W141TE Roior 61 Tall Picea puneem 6' Tall 'y /�� 32 j 12 / GREEN COLORADO SPRUCE k`, 1 - / \� ,f 1 2 �� \ \ 1 4 1 11111 \ -- -, 1 --? ( l 'i !\\ Pinus nigra 61 Tall AUSTRIAN PINE ' . r 1 I / \ 1 ( !11 1 ..1111 \ \ \\ � r , f , Thuja occidentalis 'Tec ' 61 1 \ / ��` 1 2 \ _ �-— \ \' 11 Ili 1 1 1 3 �y Tall y° 1 130 � � \ 1 1 \ \ � 1 ) MISSION ARBORVITAE r \ 0 r `� / J 1 \ \ \ 4 11 } j/ .- 0.' i �� :� - \ � � I . r,�, \ . �� 11 If. - = LOCATION MAP DECIDUOUS SHRUBS f � \ s 1 ( -- 1 +� �° .�' )1 �29 \`�� / � �� ' � � 11', i 11 R 1 t rte, ) 1 � .�� - /i1/11 Catoneaster acutifolia 36t1 Tall 4' O.G. 1 1 i �/ '\ / I ✓ \ \ 11 ` 1� 11 j 1 1 ^ $� `�1'0//f//` NOT T� SCALE PEKING GOTCNVEASTER '1' \ i�,• ��` '` � 1 ' � �„� �� 1� 111�1 ��f I,�,) �( I f / `� � /� l � � LL � / � F Euanymous status Compacta 36 Tall 61 O.C. DWARF BURNING BUSH - �. 4 \\ `r 1 \ j \� 1 1 1 1 1, ` \\ 12 �y r _ - SEE S - Spiraea x bumalda Anthony Waterer 24 Tall 3 D.C. l` \ ,' ANTHONY WATER SPIREA \ 1 1 1 1 1 1\ j ( 12 \\�1 ' � ��► ) 1 I` `� ` 111\ ��\ S ri : \\�\ y eri 24n Tall 4 OC. 1 1 �� I ! �� ) 1 1 J1�1 1 1 � ,1 _L1 ) i 1 1 DWARF KOREAN LILAC � �� 1 1 � � f I 1 / 1 �� /�; r J� � I \ � \\ �I ��i )� 1 t 1 1 Viburnum dentatum 'Ch Lustre' 3611 Tall s' O.C. L 1 1 I `. 1 ) �'.j f 1'' ` ` ' - - ` 1 221 1 1 °e° 1 III 1 1 CHICAGO LUSTRE VIBURNUM 15 s Viburnum lantana B6" TaIl 51 O.C. I / , j , \ \ i f 1, L ` ,) r 5 NANNYBERRY VIBURNUM 1 f1 11/l ! ' < 1 I 1 \ \ ) (1(� ',I f/r//// EVERGREEN SHRUBS s I l / / 1 1 1 L � ► , (_I 1 f l I I f _ 1 Juniperua chirlensis 'Sargalti' 24" Wide 4' O.G. SARGENT JUNIPER IAI 7i 1 Juniperus chinensis Seagreen, 24,1 Wide 4, O.C. P / 1 / l / �l•1 l!0. )l I 111 / SEAGREEN JUNIPER r , 1\\ Taxto media 'Densiforrnis' 24" Wide 4' O.C. ) I } i 1 1 1 j t 1 ) 1 \ \ 1 DENSiFORMIS YEW _ I \ 1 1 / f I I ) 111 }1 1\i \\ \ \� ) ` I\ \ , \1 , }I 11 e�11 PERENNIALS AND ORNAMENTAL CrRA55E5 • � 1111111111111 �� \ f' � � I 1 1 � i-. \� \ \I' = � � I 1 1 i I ,, g , :.�--"''...."-.. .. _, 1 ,� Calamagrostis acutfolia 'Karl Foerster' 2 Gal. 30" D.C. e KARL FOER57ER FEAT�•IERREI=D GRASS f J ) �1 T bei 5.—I 1'I / i/f f\`� f I�\ ,1 1 1 ) 1 1 \ \ l l �,1 1 >= Helictotrichon semperviren$ 1 Gal. 24 O.C. 1 1 ) f I 1 ! 1 1 1 [ r✓ // 1 / ) 1 ) ) BLUE OAT GRASS ( i 1 1 1 11 !// / / 1 { . + �) 1 l ( 1 1 f I � t ( I •�� 1 \ � �� / 1 I I l ) 1 - Hosta sleboldiana 'Frances Williams' 1 Gal. 24" O.G. FRANCES WILLIAM HOSTA -- � f I/r` 111 \ \ ) ) I1if/ / / -- I 1 \♦ \� LU 1 .I i I I)I1 1 \ \ Liatris >rpical;a 'Kobald' 1 Gal. 18" O.G. r f111111)1)))1)) \ � ) 4 11 11 1111 � SPIKE GAYFEATi-IER 11. am Misanthus sinensis 1 Graciliimus1 2 Gal. B, O.C. CLA< MAIDEN GRASS 1 , „ ///11 , _ Rudbeckia Goldsturm I Gal. 24 O.C. I /i l ( 1 ! `1 '(='" // / / .,, , If11 111 1 / / 1 I ) 1 / U GOLDSTURM HL.ACK-•E ED SUSAN /11`1 11 1 / f Sedum 'Autumn Joy' 1 Gal. Is" O.C. ) I ) / /l,� /. f { fi;+ \, '� -- I �i - / Z r t AUTUMN JOY SEDUM 1 1 � �I -�i J Salvia x superba East Friesland 1 Gal. 18 O.G. EAST FRIESL.AND SALVIA W _j GRaUNDCOVERS us � J PURP LEAF KINrERCREEPER Quart 12" O.C. Vlnca minor 'Bowles' Quart 12 D.C.BOWLES VARIETY VINCA / I �//I/r l// /1 ,�f�`'/� �_ � j � �r � >�• ` � ` / ` \ — " 34 �\ \ `\ \� ,'S a � �"'I 1 / 111 11 1\` 1 \�\ r �,� 1 11 � ��—•�'/' '.-° `. � 4\� \�� I / 0 / / ,e t'/ s / 1 i 1 �\\`1 \ 1 ) W PLANTING [DETAILS �� / !,f/,; - ;,%,' .�' -� 1`` 1111��:� � ��,� <<`` � �`_ / -.�., � 7_ y\�, 111, ;� 7N* tiJpJ r- s REW.MW ItOSE VM 3/16" / I I K GALVAND, ;cT M>»10 SRAW � \� - 44 kv 4.o v� 3'x3/8"�E f 1 / I _ J - __` ` \ /�\ \ \ '� / • ` -- / �°' � /'�/ ' / )I 1 � oR�lAROM E"M WAX 4v t� 1-15 OX RTAIN MR ft FM ��► - ----- 9lib"x30 tEIE VH r HU ��a' IRV LKni:: e 6 Al c New6" 3 PER TRE.Ea. SPACED � 3'DLI,x I DEP ctJlll+ATED r EA f e -- — —\ C5 5PE�AT�3 IIGORPOR►tX 25 PERGEi�T nLI51IROorI 1 � 1 ' ' � � �� , ' � � � r / r"'� 46 \ -----E srn�suacRa»E �" COMPOST INTO EMT%50L I ) 1 1 � � \ � � I\ 111 \\\ I SOIL locllir�E 63\ �� X ROOT EWL (SEE 5ftTt ATi 45) fl 1 1 1 I \ I 1 �,_ 11 I 1 I 1 1 � 111 /.--�/ ` / Y✓ . \ \ , DECIDUOUS AND EVERGREEN SHRUBS EVERGREEN TREES ! 1 f -= _/ / %/ ! 1�1 ` �� '/i /{0/{f " �\ V \\ \ \ N.T.S. N.T.S. (/ I 1 f FOR � \ MWART? \\ f r'l ) /f --— _ — -- \ �` \ / / ✓/ / ri ) 111 \ \1 s i AN W FOR1'I .t► < � I ? � \_ 1 l \ 6\1\ fit, \ \�� 1if $ 1 / \ T _ `— / � / / t \ / \ L_ I N TREE WW(FALL aL'l) TREE WRAP(FALL Olin \ / ! //�/!{ 7j \ ^-ill /1 I OP ) 1 l2"AiiOIjE / REVISIONS RI{A D GRADE /*�\ o � EaQS'iiNG SLSGRAtlE LOT PAYElETir WM \�11�, \ \ ,; !f(� L--�•—,---� /I \ \1 � �11 \ \\e \;\\ �\ 1 t \` �. - ,'\� j 52/ /�tRA$ 00 TE25 PEAI�1�151O0M ARFA \\ \\ ��b-_ \ x-•71 y[ 7 WMT i�l�L/F W JIJL ` \ .\ , \ r6A •"_'_ 1 } .J "1 ! 3 1 ,fir /r 1 t \ \ 11 -- (`_ ] 3 f i \ / DATE 12114/05 2 x Roar 13A L DIA. SOL 1'ClTilili= Fu i�m�" cava �\ ' \\� z, I f 1 j l 1 I j r)r ,- -- �° 0 �!� / \ CSEE SPEC f1GATi01 i3 2 PER TREE � � \1 \ `\�� / �) /,�,,, —,53 �I i j j f r ' � �� I � \ r KEY MAP � PROJECT NO. VWY0515 DECIDUOUS TREES PLANTING ISLAND DETAIL \`.. �S, =� —` J 1 0;I f\ ( / / �` \ ` DRAWN LAK NT,S. N.T.S. CHECKED RI=O O 75150 300 450 1 SHEET SCALE: 1"=750' NORTH 1 OF4W , 48 TF=735.0 56 6 TF=734:0 t 5 TF=714.0 TF=712,0 r ' TF=720.0 54 TF=sV15,0 53 TF=72.3.0 T '� .fit 4 , 52 TF=720,0 TF=713.0 T'--=71 3,C \ TF=730.0 63 GARY R. WEBER r 51 TF=714.0 k 5 4 ,.�;� ;i- a TF-735.0 TF=-7 0 TF=714.0 �� -�:y ASSOCIATES, INC. LAND I'IANNING _ — /' i IANDSCAPE ARCHMMURE TF—717.0 ,, TF—715.0 ` EXISTING STING NOODLAN D �a�sovTx MAINE SRET I � 7=73,4.0TF=71�� 7 � `�� _ � �. TO BE PRESERVED WHEATON ILLINOIS ' :4• ;. TELEPHONE: 53(1668-7197 TF=71 TF=`j1�20.0 �: , ® FACSDAILE- 63&668.9693 TF=7 2T2.0 r. TF=713.0 ° .� "` '., ' --I I---"`-- —_ . _"" -. .r `'`► TF=7 T�=714.0 - — -~'� I 1 _ _ '+ �0 0 'n e� _ t 1 1 ' r;f.,;. WYNDHAM DEERPOINT HOMES - i TF 26.0 10 3,F=716.D 111 111 fit J111 6 i05 LINDSAY CIRCLE 1 t 1 2 1 t ? NORTH AURORA, IL 6VA2 TF=717.0 t 12 1� � TF=71 . x' o . 1t 11 __�a —_ rI/ ={ : . LAND VISION, INC _ 116 WEST MAIN ST.SUITE 208 1 IL 60114 f ST.CHARLES TF=720.5 , .00 .00 fI • . 3, 1 _ ry' 1 : JACOB AND HEENER ASSOC, E�MN G 9 TF- 2 :0 7 . E E 0&D 815 CAMPUS DRIVE VOL- AC-Fr TF=ALO DETAI170 JouET, IL 605� 190 169 SE EET TFC 72 .0 1 3 . __ —- _ — .� � 1 __ — � �tl _� � �� 168 SEED DIST_URBED ((}} Ile AREA l..U 1 49 � ` Ill � � 1 �a, -A'• .. ' .' '-e � f�� \ /' �'r� � - - - ,� _ 189 ' 71 %�\ 167lop SEED TYP. dolp 148000 1172 NN 166 i o d - `i -7 i— f �' ~�_ ,f i foe ��\ • 2 1 ; � f r A\ 111 111 ! l / `rir f` • _ _-, �" , 1►' 142 1 1 143 f 144 '�f 14? �., r • 173 1 . 1 � 11I , , , _,_ , ,, , �\ �� fr-� 165 t �- 400 � __�__ _ �,� 141 t11 1j 145 �� r ` 187 �� ` _, 1 e0ooc x, 13 140 174139 186 138 146 164 1 1� _ i ..-�! - �� 137 ___ — f5 r > > - .- 1 L---- --_ .J. - goo ��' 1 6 �� , , -_, �� ' ,ti: 185 � I 175 135 1 — — I f , k, ,• .. t 163 , — �� , 1 f ;'EXIST G PgOODLAND �\ �� 116 111 115 ,�f 114 r �O B RESERVED 1 '— — = �" —= �— -- . �_ I 1 -71 / `�` r/ �� `,1 S \,� ,1 _ / ,' ,.� Asphalt Path location 1 '.f c '� 33 — _ L— _ 1 f ' 62 �- r` � �`f / t � � � � 1 � to be clete�mined in —` _ _ d - � I 1 ! 1 1 11V final engrtee(hq �-— i". 1 ! ..J I �- J �- ' I 16 , .. - � 0 132 ' S3 - ,. � 21 � 1 ��' f 1 161 1: � ===-=--, W 1 1 1' 1 f 0� _ 1 1 17 am C �� / � �� \ 1 � � � SEED DIST ED ' �—� r--~ ~ �` `� I V) . . 131 _ � , � - 1 ; 0 V AREA 182 1 _ - - -- --- t r / co 160 1 ��' —, r �.:.r � � 123 > � -- f , 1 1 , 1 , -�,,�. 130 '� r 1 ' 3 , �� -� _ - �- ' 18 + � omF - � Lu 124 > �- , 159 ,r- r .� , � 1 �' , SEED DISTURBED \� $� .A, 1 '112 ; , ,__J 1 19 , AREA >= 180. , ;1 �- —s-- , I 0 0C 125 :fi`: _ _; J 1 _ _ Q r '_:• — --- o / 158 1 Lu I K 1 1 ,, 179 - —__� , 126 1 1 a 1 1 '1 —_ jj 157 ' z1 1 11 SEED DISTURBED 1 ) 1 t1 127 NATURALIZED PLANTINGS 1 110 $ � 1 � AREAS �'- -- V- 178 ' -- _ _ 21 I 128 llt ,� TO LIMIT OF 1CL 1 t r DISTURBED AREA -j T � 156 1 109 1 ' s 11 ' , �_ -- - 1--- �' _ - -- 1 ' 22 I f 1 � 1 � 50 1� � 51 1 f- I 152 1f1 I 1 153 ,, 154 1 155 1 r SEED DI STURD 1.08 ------- J L_ —� 23 1 AREA EXISTING WEA"LAND � � i � — --—_ - L_ --J J 1_ -- -- � � _ ' TO BE PRESERVED \ - -- e ,� TRE24 A I 1 107 .-%' �f� l�f 1 1 1 Q6 111 105 1,1 1 Q4 III 1�1 11 111 103 -102 1 1 101 I'1 111 i ' 100 � # 99 f 25 J 1 1 1 ! 1 1 1 1 .MEMO -. — EXISTING Ir+IETLAND MEOW '... TO BE PRESERVEDZ6 Asph, k Path Imat� to be&iert ined in / ; -LL I i `� finaf'erigineering 98 // 12121 106 REVISIONS qNORTH DETAIL - ,,.,, 27 , 97 .. BE 44 LOCATION 0 40 80 160 240 SE SHEET i °` / _, DATE 12/14/t)5 EXISTING WOODLAND ` � _ ,` � PROJECT NO, WY0515SCALE: 1 .=80' NORTH TOSE PRESERVED - 28DRAWN LAK 96 Ft Aw CHECKED REO r4i " - •. ` i %� % f � SHEET 95 30 94 I f \ �' ! ! 31 WATER E R ASSOCIATES, INC. 93 { { LAND PI ANNING ' LANDS TOWER S�� E CAPE ARCHru i ju 224 SOMH MAIN STREET / 9 WHEATON,ILLINOIS 3 2 / TELEMON+E: 630.668.7197 / �'1C�73.lYl1Li'++ 630'66[7'7673 SEED DISTUR5E AREA .- . d _ ` EXISTING WOODLAND ADJACENT PATH TO BE PRESERVED 'r� WYNDHAM DEERPOINT HOMES f \� 605 LINDSAY CIRCLE 92 ��/ NORTH AURORA, IL 60542 91O �� — I I 3r 3r ,a / LAND VISION,INC 90I `'�`` SEED DISTURBED UR�3ED 116 WEST MAIN ST.SUITE 208 °°X F \, ��" AREA ST.CHARLES,IL 60174 ��,,° �' � � 1 �. !�, �� JACOB AND HEFNER ASSOC. 89 ,, °°� �: .� _ \ { �. ;/ \ 815 CAMPUS DRIVE 35 /�` `\ JOLIET, IL 60435 71 IN oy 88 EXISTI I OODLAND . / �` �` 6 / 84 \ �/ \��' TO BE ESERVED f { ; /�, ! \ / //' \ \ i 37 PRAIRIE SEED ' \ ; r �, \ \ I' \ /� 8338 DISTURBED ARE 82; � did \ ` \� ,� /� -� � � _� � BENG� LOGAT I ON _ t 1 IN 39 S�4 E.ET 4 78 SEE yam_ 79 \ / 40 80 1 81 / / 44 41 55 I / / 66 , ! —__ - �,, , �� / SEED YP. • ��,, :,. 4577 43 z d 54d \ / 67 { ! did ,,.E. 1 r' \\\ // \ ` / !, 1 1 >m A14a Lu w / Ir 48 :1,,: .I CL 63 d g � � � 47 42 68 co 62 ' `\ / / / { Lei 69 74 49 PRAIRIE SEED DISTURBED AREA LL. , I I I 1 ! 1 \\ ENCW LDCATi"'ION \,� { I 51 I I g I I 73 I I I t \SEE 54tET{4 1 I I �� Z 70 IS`I"INr# WOODLAND ❑ rr— TO BE PRESERVED60 ti I 72 J. I � 71 I 1` ,\ I SEED TYP. _T— ` NN 58 dl 5354 { ENCA LOCATIONmoo SEE SWEET 4 EXISTING WOODLAND ! I f 12!21106 j REVISIONS TO BE PRESERVED I I SEED DISTURBED: 1 t N AREA DATE 12114/05 PROJECT NO. WY0515 SOUTH DETAIL DRAWN LAK CHECKED REO SHEET s 0 40 80 160 240 ■. . , 3 ® F4 SCALE. —80 NORTH a sJ 1 a TONE RETAiNNING WALL STONE DUTCROPPI -� - UPIENT NI \ REEN SHRUB - V� 1 4 + GARY R. WEBER \ 'v - - ---- -- ASSOCIATES, INC. "'0\ ♦ + ++ _ _ -- LAND PLANNING LANDSCAPE ARCHrFECTLUTRE �% 224 SOUTH MAIN STREET 18" DOUBLE FACE WHEATON,ILLINOIS Er?EN NATURAL E: t + TELEPHON630-668.7197 COPING SAWED FACE EDEN STONE ",t' / ' ♦ \� `♦, a PACSIA+IILE: 63M6&9693 �, , i ♦ + + y- - LIMESTONE 51G 12" ETCHED LETT E C14EST14UT BLEND PAINTED BLACK 40% DARK BROWN BOULDERS 6= MEDIUM BROWN FLATS + + + .�► �\ !+ \ 3' 8" LIMESTONE - �' USPLIT FACE y.�+ ♦ �. _ _ YNDHAI�tI DEERPOINT HOMES � � ♦ 1`\ � . } �-_ �-� ��a 605 LINDSAY CIRCLE ' ` GREEN 'TY-P---- -_ "� + - , - s ♦ t -- ti NORTH AURORA, IL 50542 1 1/2 I -NT Y N ' ' - ,rte �,� ' � , `� �•` + + `�� — r , tall \, ♦ } _-— 't ' `r LAND VISION INC MORTAR TO BE � � �'� � � 4 -1Q . ;r ,- � `� � �\,-- \\\ - _-- � .� + + + + + _ -`��ENTAL`-Y `--_ _,- t , �;"; . ♦ } + _ - ~ - - t 116 WEST MAIN ST.SUITE 208 l O ♦ + . + + + r -- ti r RAKED BACK 41 #� + + ` \_____ ♦ + + + + + + ,� _ _ - ___-_�_,�_ _ ti ST.CHARLES,IL 50174 f + + } + �� + +; 4 -�__' ► JACOB AND HEFNER ASSOC. � " ,'' + ♦ DECIp10US SHR Tyr-- 815 CAMPUS DRIVE JOLIET, IL 60435 4: ;/ "� �- - __ _�� T -__-', ► MONUMENT MONUMENT NOTES Au"EL1. CONTRACTOR SMALL SUIBMIT COLOR AND MATERIAL SAMPLES TO t° • t _ - ,_ }ECI + EVATIONO2 4 12 OWNER FOR APPROVAL PRIOR TO CONSTRUCTION. SCALE: 112"'=1'0" + ---- r \, 2. SUSMIT S140P DRAWINGS FOR REVIEW TO LANDSCAPE ,ARCHITECT NOTE, CONTRACTOR SHALL SUBMIT SAMPLES OF STONE AND OWNER FOR APPROVAL PRIOR TO INSTALLATION. FOR APPROVAL 3. REINFORCED CONCRETE FOUNDATION TO BE DESIGNED BY OWNERS 1__ \ 9 ! + i STRUCTURAL ENGINEER. � `\ r,r ,' + \ ��,- � + + T-------_.�------------------------ - ;-_ 4. CONTRACTOR SMALL VERIFY ALL EXISTING CONDITIONS IN THE - FIELD PRIOR TO CONSTRUCTION AND SHALL NOTIFY LANDSCAPE ARCHITECT OF ANY VARIANCE FROM CONSTRUCTION DRAWINGS. S. CONTRACTOR SHALL VERIFY UNDERGROUND UTILITY LINES AND IS - RESPONSIBLE FOR ANY DAMAGE. _-- 6. CONTRACTOR SMALL SECURE AND PAY FOR ALL PERMITS, FEES, �� ,' \ � • +t --- � AND INSPECTION NECESSARY FOR T44E PROPER EXECUTION OF THE \i ; ` 'X - - •" WORK AND COMPLY WITH ALL CODES APPLICABLE TO THIS WORK. �'!';`. ,' ♦ � '' \ � ,� � � �# � B11GE TRAl1w i t S � i M� � Ile EVERGREEN TIKEES ,� E ERENNIALSom YP \ t NWL + �� --� — _ � 11 ' } � � '' rl �• _ - --T-1t- EROSION CONTROL BLANKET ,��' `� r` 1' W ALL. SLOPES 4A AND GREATER a ` _ i / + � -' + \ A t 1ui om MESIC—UPLAND PRAIRIE WET MESIC EMERGENT 24 INCHES (+) NWL-24 INCHES NWL-6 INCHES ABOVE NWL AE30VE NWL IN DEPTH BELOW NWL IN DEPTH 5EL(5N NWL i { + fs \Y . 4 `tr i O 1 DISTANCE VARIES DISTANCE VARIES- 1 DISTANCE VARIES DISTANCE VARIES uj 1 CONCRETE MOUNT PLANT COMMUNITY SECTION Iyi ' x 1 tt NOT TO SCALE i r I � 7 ----� I \, �. a � " x f - --T-- --- ------------------i-----------------T------------441 1 61 AN_+M BOLT o ' ANfkM $CLT TO CONCRETE TO CONCRETEC I s i I e ` x i� N. 4" TYP It y u I � x ,s ; ,.hili 11 I��i lica, l• ��1.-=� ii �^ i I .=.+� Ca ACTT SUBBASE IIITirl }�E=II �„ I s 1 I I GRANULAR MATERIAL '� y I s i � � � +j r•.rnr �- � r 1 i � \` f 1 `1 1 j r \� x t ui i r r VICTOR STANLEY, INC. 61 BENCH (10) 2 x 3 CLA551C 5ERIE5 C-10, IPE SLAT (NOMINAL) SLATS BLACK C01 y si 4 j f x �: a 00 j 1 BENCH `-------------- LEARANCE FOR 31W ANCW R BOLTS ` ——— y —�•�w � { /O±RNAM ` CENTER—TO-CITER DISTANCES ARE AI'PROX1MAl'>= (VARIATIONS IN CA5TING5 RASS ARISE FROM DIFIRI=NT RATI=S t COOLING) 1 r ,� --r---- \ iN. BENCH CT O N j S E � ,''' I •'��- 1 � j i r`~`` � � I x 1/ ,� 1J N. f \ \` `` * } \\, \ii �1r � j / �.i'� r1 �j i I1 � k � � x + /r •- - />!: r SNADE TREE -----__--- — - -� "- '`r-------- --- --- ► ------------ I / / `-■-w-�.,c ` `r.-.. .... 4---- ! 1 � � S i t' , l ' / - .•r' 1j df t` --_<<_ 1 ••" �_�,t s t i I r 'Iii / , /} ---�____ --------------- _ e, _+ �... r.j.. --..� ed/, d' / -- ---_ --- »�... i i I _ s i 1 / /' / ( // 12/21/06 ,� ��' ;t r � !• 1 1 - ° - �-__ _ i t i sem- ''� i ° ' 1 / l REVISIONS FA DATE 12/14/05 a! r ( f i / � r m� PROJECT NO, VY0515BENCH PLAN DETAIL DRAWN LAK ENTRANCE DETA� Lm mmi CHECKED REO SHEET T' 0 SCALE: I"x20' NORTH r - r rr 40F4 0 5 10 20 30 0 10 20 40 GO NORTH" ' 1 a 3 o U49 49 O o Lo LLJ GRAPHIC SCALE 1 "=150" o , 150 300 //i a) 11 o oz Zd o~ 1 o4- _ �, ly 1 1 � / � ► 1111 iif ��l/ IIII l� 1 \ � \ - ! � - --- - - - ` \ ti � %� \� �; \ y I y I f / ' / �/# � � /� V \ \ ♦ - _ _ - _ _ _ %I / 1 1 \ 1 y } 1 I 1 1 1 I 1 1 PD \r / I /I /l� l/'` II// ///ll' r e \\`1`�\ _ \ \\\\\\\\ \ \ \\\ ^' `` — — � • — .w — 1 ~ -- _ �/,� I 1 I I y � III I I 1 1 � / '\ , — ,,��,, ` '- � _ , '� IJII�I,,� f / / 1 \ \ \ \\ \\ ♦ \ \ , � -_ _ �=-= - - �� - - _ - IIII III 1 ( . , ( \ �, \ \ \` _ sl- - - _ r -/ '""_-= - - - - -'" - -- - - --,: s 1, 1 � \ \ \ \ \ \♦ \ ._ � _ - _ - /� _ _ - - - \ - - - _ - - ==�- �' # I Dt 1 1 \ � _ _� _,\_ _ - _ _ _ _ ,� - -_- - - �, 111 \� \�\ \ \ p I / t . 1 1 / 1 • ' - - - - - - \ _ dam'- CID Irrl 1 l _ � / / �- = - _ _ v / /�- \� -. _ _ - � '-'"-, - - - _ ' - \`� 1 ' } �� \\ \\ 1 I c��' 1 ~ 1 11 � r E•� / \\ 4 4 \ 11 l 11 1 \ \ \ \ \1 1 11 I- - / / \ \ / // \ \ \ 'CD � ��i I 1 1 \ 1 1 ! 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GD 1 > r 12" A1�>tx�tat r MATCHLINE SEE SHEET GD2 3 OF 7 Q lo�oti4n 10 be 96 %., TF=755.0 rJ cp MATCHLINE SEE SHEET GD1 98 TF=762.0 p TF�7590 w • , . .. . ., ,�. tea° , Lo F; z. � i0.0 97 F- y, TF-754.0 -z ; :l , f% \ MATCHLINE SEE SHEET GD1 �y,s;• `` 12, 'Aspholt `''ath 28 O locotiano be .,r' r / 96 TF=755:Q _ 41 determined in. 4'o a ,final en gineerl9 ,:z. , , a', F*7�J4:{� fad, / 29 , 11 95 TFC 754.0 TF-755.0 t, M., z GRAPHIC SCALE 1"=100' 31 r'' f jN °-- W �3 'F`=754.0 TQWER, SITE � .# Ja , T - 752.Q //�\ 0 50 100 200 32 ATER Tawe 151 fi „� ff }// /'> r 1"x"1 Q -�:J ' ! �, t f 1 xn f 1 AwH, ` �o4^u 'S' f. f TF-74 '0 ,�.: � 2 E F=745 r-• 7 90 33. ! TF=750.0 2-11 4 34 TF=752.0 ,,1 w O � X*w i35 � d �.r' ;yam _. ...dz: a TF *a� h \\ TF=748.0 / C TP /4J.0 �-y T 732.0 l k.. 84 �. 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U - o 0 \ 52 - ;" ¢ a 0 \\ , \ z4• , z 's` Tr,:q24.0 o °z \ �e Lo \\ 58 \\ 7=726.Q - - m a = \ `' 53 Z -d 57 54 p 56 55 TF�725,0 \ co 0 TF-725.0 - � � __ , \ \ � TF-725.0 TF�-725.0 _ _ � \ TF=725.0. . o \ , L D 343 0 CL U 47 48 56 0 60 3 55 .3 r.' .. k�o^�'• �a�r�W yam;,1-6':...rw"°'-�y ow1,`+,r,„r°r° 3to rtek'' � - .r�mo13w/✓�o/ //•1f /"$W /,.�j, '/ZVi�'/a.s- ,s4 r'.f'��6,r3 fid./ 9 .-/�• �./>;- .`.-�-�8"tib`-` so //° /y /r r• `.•r'>', „;/.'�r:t/r.r.a,;y: ,I,•<,; 5—'aiI—l�f w// - 4//q, =6, '8I=/wss's`\•:R. ; 7fr\v��\ �u�t •�'a 7"•�� 6•94•.A///r<,. jk_y-6,'/'/ gou 53 `r f= -1��._ \>,,.♦"`',r.=7r17'�/MK% .0 fE+'SUTUR'ICTOr 7R 54 52 o 00, 51 DETENTION H , ,C.J`1,=A.:115`7.,.t 54,`-`�`"`; l' '�'3`�-,^'3i{.•'''S/A�`_ •�•,— , ,r`•tt3 ' ♦=r.;:,- „°,,?•E• ♦k ? , .rr , i Q►�`--'� �W�U'� 0 HWL_709.0 GRAPHIC SCALE 1 "=100' NWL-705.0 0 50 65 b VOL=8.4 ACFT W / 0 50 100 200 s6 bQ 64967 12' SllB C Al 68 Q 70 12 U NN AD 0– BMTOW-7= wL-vr. 170 169190 O 17 � 1 16818 j 149 / 189 171 16e 310 1=720.014$ 172 166 188 12 00, i43142 144 147 173 165 %10 87 - O C)14513140 F4 139 146 164138 137 Xk 1-667.7 91.2 136 185 35 175 15 115134 116 114 117 xo J �..f .; 1 84 - _ a i. .118 b x76133 162 119 =600.2 16 • ias 7o01.5a3°o° , ;$''�`.,,'I- ' !♦�' -< �' `` f• 8 99.6 x; ` f.';;z., - y 120 20 ,;`I'''`F.. . '. -0r-•—,r. . •�i�•' uE ` \\ 1\\ \\\�If f \ 111 1=7I-016.4?�- , ;.?'_.6',8 ,Y1- \ 1=`7;F�a,.,. ; -=,Te'r°�•.K<- � ,.'�;°";R`" .. - ��<b,a•`�1=17863 ELATION HWL=706.0 ".5 •- - 177-- ,-r 1 6-�1132 121 122 NWL=701.0 VOL=�.5 AC—F7 r- '{'z' ,r "• , 17 1=697.131 182 160 1 - � <:;��;�w�w dW•-�o r 0 o -NVuUi ooQoIvoImY� , •i �aU�cc�ooi23 cn 00 130 �113 18 1 762.4 124 159 ...... : 129 19112 180 =700.1 125 158 a. 2a179 126 p N 157 0o 0 127 110 os ow�mc��, c� 21 128 178 753.8 . 00 156 109 22 150 151 ? 152 153 154 155 108 I=705 7&1123 r=7 16 1 o REndo'z c3 24 a:1=726.0 z117 Jc 106 105102 04 103 101 100 .99Ui+, 2 D =751.0 Z 98 0 MATCHLNE SEE SHEET SW2 27 D343g o 97 N ' • ` SW 1 //�rye{ - I-703.2 96 �-. =3420 MATCHLINE SEE SHEET SW2 ' a. 5 OF 7 0 U MATCHLINE SEE --HEET SW1 xA a.._......_.. 98 `) I E : 27 97 1 MATCHLINE SEE SHEET SW1 r% CID 1=703.2 M Y 28 96 =742.0 if' � +' ' ;>•F.. f a GRAPHIC SCALE 1 "=100' v 6 �°• s `�r . t�5 tv 0 50 100 200 30 =,41.1 ,g• u u �� ai� ar'.,a ',.� •.r Z ter' ... `_ , , v �(.,�ix`, � - , � • Y t z 93 M 31 •WATER ` sT a: T0►1I�ER SITE _ ram - 1=77�D>4�.7 a�• �� ('+ {s'•>' .` '�- �. 32 " ATER TOWER � t 91 �y �� O +sr ? ?a` 33 , _ r , _ r4.` 7 " 14 -734.0 y; ry 1=731. r b 34 727. � �,. ��' �• t � �'� � 35 "Ys, �'"3 � ..r' 'f .� �' aka a•.�.. i ��11 1�/1 36 88; . O O f f `+"";ter�, ":k f -;a '�`' ,� .' �'• ' +. `:_'�.`' ",��. 86 ' 84- 1=707 5��Y�^ =.`f xy:tZ .a�sa srh ( Qf z`f (:'ryj� ' ,,/ • na• • - tf < =724: 38 87 82 t `< 17/+154Q/ups�E•{Hj \ a 39 78 ``�" r F yyF `\\`, < 'S• ni•y =725.3 80 44 - - 65 41 $ �C719 0 =r7,2�Z ' 126.5 �- ? 7 r 7 , a `t 8 q _ =721. , Y I=710. -" 54 a _ 76 `— f,� f :�''' a43 O m �=a I! 2�. CD D as ..,.H�`` d ,y to W •`�d co V s N * W DEfENTI N J c� _ ,6, Via. grn ,.. " ; , ��o�JJjJ'' HWL=7 0.063 y w VOL= .0 AC 68 7 ,a •a ,r a - j` `.'cr,``4- 7 >'. fa' a 42 v2 cWrq wt°c,o iy 1 t 1=711.3 =7 .0 }Ka �00 to 62 � ,,,.w.. ', , + ';� n W �v"oc►s 69 74 0 z _ _' a P4 PQ ONz im' cc ' 70 73 50 „� p 1=712.4 =7 o{160 MH W/ RESTRICTO I `<71 co en =317,0 r J o 59 M J \ ow =716.6 52 a d o .�..«� N 0 Q vii \\ — 140 `7n� — — a`` O } Q o Z Q1=71 .a 1=731.7 :,`z O J Lo 58 0 co a = \\ \ 53 :f o z 43 \ 5754 56 55 ,a_; ' \ D343g o SW2 4-o f OF 7 .o U a cn O C Ln GRAPHIC SCALE 1"=250' 0 250 500 c 0 NOTE: °? n 0 © L 1. NO CONNECTION SHALL BE MADE BETWEEN LOW PRESSURE AND HIGH PRESSURE MAINS. v °' a ®■■®r r SII 16" LOW PRESSURE WM Q. 2. THE FINAL LOCATION FOR THE WATER TOWER ■■■...■■■■ 16' HIGH PRESSURE WM o ACCESS ROAD SHALL BE DETERMINED BY 8" HIGH PRESSURE WM ENGINEERING ENTERPRISES IN THE FIELD AND — . a' a APPROVED BY WYNDHAM DEERPOINT HOMES. - ►-! ' Low PRESSURE WM Q i 3. THE FINAL LOT CONFIGURATION FOR THE WATER PRPRV VALVE Z , TOWER AND ACCESS ROAD TO BE APPROVED BY WYNDHAM DEERPOINT HOMES ONCE THE FINAL WATER TOWER LOCATION IS DETERMINED BY THE \ CITY OF YORKVILLE AND ENGINEERING ENTERPRISES. THE CITY OF YORKVILLE AND ENGINEERING ' ENTERPRISES SHALL COORDINATE THE LIMITS OF TREE CLEARING AND THE FENCE LOCATIONS WITH WYNDHAM DEERPOINT HOMES. w o 95r ry 6, - Nom. '`•, `` �-` 12' GRAVEL ACCESS DRIVE BY THE CITY OF Y . , o ORKVILLE TO THE WATER TOWER. PATH LOCATION . �- ?, ° � ° a ,• ' Q - FOLLOW F-(ISTING. FARM PATHS AND MINIMIZE �' , �' :�, O � DISTA19ANOE,"J6 SUAROtJNDING TREES 8 \ \ WATER TO k a � ., �t i � ,a� ,t` o - fro �w� ♦\, \` ,z Gw°=9 tr, � \ 1 � - ,=fig \ ,` ", \, �- �., \ `.� � , l�•.•.. „k •,� _R: frWl�' ' ,. Ilk •a ¢• \ e•- _., .�'`^�• \ ,'4'€€i� ? � ��` est z `i Z`; 'F°: : Iy / � ra ' ` � I � '�` ter' � �; � �;.', l'u�� `` �•=-�3 S'+€� :a .NN "`r` ,� `}'� ,/k,� �g;c,�;,# ` •=c � � � � � n� _4 � :Yip: � �� `4, 41 • � I WY. {4� � \ .�;�A�: _� "z`,�,�:i �=y;-•y�.� •� r� ..;s'�.�` '�u� �' � ._ ,a' "-]` 'z:;, �,��'�� ` ,-iL.- � � • �� 'b ,f�is '3"`• �' � n •`'�`- rCiy. `a:<.._-' ...��.-�,',_"' `_ /f.'11'�,1�'��-%""'. ..''"�. --;!� --"" `�/' fir. - •„ �. - `` _' ;t+ � •i'z• w ' k 4 � � a.�`,.`f `.k ' r ro?', ,,.^'.. it �, �• `,,:. �' - "- .� , +�` c \ \ 1�'k{ f,�a �` �II;;"ff, ! .`, ....w ,_f.. a _a,. £.�'��,-.��\• ..Sr...w^�t� j ',/.r' r` •` -"��,. ` _. -^ ,�\.` `'�1 v `�o '►a\tom \� � _ EXISTING CES :F A _ t Q t a E- 4 -�.t, `7 `� i kFa� .�A , � J• x:y.s,,,i�� .t x S cn z to cn 1-4 3 � Y \ f i ii. , � _ - n�i � m o n. II .. \ " •' �`,,:� =x`,a,�4_r}�� +a. Y �/� `� ri 4 I ,l, o o � a. � a ,\ rr�h3�,TI ,. � � � a it u3 `b� •:3�,- , r $y` � r_ q >r t,yT T i�'V •' \ \ � ;= 't;� -rY �f - , Z RI CG Q�s co \ � ' " � m .. � tee✓ i'- �\��,\ `,� � q- + ="0. ., \\ �RS � WH BOc �. �1 So U2 0 1— a. _ �` � J- p �, u %et t \�`• t +" 3 �7 F+i •�-I 0 P4 i;T, IV , ��-` I - ,,.`k� ^- � ,{`�h��' �o- 7�L' .^n `� `�•�= � 1 \ L �'�' � it � W po <tr' wr. ` ' '� - 11 ": a ••kA ' _� � <} C _ `,y �a 1 �( '�- .. �~�,,3' 'L y{X13,.,,�•� tI ks c = .;v�G7 a\ 4lgddd \. �;� �' '�� ~•u ,� ',r�Trf �' -•-�� ' 1 w� �}d 'I '�� d a ' i / ''meg ° � • \ i 1 M1 `- go I'D NO CONNECTION 14 5. \ \„\\ \, � �.. a � y� - .�, � �~ � 4r ! t.\ :a'i x n 1•, ;�:t Z t\ \ y � of o �/ � � '�^-.,. ',L.3F , 16” WATER MAIN FROM `\ baa �° /� " a. '► i i k' WELL BY OTHERS , A ` � �. , d f { \z j� r /JJJ� �q; =k d , ` . - ,. A� >� '�_ -� � 0 o, - � V • ,� \ t �7,B �' 1 � 9196 ) if S � �' <# ��, _ ,f`, t"��i� _ I 8 ` w '-` ? t Y y r' f a w f _ \, `E9 �,.,...- Ft .\-V - ` •-�V r i`` LU U 0 U \ \\\\\ < '®S/moi. iffi;,�f �. L. j i` a •4 "t#t ,�. cf) J ate,. � � . . \ � � •:f�; f � � _, ;�'�'�;_ � — � o CL, Ir T 1• . . `3 �:. i, =` '?„ <\ ;R .5-- .g'" -' " `•\ V\ Nair;, •'\ O a 5. o o D343g wm 1 7 4F 7 V t W PRELIMINARY PLANS FOR co DRAWING INDEX mq11Q w co O p � a LO SHEET PAGE TITLE YORKWomOOD ESTATES O C1 1 COVER SHEET YORKVILLE, ILLINOIS >_4 EX1 2 EXISTING CONDITIONS GD1 -GD2 3-4GRADING AND DRAINAGE PLAN �.:, ;. SWI -SW2 5-6 SANITARY AND WATER PLAN N . H AM,, �DI .tE`: 4W �7 1 7MY, 'HIM, 71F 40C ow jo, A v K; ""k _*1�wi 6,ri�t AKZI,��T T 4"" 7 %'. Zl� X 4. W �!A v A' M p. 'iN 5 IvrMw.,Zf;, 'aal- n -sw,- Wv p w7 'Iry T M -i ce V Kil �0, 4 " 11 �� ,* e N, -k Arl W- 'W �4, m va 1 ; 1 - M r_A X� P A 0 :L C Q,, W" _4, I 41 i�L L-" -21 N & �J 1V A�q A 4, 'Pt j 7- 4*4 '4� A INV z 00 _M 4"q N, d VA-1 tz- - - 'A ;?,j N, 4-� j, N, ,ra THAT PART OF TIM WENT HALF OF SECTION 7 AND PART OF THE NORTH RALF OF SECT10N 18, C4,DESCRBED AS TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDL FOLLOWS 7;TKENICE NORTH 10.12 CHAINS TO BEGINNLNG AT THE SOUTHWEST CORNER OF SAID SECTION S T ALONG THE CENTER OF A ROAD,THENCE NORTH 70 DEGREES 30 MINUTES 00 SVC M EAS THECENI R OF S�UD ROAD 1.14 CHAINS;THENCE NORTH 01 DEGREES 15 MINUTES 00 SECONDS WEST 43.23 CHM;THENCE SOUTH 54 DEGREES 30 MINUTES 00 SECONDS FAST 15.21 MNINS, THENCE SOUTH 04 DEGREES EAST 9 93 CHAINS,THENCE SOUTH 64 DEGREES 30 MINUTES 00 SECONDS EAST 3150 CHAINS,THENCE SOUTH 59 DEGREES 30 MINUTES 00 SECONDS FAST 2 CHAINS;THENCE SOUTH 3 DEGREES 50 MINUTES 00 SECONDS WEST 9 15 CHAINS;THENCE .3 2. ND IF 4 SOUTH 10 DEGREES WEST 8 14 CHAINS,THEN[CE SOUTH 01 DEGREES 15 MINUTES OOSECO. S P%ST 13.21 CIL�INS;THENCE SOUTH 4813EGREES EAST 2.27 CHAIN%THBNCE SCUM 17 DEGREES 94 7 SF 30 WNUTES 00 SECONDS WEST 6.33 CHAINS;THENCE SOUTH 59 DEGREES 30 MINUTES 00 SECONDS EAST 10.85 CHAINS;THENCE SOUTH 108 CHAINS�THENCE NORTH 59 DEGREES 30 MINUTES 00 SECONDS WEST 7.10 CHAINS:THENCE SOUTH 26 DEGREES 30MINUTES DO SECONDS WEST 14 40 CHAINS TO THE SOUTH LINE OF THE NORTH MkIF OF SAD)SECTION 18;THENCE DEGREES WEST ALONG SAID SOUTH LINE 17.13 CR�NS;THENCE NORTH 35 DEGREES WEST 8,41 CHAINS;THENCE NORTH 18 DEGREES EAST 18 CHAINS�THENCE 14OPTS 24 DEGREES SOUTH a 3 0 I%ffNUTRS 00 9 ICONDS EAST 6.15 CHAINS;THENCE WEST I DA 85 CHAINS,THENCE NO RTH 04 DEGREES 30 NUNMS 00 SECONDS EAST 5.90 CHAINS;THENCE SOUTH 88 DEGREES WEST 10.49 LINE OF SAID SECTION 18;THENCE NORTH ALONG SAID WEST LINE 4.81 CHAINS TO THE POINT 190 70 ..... CHAINS,THENCE 14ORTH 82 T313OREES 30 MTNUTES 00 SECONDS WEST 2.99 CHAINS TO THE WEST OFBEGWNING, .6 ILNCEPT THAT PART DESCRIBED AS FOLLOWS. '0 149 COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 7;THENCE NORTH ALONG THE WEST LINE Of SUD QUARTER SECTION,667.92 FEET TO THE CENTER LINE OF STATE ROUTE NO. 71;THENCE NORTH 70 DEGREES 30 N01UTES 00 SECONDS EAST ALONG THE FORMER CENTER LINE OF SAM ROLITE,7514 FEET.THENCE NORTH 01 DEGREES 15 NnNUTI3S 00 SECONDS WEST 59.09 FEET TO A NORTH RIGHT OF WAY LINE OF SAID ROUTE WHICH IS 55 FEET FROM SAID 7'L 15,40OS7 CENTER LINE,MEASURED AT RIGHT ANGLES THERETO,FOR A P0MOFBEGINWWG,THENCE NORT14 ol DRORrns WMINUTES 00 SECONDS WEST 173.24 FEET;THENCE NORTH 67 DEGREES 48 MINUTES 07 SECONDS EAST 310.71 FEET,THENCE SOUTH 01 DEGREES 15 00 SECONDS BAST 175.�4 MT To A POINT IN SAID NORTH RIGFIT OF NVAY LINE;THENCE SOUTHWESTERLY 143 144 147 1 14 598 IF 87"' ALONG SAID NORTH RIGHT OF WAY ON A CURVE TO THE RIGHT HAVING AN ARC LENGTH OF 145 1 633 9F 3,226 SF 310.71 FEET(CHORD REARING IS SOUTH 67 DEGREES 48 M[NUTES 07 SECONDS WEST)TO THE POINT OF BEGLNNING 12,MQSF 186 40 139 4' AND ALSO PXCEn THAT PART DESCRIBED AS FOLLOWS; 2,000 �624 SP BEGTNNTNG AT THE NORTHWEST CORNER OF SAID SECTION 18;THENCE SOUTH ON THE 138 SECTION LINE 4.81 CHAINS;THENCE SOUTH 82 DEGREES 30 MINUTES 00 SECONDS EAST 2,88 It:i,w CHAINS;THENCE NORTH Sa DEGREES FAST 1.7 CHAINS;THENCE NORTH PARALLEL WITH THE 136 iL A WEST LINE OF SAID SECTIONS 19 AND?TO THE CENTER LINE OF STATE HIGHWAY 71,THENCE 135 SOUTHWESTERLY ALONG SALM CEN t R LINE TOTHE WEST LINE OF SAID SECTION 7;THEXCH ALONG SAID WEST LINE OF SECTION 7 TO THE POINT OF BEGINNING.IN THE TOWNSHIP 116 P�3;j'SF 114 OF KENDALL,KENDALL COUNTY-,ILLINOIS. 1 3,9s4 Ir 117 12,750 SF 133 tv, 119 121 122 17,204 SF I OV -4 Existing Zoning - F-District Farming Proposed Zoning - P.U.D. 181 Total Single Family Lots - 190 180 13.70 )on Total Site Area - 178.8 1 Ac. 179 126 Gross Site Density 1 .06 D.U./Ac. 127 Total Open Space - 8S.78 Ac. - 48.0% 129 15,330 F 4,379 5F :r 151 Z 108 I 15,3305F zwo No.of %of Total %of Tota I Unit Type Units Units Acres Acres 100 2 SF, ilo�l 1--1. Single Family t 72 37.9% 22.66 12.7% 80, x ISO, 86-239 uft' S8 30.S% 17.33 9.7% LU 60 31.6% 34.37 19.2% FrIvate in "C 8S.78 48.0% Internal Roads 89,'Sd;�8'W_ Rlght-oirtway 18.67 10.4% 93 2 'Tc�tal 1;0 100.00% 178.81 100.00% 40 'T r ..... 101 PU&DEst rear lot line d r 3d,4ea7y;rX f S'PU&DE at side lot line 41 Buildin Building Area : Area w t4 C6 101 PUSIDE at .e, nt[at line 2S'FrontYardj 1231 Front Yard fro CO Public Street LU 80, x ISO, 12,000 S.F.MIN. 10,PU&DE at rear[at line r 40'Reav Yard ear, �,_S'PU&t)lk at side lot line r'n Building CLI PU&DEat ronf!a ont lot line -rd qswlront Yard I 6' t Public Street 'A 901 x 1341 12,060 S.F.MIN. 10 PU&DE at ear lot line S'PU&DE at Ide lot line I Act 4 96 'Zf_ % 101 PU&DE at t line front to Public Street 120,x 182, 21,840,S.F.MIN.- -A 4� Ink 01 200' 4001 we i 00 i ♦' / 00 47 6' 53.5' 53.5' ' 53.5' S3.5+_- / \ 1 .� p w 4 5_ r 90 1w 3 0 12,047 SF `^ 12,947 SF M a 12668 SF 1 G o ego. 9p' b 1 12,060 SF Te- � _ � - I / ` 0 72,060 SF _ gd �- 7L66.q } -85.3' L=85,., F 0 25 � 41 Y% 7 � 1 L-127 5' r `�� ` <111 - G i 71 _s u, ' '� 1 ••• -ter -� ASO s0 M 45. _ o� 1 t. �, 69 90 n. � 18, 82 SF �_ � v, � O �' .2,924 S. s 01 •9, 0 15,166 SF N o l - ' 1 / 148.3' 1 cl� 99.5, -,"99' $ c 49 7 nS��c1 �! P5 1 12,454 SF _ 89 `� ' w 13276 SF 171 O 1 / 150.0' f f aJi �y0��\3.. 951. Sp b - �oo, ++148 17�m 12,000 SF �� sa x ' "` 14,564 SE 49.9' 49.9 49.9' 49.9' 49 188 /`. 356` 49.9 .9 499' r 750.0 15,408 SF �s� � ,� •\\� �F / r�$3 t F+ r 1 + \��. `r - 143 `�� ?/ `t 4 r +� r ! ! , t �� r 1 t /t��Qb ' .``- a 142 0 0 144 _ .! _ t / . ! ; ` , , \\, a 13 226 5F b 13,226 SF 13 6 SF a �` 14,59+3 SF � � i /' � M , 1 r , ! I � f � 87r � t/!�` s�. � �a 4 a 1 5 ! _ 1 f `' - 1 r 1.3,633 SF �. '". 6 j ', °• tt1 of2,834�F'� t !f 73,226 SF�� 664' ;, _ o \ \ ' n / r 140 130 -- --,r ao' !f 'j f `` �9 �'� s\ "� ;l 012,000 SF,• - L=75.9 t f ' ' 1 L_ &Y 1 1 spo 139 ��75•y rS.9' _-__ .. _"1 , ! � � 186 ' 3 Q O i 2,000 SF � �` �4 2 y - L-7S 9' 1 46 ' 1 ry h e / 13,626 SF �C• 2 19,465 F `'� '� ai O f I t o 12,000 SF -i by 0` � (�7 � r'/Y ry b'� 120 a� 13 7 p A �+ 012,000 SF =� �� g0a �8 1, L=175.5' L_l -`�`�• ,fv r f 18_ �. 3' r 36 O p9t 1 3 l ioe` 1 lS•S' \7� r? 14,.5745 , i r I 11 1 35 012,000 SF - ._ q,0• ' a Z/jos ,�-_ O�J6, $ C .++ 1 5• 6.06 � � p+.• 1 �J12,678 SF ' $p 4 a3g 9,\, i = No 1 1 5 o rt 1g1 134 - `/ $S o 116 0 14,360 SF 114 f >k __ �Q _ 13,984 SF 14,360 5F o ' L=35.9' i Asphalt�ath 184 14 613 SF �i `t �s 5?.2 g50 � 117 ^� \ location to be , r 012,750 SF ` 14,674 SF ti o �� determined in "0 6 g5 95 1 18 74.0' 2�, a\ the field f e 74 33 F /,1� // �! 012,750 SF 36.7' .,. , 74. d. 8 ,s 150.0' 119 0 o. U, C,d ' + - 83-�� 012,750 SF g5 0 .0 U, 7s moo/ 0 9 p 120 woo 183 j w o 40, �q yo%1 34 ,`� o ro f moo- / ! pi 1 0 ` ` Y _ 14,674 SF N - ' 3 .,� }' ' 012,750 SF �5' f - t1 12 000 F / ti � / �°� 0 7 2,50 SF 'o- A, a5 0.0 l o 'soo �U/ 6 6 , / 122 o p` ' =: fes .101 17,204 SF i • , ' -. � \ m i s 4iry' �` 131 / 7 B5� . 12,000 SF / / o / S00 �, +��-'ti lam, moi` r i j t ' s \ 13`'135$F / M O 75 / / sp o ` 1, ' -00 �b \0, /{ _1_11. 12E � � 2,750 SF ow 14,22j / b.: SF� a R '' �. 181 / 37.9' 12,000 5F o/ ti p 0, may' • '' �� i i + i t �y �, i i t 12,975 SF , 7SQ ^ / �'h /• • • ♦ �� 150.0`�, �,S + rr / h X r o' �' t s r 07 129 ^ 0 12,�O SF .sley` m ' •�1 + 'i t /ot• L 00 17,216 SF / ) / 7S o `, • ^a '`1 1 ,�� "1 S - 180 n / bh / Op, gbh G, ( 00��+ x,13. $SFS m t► }+ i I p / 13,702 SF h ` _ _ , +`+y,` 1 ,� `p 12 5 �, / orb rsgo, ^s0 ,o ' 1 t o ` ` v , \_ ' 7 - , 4.85' 1'Z / , r• rs �+ \. �,` ` 1 ' 9 :F n o �s M p / h 12,750 1f �o ,� N` `� F., 15,166 SF �!! oo �o m°° o 0o v, a ' C N !� L3 6 126 ti° - i 150.0' �; ;E . 'S - in +� !� 4 x� r i !' 15,330 SF + .1�50_0`f' N 1 - 127 ► 110 , ! tt 06 1 15,330 SF ° t 13,549 SF Q a°c 1 u178 F vl - M 128 f 0 14'514 SF 152.1 20.2 _ _ - 150,0' ! � `�-` l 1 - - _ �. -' u 102.0' �. •! � , • rte* d rn location to be 14,674 SF "' o, 176 �• 0 162 a1 0 ]34'0' \0 p, i 1 o determined in I I "' 1q 7 0 12 060 SF sO S` 57.2 SS/ o 12,750 5F I 13,775 SF 0, w a 1 u .�J, �� the field 150.0' `O ' � r- �' �S 0` 65 ! 1 8 0 74.0' 74° s�� pyo 137.7' 134.0' I 6 I 1 6 �o / 6 �! 012,750 SF 76- Oo j I 1 12,060 SF rn 133 ,� 119 1 14,352 SF g5�' u q,5 a / ^ Op `^ °i 12,750 SP , ,.. , , � , , �, 1h6F ^f "' 10 jiq C5 161 I o I ,34.0' U,, o IS00 °/ �o%�� 3a a a5 120 S p` f �� w °` 12 060 SF O°I a , fM 177 "'r o' / ip �� ` "' 12 750 SF S � 15 f - f 13,8]1 5F 1 N co V ,1 �� O r 0' '' 1�� 121 .p � � � 1 � °°' � 1 � I� 17 a \ 134.0' o 12,000 F / ti v� / +�� 012,750 SF -65� ` °' �,�; 14&.8' 1 12,0605F orn O Is e/ 0 6 1 / 122 p gs�' ' 182 / h 160 I 1 134.0' 00 0 p 0' moo. , �`, 17,204 SF ', , [ _ ` 13,435 SF .r v ro 01 o O / I gS� I i �F qp h ]f00, „ °` 12,060+SF00I vim, 1 Io a O 131 / o sp 0' 1' ♦ ` 15 1 1 / b 134.0 1 0o I c, 18 Is°' ./ c`' 5� r ` 113 p 181 I 12 000 SF f' b °i 12,060 SF 0 C/) ti °, / w� O^ / 123 14,224 SF } 12 975 SF / / I 1 134.0' � w 1 , 0 159 1 ti� 12,750 5F �.�` , , ♦ �/ h o 1 1 30 / _ Iso o ` ►' ♦ j 154.0' I 'spo- / w'° �� 1 z,6o sF°°� 0 1 37.9' 12,0005F o / 0. ch. , , ory w o/ `� h h a 9 Is / % 124 1 M qa. / ry ,� 134.0' 1 0 0 1 1 7 6 .0 / q / 1 ? 112 1 80 / N 1 - °i 1 12,060 SF rn / 13 758 SF . / '�' / C 129 p 12,750 SF 13,259 SF 1 0 1 � 134.0' w 17,216 SF �ry// 7500 �h , , 150.0' 1 ^ I �ry 7 5Z 3' O n S 4 1212,608SF°11 /j 6iO / " 125 CI .r o 2.26 Ac 134.0' I 1 20 0 _ -- 1 Q 111 179 _ ti, o - 12,060 SF O v I I L' p4 13,702 SF to in p o 1 M 4.8' apQ�bq' ��j/ 110 ^h f f °' 12,750 SF `°I S N o 15,1665E rof n n a a 157 734.0' tiO 1�' O. 1IN {V 24.85' V, �'� /�` , 1 u s u o b o i 50.0' 150.0' '� c '' -' °' 12,060 SF°'I ooi 1 L��6°� 126 �° 1 4.9' L=53.8' �1�y' 15,330 SF o° 10 21 i7 -7 p m 134.0' I _ � n? 110 Fn1 � ry 1 / O 1 -' °i 1�12,060 SFaj vo+ g5; o b'' 13,549 SF m N 00 13,077 SF °0I - m I 1 134.0 127 t 156 I 0 15,330 SF 63 S 152.1' 20.2 150.0' v0 o c o - 1 °i 12,060 SF°11 rn 1 68.2' 102.0' 0 128 C l r 1 266.0' 1 1- 22 0 14,519 SF a; ,� 114 0' 134.0' o W o (T b 'V 1 09 0:' T r 1 v 1 90.0' 90.0' 710.0' °' 1 12,060 5F oo, �1} 63 3' 15,457 SF , ^> 1 0 I I 1 134.0' Ona >r �R a 150 Oq0 151 1 N 69.5' � 1 0 pfl < �, ,4,6325E 1SO665F1 1152 153 154 1551 8, ` 1S \ °6 0�X00 1 6 114,606 SF "' 12,060 SF 12 060 SF ^�' o 0 1 \ �� o. L-G - 9 �c23 - 90_` �90� ,11046{� 1Q12,060 SF at �^ � •O, !\. ` 117' 102' 0' 110' 1 0,,• 1°1 0 1 1 08 5,3 30 F B\ 7.6 59.8' 77.0' `'', ��' 85.0' 90.0' 90.0' 85.0' 3. 1 134.0' ]97.79' ZO I! A II 1 ♦ 6�3, �O. 6 `C` Lt' STREET- - 460.00' 4 0 "65 .79' 111 C1124 Q, om,6.0' y, % 12SF 81.4aa� 85.0' 85.0' 85.0' 85.0' 85.0 1 1 107 4- `85' - - - - - - _ _ `89.8` M w 15,330 SF o B5' - 85'' s5' 85 i15' ,� 134.3' cr,WFn 1 N ♦ � ` , , � / 106 0 1050 104 �, 15,333 SF �' 12,857 SF 0 103 0 102 6 101 100 99 j - - !0 25 ♦ r ' S 72,750 SF r 12,750 SF � 12,750 SF r 12,750 SF 12,750 SF M o 'O 'r 33, 15,990 SF co ^+ _r 1 12,992 SF 63.51 ' �i ri' 134,0, �o 63.2' 86.8' 85.0' -+ 85.0 85.0 85.0' 85.0' 91.4- 160.2' 111 26 0 98 / N 12,978 SF 10 , 9+ ' 14,773 SF � ry i� l '31.7, ry , �- ++ �f 578.2c•i oy �- S S6 23 17 _ SpO• / / ry/ 27 dr / ,z _ M 111V M 97 / / 12,156 SF oLU N 12,756 SF �/ o 340 \O As Path IspO, / �`�' o / t'Y'11 /o M Nom. a be 28 0 / A W L determined Li tale field .,. 9 6 / / 12,060 SF 0 o o i 12,750 SF / 7340, moo. 29 M Opn Spi95 c 5 o � ^b / 12,00 SF o - Yy 57.80 12,750 SF / h� 13 qo O I z 15001 / �• o / / 2, O 30 97 o sF / // 12,060 5F 'i o / 1340j qa N 89058'38" W 731 .11 ' Iso°, ° a / � 93 / 12 ab 12,750 SF / o S o �Q ]300 �� 6�r I / 7340, q Q�. O 'Q1 /1 32 0 12,060 SF o io 0�<71 73,1 Of qo 78.9' 77.7' v o y g1.1' Sq, .009 00 A,Q Rs .71 `v $ 91 0 29,680 SF 24,889 SF J a, 33 90 d f e o f 27,907 SF 0' $11 24,889 SF L=102.5' 9 34 9 ^L=540 75 L�gO 21,772 SF16 Q / 106 O Z�` 50 pq 24,889 SF / v' N,1;5 �'3 L=220.0' moo• �� 72p0. / 35 ` 47 7. 17 12°°, \ ` 21,829 SF ,i 10, 9) 1 0' 0, 85 36 q ~ / /;9/ 29,112 5F rooa r \ 72°01 \ \ 21,886 SF b 8 8 / 7 23,809 SF 86 84 17 A/ try 29.059 sF 23,003 SF _ �i 111 OWN ah 4 i rq. ti fI. ' * N■ uM 4 .1 I Ip a9 C �' �• /C VS16 12,4O� 77.7 ]] ��• Ck 92 91 4N 29,630 SF -+ { �A 24,889 SF c 90 _ 33 b 27,907 Sr- / � 24,889 SF Lj L 34 D �\ 89 / '1Jq, 10 - SO iJG' �'�� -s > \ 21,772 SF L-220. rb F 0 24,889 S ,• � ^189''_ 47.,, /j ]?p p \�,(\ 21,829 SF fff 'y gip' \?0• I`p •.1 �56400 a 363 as° 80 / / / //�°' 0 29,i 12 SF gyp/ .T,g.\\ \ \ i<p p \\ 21,886 5F / 23,809 SF / w / O u / 29.A59 SF 1 23,043 SF o �\ \\ 37 2p 78 ..0, yw' 1 �,'� ?O \\ ¢6?e 72p p, \ 21,943 SF o �• /r 7iy 93.4' �`\ \\ �'�" ,�•a ! 6' S 3 9 % � 5.5 ,74 2 i,840 SF oOo \\ �2, \ \ 38 ae. j / 72pp• \ 22,000 SF '�� / \2 87 •, /e• 82 I 3 27,237 SF o � �Qp. 29,996 SF 7L- \ 39 - .3. .. S=Ad L 78 { '73 o / 7dp p \ 22,057 5F 1V fr, /ry 7,y 27,671 SF N 7 r ?,S %/ / ba \\/o• �� 4 o ! 7s . 9 40 ss 0 3, \ 28,998 SF ro / ` 11 /�\ 7S> g08 , \ CO 11 73 1101. 80 Si B, ?= 44 28,271 SF o / S�7 o� 33,773 SF 25,346 SF 71 \ \ f o S \ ry 41 65 66- 18,000 SF ry/ o `' / 24,833 SF ` ` C _ ,y5j/ 1 / p� �j� 1 42,509 SF ' l?3• - ry \� / / '8z0• 7' `- 0' ` L�2.47° 45 �' X10 � o �� / / ~o 24,509 SF b_ \ f o N Q w 1 - I'\ � Lei � 22,656 SF O g 3s 84.4,, 204 Q / • \°t �I t a - w I h 1 1 I i 8,6oDo s1 N/ /' 67 A 76 - �,.z464 10 / '�� 43 l ! n r / 22,126 SF / 25,346 SF �� ryryi ��205, L 4/0 r C' / O' 27,383 SF / {f 1 / Ir / .� r / �� 72� I h -6 Fr7o6• 1 1 1 �/ VJ 78 46 180' / �' / ' - - - � qti 1 27,276 SF 63 ^� �� a -i h / 48 cy Q / 27,772 SF ^i 47 \` \' 42 `• 60 /'8,871 SF / 6�3 75 r ao 9 _ 7 00 / 22,%25 SF _ 23,635 SF I 7,27b SF 11 �/S ,� _ 32,755 SF �� o - 1 150.;)' , k, { - 20' r, b 593, I 56- a i /� 1y y 1 ft t V) � w `' o a. x`3.7' S&P 77.9 - i � •, / � ,/,�_ �, � � �-� t .moi'•" rn h J - �rn _rn -- v) v C4 62r ,n v ". 11 11 _ __ 'rf f� t •` \ _ i2 �, � � �` � t� aSy t ! f l Ls 19,571 SF '" O -d ; 6/ `ti wax i' -- I _~� - I`- 49� J� i ti ted- J Jf 1 r t f � \. _ a ♦\ �y\ \ ��27,3�4 Syr `' ! •t �� 010 v-7-4,025`5F 25,585 SF �� 3 -- 1 ` 1; 'l_ 150.0' i i�sJ-- fr w v 7 82.0' i 82.01' - rr 1 1 r a NI4pn Spc 6 N 61 1 I , 1 1 1 o0 18,000 SF -1 " I 2.19 Ac J 73 , N I N 1 1 1 70 ,r,„ >u o o N 1t 50-- 21,840 0 22,750 SF- 150.0' � o 0 11,840 SF I N� 0 14 21,840 SF b I s i5 0.0 - - 1 N ? Y � I 1 w I 1 1 r I isX2.0 ` v I 182-01 � 60 i 13,000 SFa ♦ I 1 I �., _I Q 1p 51 N ♦ ♦ y O j i` ;� y � V t. ��+,I � b. 23,472 SF S ' l ♦ , ` 1_J.0 � 71 w rn 31,526 SF m 1 31,89/'SF w 1$2.0' - Co r .� ♦ ♦ _ � 59 of tt � �� __ --- - - ! � o� ti � J 4 ' . ; �� ` ♦'f ` 20,198 SF \l4:�o pjy' 114.1' 175.1, 1iD.0' ��po, e1 `moo ♦ ♦ z; Q Wig° �� __ 399917' �' //1 52 M ,f 27,8235 i F / 109.1' �Q,� ♦ -♦ ♦ /10,\ , �S2.2' 50.1' 121;.0' 120.0' �/ 7�c o ~' SO 8 ♦ ` 21,141 SF ♦ ,\ ♦ y ,1 53 �?7 0 w 55 0° 54 - 28,187 N 20,083 SF o 6 0 21,840 5F a 22,436 SF �� ♦ � ♦ q88 Q 21,840 SF � � "_ '�_ _ _ '1. � ___ _ • 107.1' ' 12nn' 129.1' Q 120.0' --- - 3 1124.92' - \ S X37 46-'3511vv S 0' 100' 200' !7 11 M IN lil l I� ' r ! ria, !!! a ! � .• 4!s : ! •!:/ ! : •� ' . ! MW s116 op Ill will wr ON M ' / PC p 7-�,," 11 . I Z, �7 ' 7" MMZ9�1% F -Z -A2 -gs 4 AS5 F 7i�il�nl;4 4'� t� S' ll M T M%07 M�q 7%. r"w ro 'iM R4 51 26 os� "sz 12 33 rill 3 34-L�2�8 �t,L14 9K. _,4 �29 _ 31 31 23 R6 32 �37 A A. 2 V7, "A S3 all S4 67 L 8 W ILI 6S 69 17 9jr 7 :7 7 t T!-j f�k, 72 72 �F' .?��T��4N A A� Z L 81 &� �84 82 WWII F4 7]05-07-301-003 05-07-451-008 08-15-152-002 05-18-203-005 05-18-320-006 F-11 Harry G.Anderson Tr Et Al F177 05-18-101-001 Marshall E.&Barbara A.Vick William M.Bastian Jr. Win H-%Marilyn D,Dumpolmann 05-18-321-007 11614 Route 71 Reina Carrillo 56 Timber Creek Drive 7400 Highpoint Road,East 48 Maple Ridge Lane Hawthorne Village Homeowner,% Yorkville,IL 60560 640 B Rance Road Yorkville,EL 60560 Yorkville,TL 60560 Yorkville,IL 60560 2055 Bernadette Lane 05-07-351-002 Oswego,IL 60543 05-07-451-009 05-18-152-003 05-18-20.1-006 Yorkville,IL 60560 F2 Joseph C.&Lillian Reirt 05-07-376-001 Donald&Patricia Lowry Dennis K.&Carolyn C.Frantzen Kane County Bank Tr 932 05-18-321-002 PO Box 22 —81 K"ska Family Rev Lvg Trust 68 Timbercreek Drive,East 42 Cotswold Drive %Joel Otloen F817 David C.&Donna L.Kuhn Yorkville,IL 60560 %Caroline Mary Kakuska Yorkville,IL 60560 Yorkville,IL 60560 42 Maple Ridge Court 2065 Bernadette Lane 62 Timber Creek Drive Yorkville,IL 60560 Yorkville,IL 60560 04-12-400-001 Yorkville,IL 60560 05-07-451-010 05-19-152-004 F 37 04-13-201-001 Charles E.&Ladonna J.Jourdan Jim D.Chan 05-08-203-007 05-18-321-003 05-07-301-001 05-07-376-002 76 Timbercreek Drive,East 36 Cotswold Drive F�il Dolores Nnnnini Revoc Trust Kurt A.&Mrujo Shingledecker Neil L.&Beverly L.Bomeman 1791 Barbara J.Schiller Trust Yorkville,IL 60560 Yorkville,IL 60560 39�Mrtple Ridge Court 2067 Bernadette Lane 12403 Budd Road 80 Timbercreek Drive Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,11,60560 05-07-451-015 05-18-153-001 F361 William&Cynthia Cary Fs2] Ann Hardy Bratland 05-18-321-004 704-13-278-001 05-07-376 003 136 Timbercreek Drive 64 Cotswold Drive 769] 83] 41 John T.&Joanne N1.Buenz F Martin E.&Denise B.Schmidt Kim Peterson 2701 Ronald D.&Sherri L.Maloney Yorkville,IL 60560 Yorkville,IL 60560 34 Maple Ridge Court 2077 Bernadette Lane P.O.Box 234 86 Timbercreek Drive Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,TL 60560 Yorkville,IL 60560 05-07451-016 05-18-153-002 3771 Robt&Janet Kaiser Mark A.&Debra A.Cunningham 05-18-203-009 05-18-31.1-005 F—S-105-07-326-002 05-07-376-004 146 Timbercreek Road,East 60 Cotswold Drive F7 07 Mary Jana Neumann Trust James&Terri Burns Ronald Deward Parish 21 F!!K F Duane&Ruth E.Vickery Yorkville,fl,60560 Yorkville,IL 60560 301NInple Ridge Court 2 109 Bernadette Lane P,O.Box 281 92 Timbercreek Drive,West Yorkville,IL 60560 Yorkville,It 60560 Yorkville,IL 60560 Yorkville,IL 60560 05-07-452-008 05-18-151-003 F3 8] Gary N,&Jean Marie Friebus S47 John M.&Laura L.Shields 05-18-203-010 05-07-326-003 05-07-376-005 143 Timbercreek Drive,East 56 Cotswold Drive Blake ,KntherinoNtelleckCT James L.&Barbara R.Leedy David A.&Sharon G.Williams Yorkville,EL 60560 Yorkville,rL 60560 26 aple Ridge Court 11663 Route 71 100 Timbercreek Drive Yorkville,IL 60560 Yorkville,IL 60560 05-07-452-009 05-18-201-001 James D.&Pamela L.Dixon FSSI Brian W.&Dawn M.Spengler f)5-18-150-004 F77 05-07-37-001 05-07-376-006 157 Timbercreek Lane 161 Timbercreck Place 7721 05-18-250.005 Raymond C.&Laura L.Roberts Daniel R,&Christie Novak Yorkville,UL 60560 Yorkville,[L 60560 05-19-.250-006 7 Timbercreek Drive 112 Timbercrcok Drive 05-IS-250-007 Yorkville,IL 60560 Yorkville,IL 60560 05-18-126-001 05-18-201-002 05-18-250-008 Nancy Lindhout Earl D.&Patricia Harp 05-18-250-011 05-07-327-002 05-07-376-007 6 Timbercreek Place 19 Timbarcreek Place 105-18-250-012 F8 William L.&Carol L.lliff F2 4] Michael J.&Mary E.Meyer Yorkville,IL 60560 Yorkville,rL 60560 17 Timbercreek Drive 124 Timb=Tcek Drive,West 05-18-250-014 Yorkville,IL 60560 Yorkville,IL 60560 05-18-126-002 05-18-201-003 05-18-25()-015 Michael P.&Paulette S.Pavlik Fs77 Jeffrey A.&Julie K.Graunke 05-18401-006 F905-07-328-001 05-07-376-008 12 Timbercreck Place 21 Timbercreek Place It Fox Valley View Inc. I Kevin E.Brummoi 72-5] Timothy B.Anderson&Tracy J.Picart Yorkville,IL 60560 Yorkville,IL 60560 23808 W.Andrew Road 4 Timbcremek Drive 126 Timbercreek Drive Plain field,IL 60544 Yorkville,11L 60560 Yorkville,IL 60560 05-18-126-003 — 05-18-201-007 Timothy&Leigh Bell FS 8] Thomas&Carol Radja 05-18-25MOI) 05-07-328-002 05-07-403-006 26 Timbercreek Place 67 Long Grove Road F73 Larry K.&Corrine%I Loretto Michael&Dayle Saar 2761 Nancy L Dickerson Yorkville,IL 60560 Yorkville,U_60560 124 B Colonial Pnrkway 14 Timbercreck Drive P.O.Box 411 Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,IL 60560 05-18-126-004 05-18-201-008 F43] Jared P.Korte&Megan Thomas Kenneth R.&Suzanne S.Hetzel 05-18-J10-010 05-07-329-003 05-07-451-001 28 Timbercreek Place 71 Long Grove Road Donald 1-1.&Mary Anne Bolin Michael 0.&Dayle E,Saar F277 Steven L.English&Allison Zook Yorkville,IL 60560 306 Kendall Drive,East#106 14 Timbercreek Drive 57 Timbercreek Drive,West Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,rL 60560 05-18-126-005 05-18-201-009 05-07-328-004 A Curtis R.&Doreen R,Wills 7601 Vincent J.&Cheryl A.Killen F7 7S 05-18-300-001 05-07-451-002 33 Timbercreek Place 75 Long Grove Road William&Suqnn NJ Fowler F1 2] Karl R.Jr.&Penelope E.Pfizenmaier R.David&Donise J.Baughman Yorkville,IL 60560 Yorkville,IL 60560 8577 Highpoint Road,Fa4t 40 Timbercreek Drive,West 61 Timbucreck Drive,West Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,IL 60560 05-18-126-006 05-18-201-010 - 05-07-329-005 F�� John L.Sherry&Lee Chandler-Sherry F61] Noreen Transier Revocable Tr 77 6� 05-18-300-003 F1 3� 05-07-451-003 87 Long Grove Road 79 Long Grove Road Philip N.&Linda L.Corrington Daniel J.&Kathy A.Nordmatin Stephan P.&Linda L.Hess Yorkville,IL 60560 Yorkville,IL 60560 8675 Highpoint Road,East 44 Timbercreck Drive 69 Timbercreek Drive,West Yorkville,rL 60560 Yorkville,LL 60560 Yorkville.IL 60560 05-18-126-007 05-18-203-001 05-07-328-006 Richard&Angola Turen F672 James P.&Cynthia J.Clancy 05-18-300-017 541 Randall&Betty Johnson 73 O� 05-07-451-004 83 Long Grove Road 58 Maple Ridge Lane Eric M.&Dawne A,Bloom Raymond V.Kazmierczak Jr.& Yorkville,IL 60560 Yorkville,IL 60560 8615 Highpoint Road,West 48 Timbercreek Drive,West Maureen M.WaIde Yorkville,IL 60560 Yorkville,IL 60560 83 Timbercreek Drive,West 05-18-151-001 05-18-203-002 Yorkville,IL 60560 05-1 8-300-013 Richard C.&Cynthia L.Younce 778] 05-18-300-018 W 1751 05-07-351-001 Kenneth&Debra Vogt 76 Long Grove Road Darryl E.&Carol J.Hyink W Joseph C.&Lillian Rein 05-07-451-005 8775 Highpoint Road,East Yorkville,IL 60560 863 5 Highpoint Road,West P.O.Box 22 05-07-451-006 Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,IL 60360 Stuart W.Sr.&Julienna Wallenberg 05-18-203-003 107 Timber Creek Drive 05-18-152-001 7641 Donald L.&Joyce L Saylos Dee Liv Tr F7 97 05-18-300-019 ail05-07-352-002 Yorkville,LL 60560 Patrick W.&Louise E.Cemekee 80 Long Grove Drive Standard Bank Tr 917930 Lorraine A.Martino 52 Cotswold Drive Yorkville,IL 60560 7800 95th Street 11948 Route 71 05-07-451-007 Yorkville,IL 60560 Hickory Hills,IL 60457 Yorkville,IL 60560 7321 Edward&Diann Janusz 05-18-203-004 113 Timbercreek Drive F6_s� Barry M.&Diane E.Saunders of Yorkville,IL 60560 84 Long Grove Road 300' 600' Yorkville,EL 60560 i L N ZONING PLAT OF PART OF LOT 4 OF BAKER'S SUBDIVISION, BEING PART OF SECTION 27, T37N—R7E, 3rd PM SCALE BRISTOL TOWNSHIP KENDALL COUNTY ILLINOIS 1 "=50' f LEGAL DESCRIPTION OF TRACT TO BE REZONED: • Indicates Iron Stake Found o„ � That �� , part of Lot 4 of Baker's Subdivision, being Part of Section 27, Township 37 North, Range 7 � — O Indicates Iron Stake Set a �� East of the Third Principal Meridian, said Subdivision shown by a Plat recorded in Book 7, Page 40 - Indicates Line of fence 0 in the Recorder's Office of Kendall County, Illinois, described as follows: Commencing at the most o o —95s--- Indicates Contour Elevation � Northerly Corner of Mohr's Resubdivision of Part of Lot 6 of said Baker's Subdivision, as shown by -�� rp a Plat recorded as Document 109491 in Book 9, Page 35 in the Recorder's Office of Kendall County, m Indicates Soils Boundary Q' �e rid Illinois, said most Northerly Corner being also a a o Qs ate Y g point in the centerline of U.S. Route 34; thence r Ro North 57'28'00 East, along said centerline, 209.88 feet to the Southerly Line extended Westerly of �- 4d� said Lot 4; thence South 63'51 '51 " East, along said extended Southerly Line and the Southerly Line T�iy1 Subject of said Lot 4, 984.75 feet for the point of beginning; thence continuing South 63'51 '51 " East, along ADDRESS OF O Property the Southerly Line of said Lot 4, 502.25 feet; thence North 26'08'09" East, 173.46 feet to a point SUBJECT PROPERTY' °4d PY which is 15.0 feet Southerly and at right angles to the Northerly Line of said Lot 4; thence North AREA TO BE REZONED: 63°51 '51 " West, parallel with said Northerly Line of said Lot 4, 502.25 feet to a line drawn North 2.0000 Acres 8940A U.S. Route 34 26'08'09" East from the point of beginning; thence South 26"08'09" West, along said Line, 173.46 • 0 / Lac a t!o n Sketch feet to the point of beginning, in Bristol Township, Kendall County, fIlinois. P PRESENT ZONING: / (Not to Scale) €'4 LEGAL DESCRIPTION FOR INGRESS AND EGRESS: 0 Al 0 y� o. Easement for ingress and egress, for the benefit of the foregoing described tract, as created by 5� Easement Agreements recorded April 16, 1975 as Document 75-1464 and May 22, 1975 as � PROPOSED ZONING: �1 Document 75-2146, made by and between Olive P. Brock, Richard L. and Carole J. Munson, and Cyril and Verna Cather over that Part of Lot 4 of Baker's Subdivision of Sections 27 and 28, R3 ( One—Family Estate Residence District) / PIN 02-27-176-002 Township 37 North, Range 7 East of the Third Principal Meridian, described as follows: Beginning 63s William D. and Mary Thames at the point of intersection of the centerline of U.S. Route 34 with the Northerly Line extended V 63-S, at \ A_. 1 Westerly of said Lot 4; thence South 63'51 '51 " East, along the extension of and the Northers Line DEVELOPER. / of said Lot 4, 1372.11 feet; thence South 26'08'09" West of right Y g glen to said Northerly Line, Eric Sehoedl * , �j 8899 369A 15.0 feet; thence North 63°51 '51 " West, parallel with said Northerly Line and said Northerly Line C) 1J' / s3o extended, 1381 .24 feet to said centerline of U.S. Route 34; thence North 57'28'00" East, along said Yorkville, ville, L 6Muir-fieldIL0560 Drive �zo centerline, 17.56 feet to the point of beginning in Bristol Township, Kendall County, Illinois. 0 \�� 325A �` e, v � 0 J �B _Z PIN 02-27-15f-001 Cindy S. Gates � PIN 02-27-176-003 SOILS (From USCS Soils Map) fL " 5635 Gerald and Edmund Bron iel d. A— 191 Knight Silt Loam ,yo'1hTC em y V 325A Dresden Silt Loom, 0 to 2% slopes U OOH ed Cb \� :•/ sof °t Z � ••- ore 369A Woupecon Silt Loom, 0 to 2% slopes Akers p38 Q ri g84,s' 636 tine of q0 tat \ °O ` �S n � C� / o/ Tra(� ri e 6 g 0 Orchard Trees pr and ee3 0 Spruce Tree q; ° 2s 4Yer1 6qt q ° ` / O� / °Well PIN 02-27-151-003 3 ° � � tiny' Of Cindy S. Cates �, / 2s ° ° O� 69A 15' Pineo ° • !�1 M1hrs A— / t �3' / c`Y� / cza ?• a ° 042 z R 111 �/ 12' Sprur,e � / c c _ S 20 ° ® Z � ° ' Cr°Q Q Tre o � �+ e n LLJ of -1 , PIN 02-,27-151-002 � � rya 64j tot 6 / / Heinrich Maria SO"e _ i x ®Y,c �0"42�� Spruce D Total Area: 2.0000 Acres ,a'/Spr,ceeV) Tract One: 1 .0000 Acre 43560 sq.ft. 65�' / / Sr�F -`— ',Q- Spru'e ria;oG • ,,, Tract Two: Fra a .g• ?)a� 47_ 1 .0000 Acre 43560 sq.ft. s ' LEGAL DESCRIPTION OF TRACT ONE: : 4j2 Spruce o n Q �� /" h o5eptic 4�•3 <e� That part of Lot 4 of Baker's Subdivision, being Part of Section 27, Township 37 North, Range 7 East of the Third Principal Meridian, soic Subdivision shown "by a /'/ O.12" Cedar % 015" Maple Systems .O� 643 Plot recorded in Book 7, Page 40 in the Recorder's Office of Kendall County, Illinois, described as follows: Commencing at the most Northerly Corner of Mohr's El 2S� 0 Resubdivision of Part of Lot 6 of said Baker's Subdivision, as shown by a Plat recorded as Document 109491 in Book 9, Page 35 in the Recorder's Office of nsformer �2• w/ l�til;ty (O Kendall County, Illinois, said most NortherlyCorner being also a i Pedestal Box 2t. r �sto �cV g point in the centerline of U.S. Route 34; thence North 57'28'00 East, along said centerline, e PIN 02-27-177-001 209.88 feet to the Southerly Line extended Westerly of said Lot 4; thence South 63'51 '51 " East, along said extended Southerly Line and the Southerly Line of said Harris Bank and Trust f#LT531 Lot 4, 984.75 feet for the point of beginning; thence continuing South 63'51 '51 " East, along the Southerly Line of said Lot 4, 251 .13 feet; thence North 26°08'09" East, 173.45 feet to a point which is 15.0 feet Southerly and at right angles to the Northerly Line of said Lot 4; thence North 63'51 'S1" West, parallel with said A- 1 Northerly Line of said Lot 4, 251 .13 feet to a line drawn North 26'08'09" East from the point of beginning; thence South 26'08'09" Wes-, along said Line, 173.46 feet to the point of beginning, in Bristol Township, Kendall County, Illinois, and containing 1 .0000 acre. J / 0 0 0 LEGAL DESCRIPTION OF TRACT TWO: / r 0 co o cn o That part of Lot 4 of Baker's Subdivision, being Part of Section 27, Township 37 North, Range 7 East of the Third Principal Meridian, said Subdivision shown by a PIN 02-27-177-0os Cindy S. Cates Plat recorded in Book 7, Page 40 in the Recorder's Office of Kendall County, Illinois, described as follows: Commencing at the most Northerly Corner of Mohr's Resubdivision of Part of Lot 6 of said Baker's Subdivision, as shown by a Plat recorded as Document 109491 in Book 9, Page 35 it the Recorder's Office of p`TM W Kendall County, Illinois, said most Northerly Corner being also a point in the centerline of U.S. Route 34; thence North 57'28'00" East, along said centerline, f.s.f 209.88 feet to the Southerly Line extended Westerly of said Lot 4; thence South 63'51 '51 " East, along said extended Southerly Line and the Southerly Line of said oa =' I Lot 4, 1235.88 feet for the point of beginning; thence continuing South 63°51 '51 " East, along the Southerly Line of said Lot 4, 251 .12 feet; thence North 26'08'09" Z Z W East, 173.46 feet to a point which is 15.0 feet Southerly and at right angles to the Northerly Line of said Lot 4; Northerly Line of said Lot 4, 251 .12 feet to a line drawn North 26'08'09" East from the point of beginning; thence South 26°08'09" West, along said Line, 173.46 f:]:] m 0 thence North 63'51 '51 " West, parallel with said feet to the point of beginning, in Bristol Township, Kendall County, Illinois, and containing 1 .0000 acre. November 15, 2006 —O �O o ; �'�LAT OF ., Aft TION C)RNEIL% ICOAD O1- ANNEX r�PFopQ, THAT PARI'OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED AS FOLLOWS:BEGINNING AT THE SOUTHEAST CORNER OF THE CW3MPC�"� NORTHWEST QUARTER OF THE NORTh- r.ST QUARTER OF SAID SECTION to FOR THE POINT OF BEGINNING;THENCE NORTH a�z°'��Apt ❑r �� Lnu.0 00 DEGREES 00 MINUTES 13 SECONDS EAST ALONG TI-Il:.EAST LINE OF SAID NURT1-IVdES'f QUARTER OF 1'I-iE NORTHWEST QUARTER OF SECTION 16,A DISTANCE OF 506.60 FEET,THENCE SOUTH 38 DEGREES 42 MINUTES 44 SECONDS WEST PARALLEL —WITH THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16,A DISTANCE OF 1296 96 FEET TO THE WEST LINE OF STATE ROUTE 47;THENCE SOUTH EASTERLY ALONG A CURVETO THE LEFT HAVING A RADIUS OF 9507.49 FEET,A DISTANCE OF 512.00 FEET TO A POINT 014 SAID SOUTH LINE:THENCE NORTH 88 DEGREES 42 MINUTES 44 Y, SECONDS EAST ALONG SAID SOUTH LINE,A DISTANCE OF 1211.78 FEET TO THE POINT OF BEGINNING.ALL IN TI4E TOWNSHIP OF BRISTOL,KENDAL].COUNTY,ILLINOIS M1 LOCATION NIAP DANIEL GAY'IN le. 6J�� ,� p 0g g 1 1 o�� SUGAR GROVE.IL ti0554 H u I DONALD&CHt<RRI LITTLE REE S 8804244"W 1296.96' MEAS. S 88042144" W 1296.98' 2127 ROUTE 47 YORKVILLE.IL 60560 SOO,IB' x 120.85' 676.00' j H x 0 'n GLEN OLIN V7 '_:.154 ROUTE 47 i1 U YORKVILLE.IL 60560 rye 0 ZONED B-3 — -I -•--.� ZONED R-4 kC O Q 120` --� i `' oho N QWc x D6'NN[S&IULICI:NAUF A � 2239N ROUTE 47 YORKVILLE,IL 60560 o r1KVF1`nR's(�FT.TIFTC4 w� - � O STATE OF ILLINOIS ) t )Ss jCOUNTY OF E;.END.ALL) 7� SOUTHEAST CORNER THIS IS TO CERTIFY TO AT 0RNEY DAN K12A1, � f OF THE NORrHWE&I lER THAT L RONALD I Q' QUARTER OF THF 9ALlER•AN ILLINOIS PROFE5SIONr1L LAND SURY'EI'OR IItiT AFORESAID COUNTS'AND STATE,HAVE PREPARED THIS PLAT OF ANNIiXATION OF THE PROPERTY DESCRIBED TO THE CURRENT APPLICABLE rj� N SECTIOHT QUART CR ILLINOIS PROFESSIONAL LAND SURVEYOR Sr.4I'�I],4RDS AND THAT 50[TH LINE OF THE NORTHWEST QUARTER OF�THL NORTHWEST QUARTER OF SECTION 16 37-7 — OF SECTION 16-37-7 589 79' 500.13' THE PLAT'E-IERI>O�'DRAWN REPRESE?•ITS THE FACTS FOUND AT TTi4T _�- 121.S TFhlE FASEMENTS OR SETBACKS SHOWN.4RS EITHER THOSE DE)N'IDF iTT7 ON THE RECORDED SUBDNFNT 'ISiONPLAT OR IIIOSti i REC. N 88°42144" E 1211.78' f' , ' LAMAS, N 88042'44" E' '1211.731 PRG1'IDEI7 TO US BY'OTHF.E2 DOC[JIv1F1�FI'AT'ION - � ' � 1 GIVEN UNMR Ml'H ND AND Sl•AL AT PLANO,ILLINOIS THIS 21st `- — YORKVILLE CORPORATE LIMITS I DAY"OF ULCEhWER 2mt).-k-D fJ Rosi Rrc rlsEsa tJ STATE OF ILLINOIS J GAIL C FISHER JJ SS SOl C4NON'ER LANE ILLINOIS PROFESSIONAL L.ah'D SURVL•YOR Ir'Z..iS2 COUNTY OF I;ENDALL I YORKVILLE,IL bn56o I2I•;GISTIta'f1UN EXYI2E5 11-3U-20U8 AND THIS IS TO CERTIFS'TTLAT THE TERRITORY"DESL-RIBM q.ND SHOWN' JOHN E LIES,3R RF1�"FR TO A CURRENT TITLE INSURANCE POLICY FOR FASEAJ-NIS ' V 1 I Fi• HEREON WAS INCORPORATED INTO AND MADE A PART L)THE JOHN E LJR NOT PROVIDED THIS DR -IS TT3E PROPERTY OF R B 3: ,5- 'Ji UNITED CITY OF Y'ORKVILLE,ILLINOIS 13Y ORDINAN(7E Nu �,` 'd ADOPTED BY THE MAYOR AND C]TV 00UNCIL OFTHE l01 I PRAIRIE LANF. ASSOCIATES LAND SUT<VEY OI(S.INC -AND SBr1I.1_Ni1T I3E USED FORZ, ' UNITED CITY OF YORKVILLE.ILLINOIS,THUS�DA.OF YORKViLLE,IL 60560 ANY OTHER PURPOSE THAT SETFORTH'ATI TOUTTHE WRITTEN 21h1 4 est Street tQ`ee� CONSENT OF AN AUTHORIZED AGENT OF RD L R450C1aTES LAMy — AND ND J CGNOY GEt SURVEYORS.INC ti 997 G.1AIE FARM ROAD �� q�Ct��II� YORyN'ILLF,IL Illinois = C[ (630) 552-7452 CITYCLERK DESIGN FIRM NO. 184-00"75 DWG# 2006-12983-001 A (ANNEX) 'ft< ai• • .,ii6'•4N' 'ONIN,G SKE CH OF THAT PART OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16,TOWNSHIP 37 NORTH,RANGE 7 EAS'1.OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED AS FOLLOWS:13EGINNING AT THE SOUTHEAST CORNER OF THE NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SAID SECTION 16 FOR THE POINT OF BEGINNNG:THENCE NORTH 00 DEGREES 00 MINUTES 13 SECONDS EAST ALONG THE EAST LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16,A DISTANCE OF 506.60 FEET.THENCE SOUTH 88 DEGREES 42 MINUTES 44 SECONDS WEST PARALLEL WITH THE SOUTH LINE OF SAID NORTHWEST QUARTER OF THE NORTHWEST QUARTER OF SECTION 16.A DISTANCE OF 1176.11 FEET TO THE EAST LINE OF STATE ROUTE 47;THENCE SOUTH EASTERLY ALONG A CURVE TO THE LEFT RAVING A RADIUS OF 9387.49 FEET,A DISTANCE OF 512.00 FEET TO A POINT ON SAID SOUTH LINE,THENCE NORTH 88 DEGREES 42 MINUTES 44 SECONDS EAST ALONG SAID SOUTH LINE,A DISTANCE OF 1089.96 FEET TO THE POINT OF BEGINNING,ALL IN THE TOWNSHIP OF BRISTOL,KENDALL COUNTY,ILLINOIS. r Scc-de: 1 " = 100r M DANIEL GAVIN PG 514 152 O SUGAR GROVE IL 60554 c7 v� L14 REC. S 88°42'44"W 1176.11' MEAS. S 88042'44"WI 176.13' 500.1 676.00' DONALD @ CHERRI LITTLE W :127 ROUTE.17 219 ' YORKVILLE,IL 60560 O 1 a .16 • 152I 'n :a p ZONED B-3 i ZONED R1I d Q z W GLEN OLIN Ll� y I C Z215A ROUTE 17 z a YORKVILLE-IL 60560LT W w "H `K? I 6 ACRES PROPOSED ZONING: R-4GE NERAL REr}ENCB D1'T'. � 7.3582 ACRES 719A PROPOSED ZONIlVG: B-3 SERVICE BUSINESS DISI', z"S z cuaj� DENNIS&JULIE KMUF W I W 22.19 N ROUTE 47 1 F YORKVILLE,TL 60,iM 219 0 D I z 219 I S017MEAST CORNER QOF Till~NORTHWEST i� I QUARTER OF THE NORTHWEST QUARTER OF SECTION 16-37-7 500,13' 589.79' _ � ® rs rr coltivElLs xow SOUTFT LLti E OF THE NORTH SS`T QUARTER OF THE NORTHWEST QUARTER OF SECTION 16 37-7 pRG,E,r ]ZEC. N 88°42'44" E 1489.96' MEAS. N 88°42'44" E 1089.91' c AM � nnn� OWNER: ROBERT G FISHER JW R ATOS GAIL C FISHER wK 13+ 207 W 1+ENllALL DRIVE Sot carlavERL.-\NE _ YORKN'TLLE,IL 60560 YORKVILLE,IL 60560 AND 301 N E LIES,SR PRESENT ZONING: A-1 1011 RPRAIRIE AI I LIES DEL C LIES ■ YORKVILLE,FL 60560 AND 4 West Main Street SOIL.TYPES: 907CAtiIEFARM DIANE l E FARM R ROAD lanog Illinois 60545 152 DRUMMER SILTY CLAY LOAM YORKVILLE,IL 60360 �3 219 \MUBROOK SILT LOA\I LOCATION MAP 791A RUSH SILT LOAM 0-214b SLOPE (630) 552-7452 NOT TO SCALE PREPARED:NOVEMBER 27,2006 DE.SIGN FIRM NO. 184-004475 ®WG# 2005-12983-001 A (ZONE) FINAL PLAT OF SUBDIVISION SHEET 1 OF 2 FOR THIS PLAT w.S 5 U TO SNE COUNT Y® LLE T S RECORDER FOR THE PURPOSES OF BECOAD IRS 8Y IPRINT NAMEI BEING A PART OF THE NORTHWEST QUARTER OF SECTION 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL IAFDF—e MERIDIAN, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. ICIT(/TpyNl [STATEI Ii IP COOEI 1 Y PARCELINDEX NUMBER l OF 02-28-177-013 POINT CO.uMENFNr U•5. 02-28-177-014 VACANT LAND ADJACENT TO ROUTE 34& ROUTE 47 30 15 0 30 ROUTE YORKVILLE, ILLINOIS SCALE 1" =30' (HERETOFORE DEDICATED RICHT OF WAY MC," V / R41 T 459 15' {3 83-411'41'E 755 72) ARIES} 34 L=2aa 95' A:1.2B•«B_ PR7TLATY DESC'RfBm IN CASE 74 ED 3 70TAL AREA OF SUBOJOISION ExcEPTIDN \ Chd�Tg 96 3.211 ACRES L's43$8' �I (MORE OR LESS) S 8J"5q'06" E 1 Os L5.0 57 {FUTURE RIGHT OF wOT)5 15'P I 8<p E - _ /��Otd d N 6 tt238' N 8355'25•W I_6768I�0 3.D MaraOUARE FEE, 21$s•43„ w II 01 20•PAR `7 or Less) ;"-Z F I G,0'U• LFg9 - r - - - _ `KIfIG .'.ETBACK 13930' 107 NOTES If 20'P`I UTILITY -I` I I _ 8j' II—FIP 3/4"ON LINE 4 03'E ORAINACE EASEMENT— LLI �`6 PART iNG S63 3/a ICIL IRON PIPE SET AT eES LOT OTHERWISE'O'PARKING ENT I I - - ' SETBACK 5' AMD POINTS OF cuRvd TORE VNLESS OTHEIDYI SE SETBACKi r I I -0'PUBLIC U (10299'76•)I 1 NOTED F &'D EV ` I II DRAINAGE EASEMEN L �1 1 DALLEC Iun�sURETSNTNERE0FS ARE5FIT'III4j IN FEET AND N I 1 PnR S0'BUILDING SEr I I DIMENSIONS IIALONG CURVES ARE ARC n60'I.L.-I'll JG I I I +--� 1 r l DISTANCES SETBACK I I I �- I 20•UTILITY EASEMENT DIMENSIONS ENCLOSED WITH I I ARE RECOPD RUILOI. ;E T9ACK ) PER DOC 73-370D D-4 ILL OTHER DIMENSI045 ARE MEASURED I j I f I I ALL EASEMENTS ARE HEREBY GRANTED UNLESS I I OTHERIAISE NOTED I I 15 1I f I 10'IDT EASEMENT I'E d A F INDICATES NBLIC UTILITY PSP pnf, 9+-13'_0 B OeAINAGE EASEMENT REREB, } + I I f ! a= I ORANTE'J SEE PROVISIONS V I I I r Iii �I k I FOR DEA' Ls I m Ifll r I I i� jw I U i I THE BEIRINOS SIILWII APE BasEO UPON THE EnST RIGHT OF W4Y LINE OF ILLINOIS ROUTE IOW 7 I f 47 BEING ry Oa•56 33- E 14SSUMEDi Wi m U 91,"tr in I I IV ul� I I 6 F I P FOUND IRON PIPE a> aJb -K LOT r;°�I I ImQ ;�--af YI I 46.857 SQUARE FEET al o`"� ) I � N� I I O v �o s c I CMarc or Less) Nf u I I ��ao I I N o 6�Q o LOT 2 I a g LEGEND I�� o I 1. 5' f I 59.544 SOUARE FEET s �I d sueD lv is loN EouuoARv LIVE z `F� I o IHenrr sopa L.".I � o I I � ILOT{Mare or Lesl ISaILINE Ii'ROPERTt LINE a ADj*CENr LOT LINE/PROPENT, LINE l W I fw r f I O T- ILi 9n1 SaIItl LI"el � 6DILDINO LINE Wz CD IL-9 D.." —J q !� I I z I O ti w E4sEMENT LINE/LIMITS OE EASEMENT Pa Ia D.."d>—'l k 3 u �`J ! fn I I -- m I PARKING SETBACK I IDa.nee Datle9 LII o I I I Y& f l5'PUBLIC VnL1 SET cancRETE WNLNENT PU &0E I r 1 pAIINAGE EASEMENT _ Y- I ' -- FOUND CONCRETE MONL+IENr L�18,. I LV5 69'� i•�316 I 1 585'O.T.'7• - _- mss. - - __ _ _- Y S O I" 17142'.E o I _ 4735 r 3 s 12z2'D•E L-2D Tgl _ I "'I a 1 FOUND CCNC MONUMENT I! d9z q _'035'` I s H3481D'E J L--t--l`-_- �- 99 36'N &ON LINE l w L y l s3 M,:- __ - I zD'UTILITY EnsEMENT Q LOT 3 IS'P - I 8'0o3p I PEP POC 73-3700 2;,1'3 SOUARE FEET U :c DEQ w N I w f b (More a Less) 1 3 �I 15 PUBLIC UTIu 77 9r DRAINAGE EASEMcpI I3 PREPARED FOR Iz wz m w!n^I - g No M j o llu i PROGRESS HOLDINGS 4277 BLACKSTONE COURT a N r MILDDLETON, WISCONSIN 53562 I� I I0. PUBUC UTUT7 g; I I yr `I r /I PH: (608) 649-6304 --F�RAINASE E45EMENT 20'BUILDING I^ tp' IBY EASEMENZ SETBACK v z - I PER DOC 81-1320 r I _ 5'P4RNlN 20' G SETBACK U J,D E I PREPARED BY POINT OF l - ` -239 sz' _ _ _ W LINE OF �� BEG/TUNING FOUND PINCHTOP N B5.O6' - - - - -THE E 7246' C ElVI C O 1V Ltd 00" W 315.80' J i�/ ' f - 6733' - S 3'O6" w IRON PIPE VAT CORNER + Con0 WHItingTE Engineers. Land STE 100 & PlDnners `- +� 2280 WHITE OAK CIRCLE, SUITE 100 B. AURORA, ILLINOIS 60504-9575 F I P 3/4. 0 3'S &0 4'E [JTZ" wl) PH (630) 96^_-2100 FA.< (530) 862-2199 UNSUBDIVIDED FCUNp PINCHTOP 0 3 s &0+' L �S Tg'S 46' >-mall cudd®cemcon coin j DISC NOP.\704003 FILE NAME PLAT II DRAWN BT N K S FLO BK / PC NO N/A COMPLETION DATE 02-17-04 JOB NO '04003 REVISED 09-02-04/MSD COMMON LINE OF LOTS 1 4 2 REVISED 06-t6-05/NKS ALL LOTS REVISED 06-14-06/NKS LOT CONFIGURATION REVISED 07-31-06/EEZ UPDATED EASEMENTS REVISED 08-1_8-06/NKS PER CITY REV LETTER DATED 8/23/06 REVISED 08-29-06/NKS EAS EMET•➢ PER CII REVIEW Coa mght Ic72DU4 Ce— ,'O NII'lqM,res—d SHEET 2 OF 2 OWNER'S AND SCHOOL DISTRICT CERTIFICATE CITY ADMINISTRATOR KENDALL COUNTY RECORDER'S C RT1FlCATE PUBLIC UTILITY A DRAINAGE EASEM7NT PROM2ONS STATE OF ILLINO151 STATE OF ILLINOIS) STATE OF ILLINOIS] S� SS A NON-EYCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND SS COUNTY OF I COUNTY OF KENDALL] COUNT" OF hENDALLI GRANTED TO THE UNITED CITY OF T. REPAIR ILLINOIS CONSTRUCT, INSTnLL, RECONSTRUr,T, REPAIR, REMOVE. REPLACE THIS IS TO CERTIFY THAT PROGRESS HOLDINGS. LCC IS THE RECORD APPROVED BY THE C17Y ADMINISTRATOR FOF THE UNITED CITI OF THIS INSTRUMENT WAS FILED FOP RECORD IN THE AND INSPECT FACILITIES FOR THE TRANSMISSION AND OWNER OF THE PROPER To DESCRIBED HEREON, AND THAT AS SAID RECORD NORKVILLE. KENDALL COUIJTY, ILLINOIS THIS �_ DAY JF RECORDER 5 OFFICE OF KENDALL COUNTY, ILLINOIS, ON THE, DAV DISTRIBUTION OF WATER, STORM SEWERS, SANITARY SEWERS, OWNER, IT CONSENTS TO THE SUBDIVISION OF SAID PROPERTY, THE A D 2O— OF A D 20_ AT O'CLOCK M AND [,p5, ELECTRICITY. TELEPHONE, CABLE TELEbI5101J LINES. AND VARIOUS IT GRANTS AND RESERVATIONS OF EASEMENTS 44140 WAS RECORDED IN BOOK OF PLATS ON PAGE ALL NECESSARY APPURTENANT FACILITIES THERETO, WITHIN THE AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY 8 DRa IrJAGE RI GHT-OF Way SHOWN THEREON EASEMENT", OF P U 6 D £ TOGETHER WITH A RIGHT aLSO, IS IS TO CERTIFY THAT THE PROPERTY BEING SUBDIVIDED COUNTY RECORDER ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY TY AFORESAITHD nND TO THE BEST OF OWNER S KNOWLEDGE AND BE a EF, CITY ApMfN1S7RA70F ANO FEOVIFED FOR SUCH USES AND PURPOSES THE UNITED I OF YDRhvILLE, AND ITS AGENTS, SUCCESSORS AND ASSIGNS MAYSAID SUEDIVI SION LIES ENTIRELY WITHIN THE LIMITS OF SCHOOL PERMIT HOLDERS OF E+ISTING FRANCHISES WITH THE CITY TO DISTRICT(SI OCCUPY SAID EASEMENTS, SAID HOLDERS BEING BOUND 0 THE TERMS DESCRIBED IN THESE EASEMENT PROVISIONS DATED THIS — DAY OF , A 0 . 20— THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT 70 By ATTEST ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SIGNATURE SIGNATURE KENDALL COUNTY CLERK'S TI FIC SET FORTH ANO THE RIGHT TO CUT, TRIM OR REMOVE ANN TREES, SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED MAYOR'S CERTIFICATE STATE OF ILLINOISI AS "PUELI C UT I L I TY AND DRA i NAGE CASEMENT", OR 'P IJ N SS 0 E " WHCH INTERFERE WITH THE CONSTRUCTION. TITLE COUNTY OF KENDALLI INSTALLATION, RECONSTRUCTION, REPAIR. REMOVAL, TITLE STATE OF ILLINOISI REPL4CCMENT, M AINTENANCE AND OPERATION OF THEIR SS I COUNTY CLERK OF KENDALL COUNTY, UNDERGROUND TPAN5MISSION AND DISTRIBUTION SYSTEMS AND COUNTY OF KENDALL) ILLINOIS, DC HEREBY CERTIFI' THAT THERE ARE IJO DELINQUENT FACILITIES APPURTENANT THERETO NO PERMANENT BUILDINGS, T CER A TE APPROVED BY THE CITY OF COUNCIL OF THE UNITED CI Tr OF GENERAL TARES NO UNPnID CURRENT GENEF aL TARES OF SP£Clal STRUCTURES. OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, YORKVILLE, KENDALL COUNT}, ILLINOIS THIS OAv OF ASSESSMENTS, ND UNPAID FORFEITED TAXES AND NO REDEEMABLE UPON OR OVER AN} AREAS DESIGNATED AS "PUBLIC UTILITN U STATE OF ILLINO151 A D 20� TAx SALES AGAINST nNY OF THE LAND DESCRIBED IN THE FOREGOING URAINAGE EASEMENT', BUT SUCH ARE45 MAY 6E USED FOR SS CEPTIFICLTES GARDENS. SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, PARKING AREAS, AND OTHER RELATED PURPOSES THAT DO NOT COUNTN OF I I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED A NOTARY PUBLIC 111 AND CONNECTION WITH THE ANNEXED PLAT FOR SAID COUNTY, IN THE STATE AFORESAID, DO HEREBY CERTIFY THE OCCUPATION AND USE OF THE NON-EN CLOS NE EASEMENT MAYOR CITY CLERK GIVEN UNDER MY HAND 44140 SEAL OF THE COUNTY CLERK AT rDRKVILLE, HEREIN GRANTED AND RESERVED FOR THE ABOVE NAME❑ ENTITIES THAT ILLINOIS, THIS DAY CF , A D 20i BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH n MANNER AND SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AREAS) PERSONALLY KNOWN TO ME TC BE THE SAME PCRSONIS) AND USE THEREOF BY OTHER ENTITIES FOR WN IRE SUCH WHOSE NAME ISI AREIISI SUBSCRIBED TO THE FOREGOING INSTRUMENT, LASFMFNTS ARE GRANTED AND FESERVED THE CROSSING AND AS oW'NEFISI, APPEARED BEFORE ME THIS DAY IN PERSON AND RECROSSING OF SAID EaSEME14TS BY THE ABOVE NAMED ENTITIES ADKNOWLLDGFb THAT THEYIHE/5HE1 SIGNED AND DELIVERED THE SAID COUNTY CLERK SHALL BE A NE IN SUCH A MANNER SO AS NOT i0 Iw7ERF EFE INSTRUMENT AS THEIRiH15/HER) OWN FREE AND VOLUNTARY ACT{SI WITH 0TI GE OR DISTURB ANY TRANSMISSION AND FOR TRE USES AND PURPOSES THEREIN SET FORTH DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO EY IST)NO WITHIN THE EASEMENTS BEING CROSSED OR FECR055ED NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED GIVEN UNDER MI' HAND AND NOTARIAL SEAL THIS DAY OF ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OF IMPAIR OR CHANGETHE SURFACE DRAINAGE PATTERNS A 0 20_ CITY ENGINEER ILLINOIS DEPARTMENT OF TRANSPORTATION CERTIFICA FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITI OF STATE OF ILLINOISI THIS PLAT HAS BEEN AAPROVLO BY THE ILLINOIS DEPARTMENT OF IORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN NOTARI PUBLIC 55 TF AµSPORT0.HAS WITH RESPECT TO ROADWAY ACCE$ S PURSUANT 70 GRANTED. SAID CITY SHALL HnVE NO OBLIGATION WITH RESPECT COUNTY OF KENDALL) SECTION 2 OF "AN ACT TO REY 15E THE LAW IN RELATION TO PLATS" TO SURFACE RESTORATION, INCLUO IiJG BUT NOT LIMITED T0. THE Mr COMMISSION E+.P)RES AS AMENDED HOWEVER, A HIGHWAY PERMIT FOR ACCESS IS RESTORATION, REPAIR OF REPLACEMENT OF PAVEMENT, CURB CITY ENGINEER FOR THE UNITED CIT, OF REUIRED Br THE OWNER OF THE PROPERTY A PLAN THAT MEETS GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, YORKVILLE, DO HEREBY CERTIFY THAT THE RSOUIREO IMPROVEMENTS REQUIREMENTS CONTAINED IN THE DEPARTMENT 5 "POLICY ON THAT Salo CITY SHPLL BE OBLIGATED, FOLLOwIIJG SUCH HAVE BEEN INSTALLED OF THE REQUIRED GUARANTEE COLLATERAL HAS PERMITS FOF ACCESS FSS TO STATE HIGHWAYS' WILL BE MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH BEEN POSTED FOR THE COMPLETION OF ALL PEDUIRED LAND REQUIRED BY THE DEPARTMENT CREATED SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE 70 REMOVE ALL EXCESS IMPROVEMENTS DEBRIS AND SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALL, CLEAN AND WORKMANLIKE CONDITION DATED AT YDRKVILLE, ILLINOIS. THIS —DAY OF SURVEYOR-5 CERTIFICATE as DISTRICT ENGINEER STATE OF ILLINOIS) SS MORT AGEE'S CERTIFICATE GIT* ENGINEER COUNTY OF DUPAGEI THIS IS TO CERTIFY THAT I, PETER A BLALSFP, AN ILLINOIS STATE OF WISCONSIN) PR0FE5SIONAL LANA $uRVEYOR, HAVE SURVEYED AND SVBDIVIDED 55 THE FOLLOWING DESCRIBED PROPERTY COUNTY OF I THIS IS TO CERTIFI THAT PARK BANK, AS MORTGAGEE UNDER THE THAT PART OF THE NORTHWEST QUARTER OF SECTION 26, MORTGAGE RECORDED AS DOCUMENT NUMBER , DATED TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL HEREBY CONSENTS TO RECORDING OF THE MERIDI AIJ, DESCRIBED AS FOLLOW PLAT AS HEREON SHOWN I PLANNING COMMISSION CERTIFICATE COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF U S DATED AT ILLINOIS THIS DAY I E 34 WITH THE EASTERLY RIGHT OF WAY LIILIOI NLNE OF S A U ROUT20— ROUTE 47, THENCE SOUTH 04 DEGREES 52 MINUTES 00 IS STATE OF ILLINOIS) WEST ALONG SAID EASTERLY LINE OF ILLINOIS ROUTE 47, A SS DIST ANCE OF 425 04 FEET FOR THE POINT OF BEGINNING, COUNTY OF KENDLLLI THENCE NORTH 03 DEGREES 52 MINUTES QO SECONDS EAST ALONG 814 ATTEST AS S 1, THE uNDEFSIGhEp, ;+*": Rn4:N OF THE PL4RN NS ::x14 S ITN OF SAID EAS TERLI LINE 425 04 FEET TO THE CENTER LINE OF U S THE LNITED CITY OF YORKVILLE, ILLINOIS DO HEREBY CERTIFY THAT ROUTE 34. THENCE SOUTH 83 DEGREES 4E MINUTES 47 SECONDS TITLE TITLE THIS DOCUMENT HAS BEEN APPROVED BV SAI- PLANNING COMMISSION EAST ALONG SAID CENTER LINE 385 72 FEET, THENCE SOUTH 06 THIS Oar OF A 0 20— DEGREES 13 MINUTES I. SECONDS WEST 400 FEET, THENCE SOUTH 79 DEGREES 59 MINUTES 12 SECONDS WEST G2 46 FEET PLANNING CONNISSIGN CITY OF YOPKVILLE TO A POINT SOUTH 85 DEG PEES 06 MINUTES 00 SECONDS EAST 315 80 FEET FROM THE POINT OF BEGINNING. THENCE NORTH 85 NOTARY'S CERTIFICATE DEGREES 06 MINUTES 00 $LCONOS WEST 315 BO FEET TO THE POINT OF BEGINNING. (EXCEPT THAT PART ACQUIRED BY THE STATE OF WISCONSIN] CHAIRMAN OLFAR7MENT OF TRANSPORTATION OF THE STATE OF ILLINOIS SS THROUGH PROCEEDINGS HELD IN THE CIRCUIT COURT FOR THE I 16TH JUDICIAL CIRCUIT AS CASE 74 ED 31 IN THE TOWNSHIP COUNTY OF I OF BRISTOL, KENDALL COUNTY, ILLINOIS A NOTARN PUBLIC IN AND PLEASE TYPE/PRINT NAME FOR SAID COVNTY, IN THE 570.7E AFORESAID, DO HEREBY CERTIFI THEPLAT HEREON DRAWN IS A TRUE AND CORRECT REPRESENTATION THAT OF SAID SURVEY DIMENSIONS ARE SHOWN IN FELT AND DECIMAL AND PARTS THEREOF ARE(IS} PERSONALLY KNOWN TO ME TO BE THE SGML PERSONISI, 3 FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT WHOSE NAME ISI ARE IISI SUBSCRIBED TO THE FOREGOING INSTRUMENT, PREPARED FOR HEREON DRAWN 15 SI TUATEO WITHIN THE CORPORATE LIMITS OF AS ACKNOWLEDGE[) APPEARED BEFORE ME THIS DAY IN PERSON AND THE UNITED C17Y OF YORKVILLE WHICH HAS ADOPTED A INSTRUMENT THAT 7HE}IHE/SHE) SIGNED AND DELIVERED THE SAID PROGRESS L HOLOIN COMPREHENSIVE PLAN AND WHICH IS EXERC151NG THE SPECIAL INSTRUMENT AS THEIRIHISiSET OWN FREE AND VOLUNTARY AG n sl, 4277 B LACK 5 TON E COURT POWER5 AUTHORI 2ED BN DIVISION 12 OF ARTICLE I1 OF ILLINOIS FpR THE USES AND PURPOSES THEREIN SET FORTH MUNICIPAL CODE AS HERETOFORE AND HEREAFTER AMENDED AND MILDRLETON, WISCONSIN 53562 THAT BASED UPON A REVIEW OF THE FEDERAL EMERGENCY MANAGEMENT AGENCY (FEMAI FLOOD INSURANCE RATE MAP GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAT OF PH: (6 0$ 849-6304 COMMUNITY PANEL NUMBER 170341 0020 C WITH AN EFFECTIVE A D 20_ DATE OF JULY 19. 1982 IT IS MY OPINION THAT NO PART OF SAID PROPERTY PLATTED HEREON IS LOCATED WITHIN A SPECIAL PRO Y FLOOD HAZARD AREA AS IDENTIFIED BY SAID FEMA MAP r��1 C E M C 0 N, Ltd. NOTARY PUBLIC � GIVEN UNDER MY HAND AND SEAL THIS 28TH DAY MY COMMISSION EXPIRES OF AUGUST, A D 2006 `fl Con0 WHITE Engineers, Land Surveyors d: Planners '-250 WHITE OAK CIRCLE, SUITE 100 AURORA, ILLINOIS 60504-9675 PH (1536) 862-2100 FAx (630) 682-'2'199 e-mad cadd0cemcon Com DISC NO R\704003 FILE NAME PIAT ILLINOIS PROFESSIONAL LAND SURVEYOR NO 3072 DkAWN 8Y N h 5 FLO Bh / PC NO N/A MYREGISTRATION EXPIRES ON NOVEMBER 30. 2006003 PROFESSIONAL DESIGN FIRM LICENSE NO 164-002937 COMPLETION DATE 0'-17-04 JOB NO u,left EXPIRATION DATE IS APRIL 30 2007 covNlSnl©:DC+Cam— lIo X .igns re senea