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Plan Council Packet 2006 05-11-06 o United City of Yorkville 800 Game Farm Road ESL 1 1636 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 LE PLAN COUNCIL AGENDA Thursday, May 11, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Correction: �a 2. 9:30am PC 2006-27 Matlock Subdivision 1 '/z Mile Review 3. 10:00am PC 2006-28 Grande Reserve Unit 21 Preliminary/Final Plat 4. 10:30am PC 2006-29 Grande Reserve Unit 23 Preliminary/Final Plat rl Plan Council April 27,2006 Attendees: John Crois, Interim City Administrator Joe Wywrot, City Engineer Anna Kurtzman,Zoning Official Travis Miller, Comm. Dev. Director Eric Dhuse, Dir. of Public Works Scott Sleezer, Director of Parks John Whitehouse, EEI William Dunn, EEI Dave Mogle, Ex. Dir. Parks & Rec Sgt. Ron Diederich, Police Department Mike Schoppe, SDA Guests: Rich Olson, GRWA Glen McMaster, Pacific Development Jim Menard, Pacific Development Jim Wallin,Pasquinelli Homes Kevin Carrara, Rathje& Woodman Mellisa Gillund, Cowhey, Gundmonsen John Philipchuck, DBC & W Gary Neyer, Richard Marker Inc. Clayton Marker, Richard Marker Inc. George Fisher, Fisher Comm. Construction Jim Rundle,EMO Architects Mike Hartel, EMO Architects The meeting was called to order at 9:35 by Joe Wywrot. The April 13 minutes were approved as corrected. Bristol Ridge—Preliminary Plan A park site was added in the northeast corner and located a school site in the southeast corner. Duplexes were added, instead of townhouses, along the southern most street. There is through street to Charity Lane. The entry is larger along the main entry. There was an increase in single family units and a decrease in multi-family units. All town homes and duplexes will have two car garages. The city asked for a concept of the Rider-Silagyi property to the north showing town homes and stubs to the north. The developer is working on a contract for this additional property. According to Dr. Engler and the developer,there will be no school on the Rider piece. The total acreage will be 93.5 with the homestead, 92 without the Silagyi homestead. Anna Kurtzman clarified this would be straight zoning. She stated this petition be recommended, adding R2-D allowing duplexes. She needs a legal description regarding division of the property. The developer should make certain all lots are clarified, showing the front (as narrower of two frontages) and rear lot lines (lot#111, 123, 173). Driveway locations should be located on these lots, and building setbacks shown should be shown for each lot at final plat. Because this is straight zoning, Travis Miller suggested that variances and changes in setbacks on specific lots would be part of the preliminary plan approval and tied to the annexation agreement rather than having a public hearing. Any signage, monuments drawings, and offsite signage and the locations should be turned in, so deviations can be noted in the annexation agreement. The city requests an 8 foot trail, in lieu of sidewalk, along the main east-west thorough fare, and along the east side of the park. The developer will create an out lot along lots 264-265. Uniform parkway width will be maintained, with a wider trail on one 1 4 side and a pedestrian easement. A pedestrian 8 ft. access is needed along the west side of Charity Lane,until it meets the street. In addition a 10 ft. path along the Cannonball Trail is requested. Twenty spots for off street straight parking, on the west curved edge of the park was requested by the city. A 6 foot carriage walk was suggested in front of the parking. Scott Sleezer said there would not be a park in the Rider property, and the city may acquire MPI property on the side of the creek from the regional site, with a bridge leading to the Grande Reserve site. Mr. Sleezer stated all trails be marked in Bold. The trail on the west side of Jackson Estates will be marked"to be determined". Travis Miller would like to speak with Dr. Engler regarding a possible portion for a school on the Rider property. In addition, Bristol Ridge name needs to be changed. Regarding comment#40 by EEI,the last sentence should read"sanitary collection and conveyance" systems. All intersections should have a 25' right of way radius. Islands in cul-de-sacs will be owned by the city and maintained by HOA's and this should be noted on the plat. The developer will check on a collector to the northwest area. The city will receive the traffic study, and will determine the loop through Comeils Crossing to Comeils Road. The detention in the NW corner will be modified, accommodating outfalls and release rates. Turn lanes will be in the areas of lots 301 and 166. ` The developer will contact the owner of the 4 acres to determine if they might annex or may consider being a part of this development. This item will be on the June 14 plan commission. Grande Reserve— Unit 18 Preliminary/Final Plat A road stub may be needed to the east, off one of the Preston Drive cul-de-sacs, because Oswego is putting residential, not manufacturing, in the area to the east. The land owner is asking for a stub for continuity. Mike Schoppe is meeting with the Village of Oswego and the Fire Protection District and will advise the developer. There would be improvements to Mill Road, and John Whitehouse suggested that Oswego should be asked to contribute road fees, if the connection goes through. A detailed landscape plan needs to be provided for the areas around the buildings. Bill Dunn would like a timing schedule for grading limits of Unit 18. The site development permit for the region 3, (which includes Unit 18) has been approved. This will be at Plan Commission on May 24. Grande Reserve Unit 19—Preliminary/Final Plat There is a bike path crossing Mill and comes down along the west side of the detention basin. Mike Schoppe will check on maintenance of the path. Lot#3048 will be noted as owned by the HOA. Language should be added stating that a storm water management is granted over all of Lot 3048. Bill Dunn needs the engineering's probable cost. Final grading for the trail will be checked by Bill Dunn. This will be presented at May 24 Plan Commission. 2 4 Grande Reserve— Unit 20 Preliminary/Final Plat The water sheet flow should go to the basin, and rear yard storm sewers should be eliminated. (Mike Schoppe's comment#2 under final landscaping plans actually is an engineering comment). The limits of plantings in detention basins should be on the plans. The bike trail is in lieu of sidewalk(in the Tuscany right of way) and runs along the east side of Tuscany north to age restricted villa, crosses at Mill and goes to Orchard Road. Street lighting should be on the same side as the water mains. Regarding EEI comment#8 it should read: the HWL for each of the overflow routes between lots 36-40 is at least 1.5 below the"lowest opening in the foundation"per John Whitehouse. Bill Dunn clarified that valve layouts should be per every 12-15 homes in the single family, or every other hydrant in multi-family areas. Joe Wywrot voiced concern with trench backfill settlement in the warranty and later time (comment 19) in public walks and aprons. Joe stated he would inspect granular materials, kept clean after excavating for re-use. The developer can screen out on-site materials rather than trucking materials in. Anna Kurtzman needs an exhibit with the lot widths at building setback lines. This will be presented at Plan Commission on May 24. Heartland Crossing—Preliminary PUD Plan Bill Dunn stated the northern most road east of Penman, and others,that exceed the 3000 ft. city standard block length. The developer has added stubs at 467 and 477. . Because of potential commercial development to the south, Travis Miller asked that lot 432 be shown as a public street. Connector streets should be added at between lots 778 and 684, and near lot 794,providing access to long stretches of roadway. The traffic study has been submitted to EEI. Pete Huinker has not received comments from IDOT regarding the three full access points proposed along Rt. 47. John Whitehouse reminded the developer that ComEd right of way issues, and overhead vs. underground, need to be addressed because of IDOT improvements. Lot 812 is designated as the lift station. Because the force mains are 18" and 36", John Whitehouse is requesting an additional right of way or property strip. Penman and Ament Roads will remain rural. There will be no water main along Wheeler Road. Pete Huinker stated their wetland consultant will re-evaluate the area after May 15, and submit to CDF. The jurisdiction determination has been sent in and will be forwarded to CDF when it is received by the city. Travis Miller stated the landscape ordinance requires all shrubs be 24". Buffer yards need to be considered when considering the size of the commercial property—a note can be provided on the plat stating that minimum landscape requirements are being met. Clear connectivity should be shown on the plans between lots 818 and 819. Anna Kurtzman expressed a driveway concern with Lot 58. Legal descriptions should be provided for the R2 and B3 components. Travis Miller stated that the school district is ok with a 19 acre school site, as long as there is detention off site. This would be a middle school on park site There will be an amenity center across the street from Park B and additional acreage is 3. Two lots were removed from park site, lot 812,to make it more visible. Trails are recommended 3 along the east side of Penman and the north side of Wheeler Rd. These should link the school sites, commercial areas and the park sites. If build according to park standards, 10' width,the developer will receive 50% credit for the trails. The HOA will maintain the trails. The developer will check on the easement needed outside the 100 yr. floodplain along Aux Sable Creek. This will be at Plan Council on May 25. Tuscany Plaza—Special Use Request Use variations will go to Plan Commission, the other variances will go to Zoning Board of Appeals. Travis Miller said this plan complies with the YAS downtown vision plan. The zoning ordinance is limited in down town development language and will hopefully be subject to changes in the future. The aisle width in parking area is 22.4' wide,typically these are 24 feet. The zoning ordinance requires a set number of parking spaces. Attorney Wyeth will be asked if parking garages dimensions in this design are variances to the code. Ten feet is the floor depth from the slab to the grade. Borings have been done up to 8 feet, but the structures will be at a depth of 20 feet. A system will need to be in place for ground water control. John Whitehouse questioned the radius into and accessibility of the elevator from the alley. The elevator must clear 14' from the floor grade. Mr. Fisher will look at an alcove recess for the elevator and movement of the storage areas. Support columns are 16 x 16, and the developer will minimize the width to accommodate additional parking areas. Each owner of a condo owns a parking space, and vehicle size may be limited in a covenant. The handicapped spaces will be moved closer to the elevator. The developer will attempt to get the parking spaces 9 feet long. The developer will find a site similar to this plan if the zoning appeal board wishes to make a visit. The elevator is key coded with a standard cycle time. It is signalized and operates at 80 feet per minute. Thermo plastic striping would be marked in the alley to determine lanes. Additional radii will be looked at in the rear for better traffic movement in the alley and Mr. Fisher will contact SBC to the rear for possible purchase of additional property. The developer will contact the property owners and ComEd for relocation of movement of power poles. The plan should show underground utilities. There are 104 parking spaces within 1000 feet of the building. The Rt. 47 spaces will not be in existence when the highway is widened. According to the building foot prints,the project has 10,000 square feet of foot print at 3 spaces per thousand, and is deficient 41 spaces. The developer will conduct a downtown parking assessment and add it to the plan commission packet. Exhibit B should include name and addresses of landowners within 500 feet. This will be provided to Anna Kurtzman. The basement has air exchange sprinklers. This will be at Plan Commission on May 10. Minutes submitted by Annette Williams 4 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC# ICJ' APPLICATION & PETITION FOR CONCEPT PLAN REVIEW AND COUNTY MILE AND ONE-HALF REVIEW UNDERLYING TYPE OF REQUEST: Annexation&Zoning Rezoning PUD Amendment 1 '/2 Mile Review Development Name: Matlock Subdivision Date of Submission: 3/1's/o& 1. Name of Petitioner(s): Joanne Matlock Address: 11237 State Route 71 Yorkville ll 6ns60 Phone Number: (630) 553-5788 Fax Number: Relationship of Petitioner(s) to subject property: [JcOwner :] Developer [] 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: JnannP Matlock 3. a). Street address and physical location of subject property: 11237 State Route 71 Yorkville IL 60560 b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 17.76 d). Kendall County Parcel Number(s) of property for which PUD is sought: 05-07-201-004 e). Current Zoning Classification: RPD-3 f). Zoning Classification Sought: RPD-3 g). Is this property within City limits? Yes X No, requesting annexation (If no is checked, is the property contiguous with existing City boundaries? Yes X No) Page 1 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 4. 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, 11 60560 Phone (630) 553-9500 Fax (630) 553-5764 Attorney: Name: Attorney Daniel 1 Kramer Address: 1107A S BridaP St Phone Number: (630) 553-9500 Fax Number: (630)553-5764 Engineer: Name: Ron Bauer Address: n W Main St_ . Pland. 11 60545 Phone Number: 552-7452 Fax Number: 552-7702 Land Planner: Name: Emo @ Srhopoe Design Address: 126 S Main St 0cwpgn, If f(1543 Phone Number: 551-3355 Fax Number: 551-3639 5. If 1-%2 Mile County Review, what is county zoning currently? RPD-3 Requested Zoning: RPD-3 Zoning of surrounding parcels: North: A-1 South: A-1 East: A-1 West: A-1 6. 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. b. 15 copies each of the application, proposed drawings, location map, site plan are needed to be scheduled for the staff review meeting. c. Appropriate filing fee (Please refer to Page 4 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). For the Plan Commission Meeting, an additional submittal is need as follows: d. Concept Plan: 35 sets folded to fit in a 10"x 13"envelope e. 35 copies of the application with legal description. Page 2 of 7 United City of Yorkville Concept/1-1/2 mile Review 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. Date: 0(-t,,e'_L► D-0or- I ' Petit' r(s) Si Subscribed and sworn to before me this , 200 r Notary Seal THIS APPLICATION MUST BE NOTARIZED. E IAL SEAL" EN HANSON LIC, STATE OF ILLINOIS i©N EXPIRES 10/20/2007 Page 3 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 CONCEPT PLAN and COUNTY MILE AND ONE-HALF REVIEW PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and concept plan as described by the United City of Yorkville Subdivision Ordinance meeting the checklist of items to be included in a concept plan(see checklist attached). *Fees for all concept plans exluding 1 %2 Mile Review are as follows: Engineering Fees of$500 are due upon submittal of the concept plan, with the balance due when the proposed preliminary plan is submitted. Fees for 1 1/2 Mile Review: $250 For Concept Plan Review: Note: You must present your plan at each of the meetings below as indicated Step 2: Within two weeks of an accepted application, a staff meeting (City Administrator, City Land Planner, Deputy Clerk) will be held to review plan. Step 3: Developments with a residential component must present their plan to the Park Board at their Park Planning Meeting, which is the 4t"Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Petitioner then presents their plan at the scheduled Plan Commission meeting, which will involve an informal public comment session after the presentation. Plan Commission Meetings are held the 2nd Wednesday of each month at 7:00 p.m. in the City Council Chambers, 800 Game Farm Road. Step 5: Petitioner then presents their plan to the Committee of the Whole (Mayor and all Aldermen). 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 where no formal voting takes place. Page 4 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 To begin the next step in the development process,you will be required to submit an additional application specific to your request. For County Mile and One-Half Review: 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: 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 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. 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. Page 5 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 Y UNITED CITY OF YORKVILLE CONCEPT PLAN APPLICATION CHECKLIST This checklist is in accordance with our Subdivision Ordinance& Standard Specifications No. 2000-02, adopted 3-9-00. Copies available upon request. Section 6.00—REQUIRED INFORMATION TO BE SHOWN ON SUBDIVISION PLANS AND PLATS: 6.01.01 CONCEPT PLAN The Concept Plan may be done free hand, but shall be done with reasonable accuracy and clarity. The scale of the drawing should be 1"= 100', unless clarity or size of drawing dictates otherwise. The following information shall be shown: 1. Name & Address of the owner or subdivider. 2. North arrow and scale. 3. Approximate dimensions and area of parcel. 4. Topography—not greater than 10 foot contour intervals such as can be obtained from USGS maps. 5. Proposed layout of streets, lots,parks, and non-residential areas, including storm water control. 6. Number of dwelling units and gross density. 7. Minimum and average lot sizes. 8. Gross area. 9. For multiple-family, commercial and industrial areas, show potential (may be an exhibit): a. location of buildings. b. approximate dimensions and area of site. c. buffer zones (identify and label). 6.01.02 Existing Conditions: Presence of any of the following shall be shown on the sketch plan or an additional sheet: 1. Streams, marshes, bodies of water, wooded areas,wetland, and other significant natural features. 2. Location and direction of all water courses, drainage ways, and areas subject to flooding. 3. Location of existing storm drains, inlets and outfalls. 4. Existing buildings. 5. Existing utilities and utilities proposed for extension. 6. Existing streets. Page 6 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 6.01.03 Location Map: A small scale map or sketch of the general area showing the relationship between the proposed subdivision and existing community facilities and rights-of-way, with the proposed subdivision indicated thereon. Page 7 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 LEGAL DESCRIPTION THAT PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN BEING DESCRIBED BY COMMENCING AT THE NORTHWEST CORNER OF LOT 1 OF "ARCADIA ACRES" RECORDED AS DOCUMENT#78-3111, IN THE OFFICE OF THE KENDALL COUNTY RECORDER OF DEED FOR THE POINT OF BEGINNING; THENCE NORTH 46 DEGREES 00 MINUTES 18 SECONDS EAST ALONG THE SOUTH RIGHT OF WAY LINE OF STATE ROUTE#71, 732.00 FEET TO A POINT OF BEND IN SAID RIGHT OF WAY LINE; THENCE NORTH 48 DEGREES 54 MINUTES 51 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE, 329.72 FEET TO A POINT OF CURVATURE IN SAID SOUTH LINE; THENCE NORTHEASTERLY ALONG SAID CURVATURE HAVING A RADIUS OF 4458.44 FEET BEING CONCAVE TO THE NORTHWEST, A DISTANCE OF 131.75 FEET TO A POINT WHOSE CHORD BEARS NORTH 50 DEGREES 00 MINUTES 03 SECONDS EAST, 131.74 FEET TO A POINT ON AN OLD CLAIM LINE; THENCE SOUTH 14 DEGREES 02 MINUTES 50 SECONDS EAST ALONG SAID OLD CLAIM LINE, 1056.89 FEET: THENCE SOUTH 82 DEGREES 31 MINUTES 22 SECONDS WEST, 96.06 FEET; THENCE NORTH 86 DEGREES 50 MINUTES 10 SECONDS WEST, 198.75 FEET TO A POINT ON THE NORTHERLY EXTENSION OF THE EAST LINE OF "PAVILLION WOODS" SUBDIVISION; THENCE SOUTH 14 DEGREES 57 MINUTES 48 SECONDS WEST ALONG SAID EAST LINE EXTENDED NORTHERLY, 407.65 FEETTO THE NORTHEAST CORNER OF SAID "PAVILLION WOODS" SUBDIVISION; THENCE NORTH 50 DEGREES 13 MINUTES 09 SECONDS WEST ALONG THE NORTHLINE OF "PAVILLION WOODS"AND"ARCADIA ACRES"A DISTANCE OF 954.62 FEET TO THE POINT OF BEGINNING ALL IN THE TOWNSHIP OF KENDALL, KENDALL COUNTY, ILLINOIS. e FINAL PLAT OF 4 MATLOCK SUBDIVISION BEING A SUBDI\ASON OF PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 37 NORTH, N RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. w1 0' 100' 200' 300' ate oxcRn moor r n,MUc !....',, SCALE 1' R 100 uuin «.e nsuRxr w suawo sMlaruc ua I I LR taro 31muXa I T"TAIL R-4436 44 / sR.w a tol.aM a L-131 i,$ / nor to scut 'RIGHT TO FARM'CL AUSE CH-13 ;_.. CBAAN 509003 E ', M,"t oi'%Oto*� KDOALL COUNTY NAS A LONG RICN MAD1MN N AOIRWLTUK MO O RESPECTS TNC ROLE MAT FARMW CONTNUES TO PLAY N SMIAIRMO TWE EOONOMC NKUTY OF THE C"TY. PROSY TWAT SUPM*n rAS 0AIMMY 6 NOICATED BY A ZM16 NO CAI M- -- S 05'39'37"E At OR At SPEpAI USE. 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" M011A181nNC W PAGE 1 of 2 ^"N N1wuRT Oee t02 VAa'rA3 Q Y(N RM N R°�''m w"" ^"°' DESIGN FIRM N0.18440"75 AA 131111160 20081-116394"NAL-6 .T s. M�j 1100111 60000040 SO FINAL PLAT OF MATLOCK SUBDIVISION BEING A SUBDVISON OF PART OF THE NORTHEAST QUARTER OF SECTION 7, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL TOWNSH(P, KENDALL COUNTY, ILLINOIS. p' I w 200• 300. TOBDK>11'HIGHWAY CONMRS510IER CERTIFICATE SCALE 1 N 1017' StATE OF LAR*$ ) AS COUNTY or KI DALL) SURY[YOR'S CERTIFICATE DO IA.M Rc*UL THAI AIL LATRRS PDt1APNK r0 M STATE OF UPOKS ) ME O RLOUIO)W K DLICRik9 N M R-AS THE 0._ T THE ADORN UY HA Cmax OWPUS d KOOKL COUNTY.NSdMt AS 11['r PRTAN A M ANN[Nm RAT. CDwx d NDYALLIxi k NATO eml Mlsum MM THIS o TO CERNY MAT L ROAD 0.BAUM RUMORS FIKOESSIMAL LAID whc»x - DATED TNis__—_DAY OF__ 2006. No.35-23&L HAVE aw\cxD we wbormn M r0u0rw P*"Tr TlwrrARTdTI/1RnrlwAFr LF1AEHI6d 9GTiTY1T.TOwrN�n —" --'- HOIMRAtABTBASFdIIBJIiQDI'RDY3TALD�ENANBMRI TORCRSDr NWMWAY COY$SIONF� D©WRIYMYCMO.�ICOI�AT11tNDAt1f WBSf Cp!♦OId MDT I d AACADMA(9EBtKORD®A$DOCUAdAEf7FJ111,NMOrPIm oTTA6�0Ar1.001M1YREWR09tdD®eTORTllBtONTd PLAT AND ZONING COMMITTEE BBO0PDR4TiffiCI UOBIBMOemt®aem+vlR NSBCOIOS LiSI'Ngpp TUR O{TRBffiRdWAY IJ<1806TATBROJIBR7L STATE OF UIHOS ) TMLNP®I RIARERdBDmN AOBRNTd WAYTDiRTTERAa , 5$ NOB'MYD87RPH6NMOM®119B000NBBAdTAf4N0 YAID90UlD COUNTY OF NOIDALLI MIOMdWAYIJIN.Ib.TAPQirOAPONTd WAVAIVPBM FAD ShcIBLD$riWNCB WOl1fEAS'L®U.Y AIARED 9ADCILLVATVp 2006 APPROVED BY M RAT AND 211HID COW TIES,I1LS ___DAY 7 NAVNOAMA-ITAMlBMPEBTB®tT COrY.LVBYO TIE 2006 A0. NOIliBN6R;wtSTANCEOP IJIT!P98flDALO]NL WRO�CHIDED HDAPS lCORINNDBGR®OBAm1IJIRm8BCQ11lR BA3I.1ll.N PEES _�_ YOATONT ON wow MDLINB1tDOrtA BQIIT(U066Bmm �q,AT Arq ION\M'CORRT4E,OIARNAM 1DNIRPB ISBCODBDA81'ALONOBAD�D GLVMIJNEI IWwr. i IIIT;Mwoas 9W1N Y OB@W)1lIRIIIle6229P1LVID6 W®L%A6 TEEf;T1OVt8tRDLMMTNOOMMIwlTI7B roBBCOtDS TiB$F, t 1R7!TKTTDA IOORONIY rgnT®ILr�crroRION d TMB WL LDRadrAVU.u+W0006 suNRVnwr,I>DIFJI SOVry uneD®B � PUT GAUGER CERTIFICATE lt1YA11NY�LN(DEFT ALWJG lMID P.\BT I.MBb1T9Y® HOIiTL.LY 1Pf.QOPE[SO'tImNDRT®AR[CORN @ d9Am ' STALE Of W1015 )ss TAVLIIDNIW®RI®NEDIETIQ!®NOR]R lODem®IJ )) WOODS AAA DBYIBFTAIDNOIMBNO---FAD TAVW1N COAT'K v 40ALL) pOpp ADALG\DLL AFIII.AD6TAN[]:dTNA1P�TTOTIR } t'OAYd(�OIpDAw N]lO'NR'NAIDOIBIDJL.1[&roAt]. __ __-- _--_ CiANx.11N0E APPR0,E0 1HIS____DAY!K AD. M RAT SHOWN IS A CORRECT R PRESENTATON OF SAD SLIMY A D AJNRNAOI. ALL PUT OrFER OSTANCL$ARE ACTED W FEET OW OEOYALS REATME I WRITER cRT1Fr THAT ALL AEON CONS ENACTED BY M COUNTY BOARD"$PLAT. TO MATS AND SLYOM90M HAS . BELT1 COWiED NM N M PREPARATION 7 THI$R.Ai. M\UINNAAt ...: I ALSO LErt1IPY MAT M RROPERTY SHOWN ON MS PLAT d xiBd.a'JN.4 NOT CO�"t OF IL[��'q� COUNTY BOARD CERTIFICATE LOCATED WMIH A SPECIAL FLOOD HAZARD AREA AS SHOWN ON FLOW M ROOD BOINOMY A,S _, STATE a LLAROS ) AHe TLOODRAY W.CONMDTY-PAIEL 1 70341-0024 DATED AAY CD.INL2 �AA.� P:r,2752 )� GKN �j HAY ANP YK wi R/A10.IlANP4 MS 1.AA DAY OF _ ,V*3 COUNTY OF KCHO H 200A. =Q•,NOMALT 0! O? APPROVED BY M O"TY BOARD d KQYA\L COUNTY,ILLNPS MRS____DAY OF +�t• SAUER 7.(„�V"r� 6J'f •'•-....1'' P�"� _ _�__�2006.AD. a INS REOSRSED LAID SURVEYOR 12352 4�ry'$Al lA1AT�' EXPIRES WAVIER 30,2006 MAPNHTAH\ __ O"TY TEED --��---- aAYUAII-ar cow"BOLO ORDIER'S CERTIFICATE STATE d BiRWS ) COUNTY OF KEpW,L))$( COUNTY HEALTH DEPARTMENT CERTIFICATE RPS 4 TD CRAY THAT I,_ "W"'WRDOt AM M TER OF RE STAB:OF UPDRS ) ABOVE CESCD®LAD AID HAVE CAU=M SAME TO K UrAEM AND SU®AEm.AS )55 RIOCATED MREGII rd M USES AND TERROR$MERW SET FOURTH AS AYDAO AND WARTY OF KDDALL) PRONDLO BY STATUE.AND 3UBMV1AOi TO K KHOW AS'IRGrWPN MEADOW-WE ALSO HLRM A0060W M AID ADOPT M STAG\NKR M STYLE AND DK THMM SUB.ECT TO LOT BY LOT SOL RSTNG AND ATE EVALVATIM,DEMONSTRATING M AI UTY IIOCATED. TO CONSTRUCT AM OPERATE A SEWAGE OTVOSPL.SYSTEM CAPABLE OF NEETNO OR D EACOLON ALL APPUCASLE STATE AND LOCAL RULES AND IEGULATKNIS. M UIIOERSNHO HOOT NPJK:ATCS FOR PLWUC UK NAAT PART A10\N AS HERESY DENOAED ON THIS PLAT FOR NOWILAWAM AND 1 ALSO GRANT APPROAYD THIS____�__�_DAY OF_-_________2008 10. MOM UT%JM EASPMENTE AS SMOEN On RTES PLAT AD AS SET FOURTH N K EASEMENT PRO"04 ADBM M SAD PLAT.M LROLZAP[D RANGE CERTIFIES MAY M PROPERTY NEREOC MAW IS LOFAND"TOW M BO NI)ANBS Or M VORMVa LE MADE -- SOIOOL"ES IDM SMOOL AM HIM SCHOOL DKIBET P15L KHOAL CQA1tt REALM OpARTLENT DATED THIS_ DAY OF 2008 PLAN CO M SSM CERTIFICATE STATE OF RUIOCS )"S DOGE JORNI I %ON 1120 ROU 71 COIN"d NODAL) TE YOMTINC L APRMKO DY M RAM CORR$AON OF M VIILLCE OF NEWARK.WIGS THIS__DAY OF 2006 A D. NOTARY PUBLIC C[RTIFTCATE Br: STALE ?_:!� lJ1AIAIAR KQE4RT: town d I. _� NOTARY PUSIX N AND FOR I E COwIY VRLAIGE BOARD CERTIFICATE AID$TAX AFOREINB,W IQSY C_MRFY THAT.JOAIRI MATLOCK IS PERSONALLY. D IE ED K M P1 R M%WORK NINES AK SIASWKD TO M IDRGODD STATE a uAIOS CLROKATE.APPEARO BQOK w<THIS DAY M PRSOI A10 AOUDMlEDOED M EEOOITDM l AID A'COIiATTNO WSTR1RgIT5 fM COR1TY d IUOMONL M IRKS MD PUIYOOES MROI 9ET FMN AS iMER PrNt AID VOUNTAM ACT. iHI5 IS TO COPNT AMT M RIVALED FIAT WAS APtN1OYm BY 111E PRCSOwi OVM V DUt MY HAD AND HOTARLU.SEAL THIS__-DAY OF_ _2006 A.0 AH0 M VEIAGE TRUSTEES OF M VRLACL OF HEWARR,LINOS.ON MEN_DAY OF 2006 A D ATTEST _ TT NOTARY MINIX VILLAGE OEN VRUKA:P4 T )REGISTERED PROFESSIONAL DSGRQ M CERTIFICATE COUNTY CLERK CERTIFICATE STATE OF LLNOO ) STATE d URROs COUNTY Of REWNL) couux a AEMOAL W LDDIRAD DREAD AND A$SOWTES,w UAIOB IEC61ROe PROFESSIONAL DIOM NO JDAM IATLODL OWNER OF M ATTACHED UWW40M IORRT M TO'OOARBCAL AND MS 5 TO CERTIFY RAT I. ALA.P.ADIRSOM.COUNTY aDW d KEIDyl COUNTY, MORE SIUMS6 AND CERTIFY*AT.TO M VEST d OLIN 0I M.OM AD M11R.M LWORS DO HEREBY GRTIFY MAT MOLE ARE NO DDLOLEJN GOE/RAL TAXES,NO UIOAD DRAMAfi'.OF AIPFACE WIT$NL NOT K CTIAIIOED K M CoNSINKIM d rlRS 0,W"T TALES NO LWPAID YONDIVRE TAKES AHD HO RCDQMANL W SAES A"HST SAOrA d1 OR ANY PMT MREOF.M.MAT F WON SUMAGE INTER orlOO E ELL K DAY d M REAL ESTATE KSCRRBED N ME FOREGOING CRRFICARM CNNIr,6D•11EA$MAwj RRDIFB>aK LLAM BERM NAVE FOR TOLLC1i0lP AND OWR9011 DF 0IOI$W FAR WRBT$BETE PIAUC AiiS.0R ORAM FIRM IE SWIMO DE HAS A DAIEO THIS DAY OF____ 2006 AA N*7ICITGB�IERALALLY ADS THAT S"DDIGRE�INSINT PRACTICE SAO AS 100 noticL:IE LNDK�OF DAMAGE A PC JO.IO m zMem MEAUX OF TIE KN$TWCBM OF TIE SUBDIVISION. __065 ODtN DAMP Rft DAY OF ODDS wp COUNTY TRECOROER CERTIFICATE Gomm _ STATE OF LINOS )) JDMN NAROOI awswe PROOMPOL BEBREt V N VENUE$cHaw DI) COAITY OF KEIDALLI MO RK PdiMROIT MROD1 _1N5 RID FOR RECORD N M COUNTY ENp1EER RECORDER'S OPYAE or ItDDAI COUNTY AFORESAID ON M OAY V STATE OF LUGS ) 2006 ATE_O'CLOCK C"W or KMMU I,_� oHNTY"'O"M or REAL COMTY.DT NDEY -- --- cmTR THAT NE NBRYD MT HAS KBT EMIYIm w WE AD FOND TO COWRY■N KENDALL COUItt RCOIOOR M NORWAY REO.E.Dm AS SET FMJH N M REFMAROIO COLEMOC RAYS Or SUISDAI09 LAND ABaim BY M.CowTY BOA"or Ima"COUNTY.LIMOS R B & ASSOCIATES DATED,HI$_ OF 20MAa LAND SURVEYORS, INC. ImDAL CONTY DMaImR 4 West Main sa..t mono,INtnols No" (630)552-" PAGE 2 of 2 DEMON FIRM NO.184400a473 D~2OW11996•FMEA" UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,10L 60560 630/553-4350 PC# APPLICATION& PETITION Please Check One: Preliminary Plan V"F anal Plat/Pact. #-A-+ Development Name:Aa,4 cle-Aowyt-1 AAA.0 Date of Submission: 1. Name of Petitioner(s): i' e, t.(,1 - Pta�JEe',L. PL4"w L' Address: S35 -Plk,.4.c kj 4.,d Sven 9 . IL �o sty Phone Number: 930-3Z5—4S&D, Fax Number: 2. a). Street address and physical location of subject property: Ld cJ rO N��W d PPt+�il 3 cPbT n 1r "&4"o 4 xaA D a), Tw Z AAw7u Sgbi r dr Lo- X6. b). Legal description of property;attach as Exhibit"A". c). Total Acreage: '?,!9 9 3. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this petition may be directed: �5�yr�� -Pb�s Asa, Lt.e coy..-ri4,s„Z- (L�c•�.�a�. �.._ lµ��.��►h Attorney: Name: JeltiN 446l1,nT veta- Dow, �++►. ... S.rs l cob+-►.e fM�s'!'L'r� Address: 12-S, '$t-_ NdAry(l lt Phone Number: Fax Number: 1 J,30-3 S S -S9 Engineer: Name: CDtti�+r✓�(.,gyp�"��SS,J.L6Ftl LTD ,D-[`t1J r A^1CA Xt'n4LIrLe Address: 4wo 41LK. 8t✓� ,- S ve rNr 201'-. 1 t l t- 6�i43 Phone Number: Z3o--Zft--i 545 Fax Number: ids Zfid-16 4.4 Land Planner: Name: J ejj tom.?> AGS+c A) A yt t1 % Jc�-AtJ i-A zr,o Address: 4vWA 5`+W 444 1 Cu aC AA.-a 4L, 6 a 6S6 Phone Number: ?�3- 6 3_3 3?d Fax Number: 7 )3 - 7(-3�-33Z f Page 1 of 7 United City of Yorkville Pm1imhwy/Final Plat Application Revised: 5/4/04 Y 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: .-3//&14 1. Petitioner(s)Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) �aA- P.41 jwnI,- /�io�ti*D,L Subscribed and sworn to before me this / t day of 221 4-"-� Notary Seal ? THIS APPLICA TION MUST BE NOTARIZED. " FFICIA L SE Avemarie Dudlk Notary Public,State of Illinois My Commission Expires 10/03/09 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 EXHIBIT "A" THAT PART OF SECTION. 11 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED I AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER, OF LOT 39 IN GRANDE RESERVE UNIT 20, ACCORDING TO THE PLAT THEREOF RECORDED---- AS DOCUMENT NUMBER THENCE NORTH 75 DEGREES 09 MINUTES 30 SECONDS WEST ALONG THE NORTHERLY LINE OF LOT 3030 IN SAID UNIT 20 A DISTANCE OF 248.68 FEET TO THE NORTHWEST CORNER OF SAID LOT 3030; THENCE NORTH 01 DEGREE 11 MINUTES 05 SECONDS WEST ALONG THE NORTHERLY EXTENSION OF THE WEST LINE OF SAID LOT 3030 A DISTANCE OF 780.28 FEET; THENCE NORTH 76 DEGREES 16 MINUTES 33 SECONDS EAST 176.11 FEET; THENCE SOUTH 86 DEGREES 27 MINUTES 23 SECONDS EAST 152.80 FEET, THENCE SOUTH 89 DEGREES 33 MINUTES 17 SECONDS EAST 344.84 FEET, THENCE SOUTH 68 DEGREES 28 MINUTES 35 SECONDS EAST 278.47 FEET TO THE NORTHWEST CORNER OF LOT 59 IN SAID UNIT 20; THENCE SOUTH 21 DEGREES 31 MINUTES 25 SECONDS WEST ALONG THE WEST LINE, AND ITS EXTENSION SOUTHWEST, OF SAID LOT 59 A DISTANCE OF 186.00 FEET, THENCE SOUTH 68 DEGREES 28 MINUTES 35 SECONDS EAST 23.36 FEET TO THE NORTHWEST CORNER OF LOT 13 IN SAID UNIT 20; THENCE SOUTH 21 DEGREES 31 MINUTES 25 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 13 A DISTANCE OF 120.00 FEET TO THE SOUTHWEST CORNER OF SAID LOT 13; THENCE SOUTH 89 DEGREES 59 MINUTES 18 SECONDS WEST ALONG THE NORTH LINE OF LOT 12 IN SAID UNIT 20 A DISTANCE OF 78.14 FET TO THE WEST-MOST NORTHWEST CORNER OF SAID LOT 12; THENCE NORTH 51 DEGREES 43 MINUTES 48 SECONDS WEST ALONG THE NORTHEAST LINE OF LOT 30 IN SAID UNIT 20 A DISTANCE OF 99.54 FEET TO A BEND IN SAID NORTH LINE; THENCE NORTH 70 DEGREES 31 MINUTES 46 SECONDS WEST ALONG THE NORTH LINE OF SAID LOT 30 AND THE NORTH LINE OF LOT 29 IN SAID UNIT 20 A DISTANCE OF 78.16 FEET TO A BEND IN SAID NORTH LINE; THENCE NORTH 87 DEGREES 58 MINUTES 15 SECONDS WEST ALONG SAID NORTH LINE OF LOT 29 AND ALONG THE NORTH LINE OF LOT 28 IN SAID UNIT 20 A DISTANCE OF 78.84 FEET TO A BEND IN SAID NORTH LINE, THENCE NORTH 89 DEGREES 33 MINUTES 17 SECONDS WEST ALONG SAID NORTH LINE OF LOT 28 AND ALONG THE NORTH LINE OF LOT 27 IN SAID UNIT 20 A DISTANCE OF 168.36 FEET TO A BEND IN SAID NORTH LINE; THENCE SOUTH 31 DEGREES 15 MINUTES 17 SECONDS WEST ALONG THE NORTHWEST LINE OF SAID LOT 27 A DISTANCE OF 89.64 FEET TO A BEND POINT, THENCE SOUTH 01 DEGREE 11 MINUTES 05 SECONDS EAST ALONG THE WEST LINE OF SAID LOT 27 AND ALONG THE WEST LINE OF LOT 26 IN SAID UNIT 20 A DISTANCE OF 158.00 FEET TO THE WEST-MOST SOUTHWEST CORNER OF SAID LOT 26; THENCE SOUTH 59 DEGREES 32 MINUTES 23 SECONDS EAST ALONG THE SOUTHWEST LINE OF SAID LOT 26 A DISTANCE OF 57.67 FEET TO THE NORTHWEST CORNER OF LOT 25 IN SAID UNIT 20; THENCE SOUTH 37 DEGREES 23 MINUTES 20 SECONDS WEST ALONG THE. WEST LINE OF SAID LOT 25 A DISTANCE OF 148.98 FEET TO THE SOUTHWEST'CORNER OF SAID LOT 25; THENCE SOUTH 14 DEGREES 50 MINUTES 30 SECONDS WEST 66.12 FEET; THENCE SOUTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 183.00 FEET, HAVING A CHORD BEARING OF SOUTH 73 DEGREES 45 MINUTES 30 SECONDS EAST, A DISTANCE OF 8.94 FEET TO A POINT OF TANGENCY; THENCE SOUTH 75 DEGREES 09 MINUTES' 30 SECONDS EAST 20.47 FEET TO THE NORTHWEST CORNER OF SAID LOT 39; THENCE SOUTH 14 DEGREES 50 MINUTES 30 SECONDS WEST ALONG THE WEST LINE OF SAID LOT 39 A DISTANCE OF 120.00 FEET TO THE PLACE OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. I P.I.N.02-11-400-002 a BASI S OF BE S ARING GRANDE RESERVE - UNIT 21 _ RECORDED PEAT OF EUNIT 7 N BEING T A THIRD PRINCIPAL PART OF THE EAST UNIT OF SECTION 11, LLE.KE 97 LL NORTH- MU RANGE 7 EAST --F--OF GRANDE RESERVE UNIT 7 111 OF 7HETHIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF VORNNLLE.NENDALL COUNIY,611NOIS. I - �ITE i AREA BREAKDOWN LOTS 14 TO 24,40 TO 58 - 7.661 ACRESx 342,433 80.FT.* RIONT-OF•WAY I �- 2.187 ACRE. 63.096 S0.FT-x TOTAL 9.998 ACRESt 435,629 SO.FT-1 1 I - I i _ I TNI6(1HIT CORI(ESPONDS TO PMT OF NEIBHBOMIOOO 2 AS SI. IN THE ANNExATIO4 AGREEMENT. 2 TROUGH 24, 40GHEREON IS "R•2 P.U.D.' SITE MAP Y y-R D �� N = S 42 SRfM,NA IN IRE NdfnEAST S 862723' �,�,.{S1411� --�___ •.. e{. w�1ER v uciwx,i'-n-'i IA ION' � C��a.^ I r-----r'1 r-----�� r7-----, r-T-----� �--e-----1 r- `` Ls' D 31 Ls, 5•� Le 5-1 $ ^5 \ J� 1-5 0 5--j I 5 1 W 1 I I 1 F 3`I \v. 50 i•' 51 s` 52 53 g 54 s 55 SET � I 11,814 S.F.t ^ 10,590 S.F.t R 10,080 S.F.t R r 10,080 S.F.t r° 10,080 S.F.t R r 11,1428.F.± +I 66 h_ M9NIKNT ,9 9 1 8 a s ii s 1 F ._ i - - - I_ _ _ I W,O.&-. _ 1 y 10 09S.F.t /• ,.y h�� . 16,408 S.F.t I i s I I o I 1 a l l a l l a 1 57 _�---) L'-----L-i '------JJ L-----LJ b-(- -�' 1 I /^^" 10,080 S.F.t is e{.. U{.OV A•49.M' Lam( 3./ 111317"L 2)31{ •� $ `/ ��! g CROOKER ti ! 10,0808.F.t 48 ' F �Q�� / 8 HEAFBY CEDN.UFf \ +I 12,357 S.F.t I;g 4t AR 6s r,r z)sw f et .i Ad 5139 n' e- gg� r,d _r r. .o -) r-----r-1 ---b-___7 r'Wx,4 a6rey! {w J,� WR� 1 - _ I I _ rl�lH fir, di r-t 0 C L- L'N 864W69'E.- -NO p/ y A F_y__,3..6--- -7�" / �° , / i. = 19 �` 18 �` 17 �// � � y s e6ze' i / 20 12- 10,123 S.F.i 10,080 S.F.t 10,781 S.F.t d m 16 / T, 23.36' 00 1 r2 1 16,158S.F.t °< rv8 s h� e4.0 Cq �' i ) i` 10,885 S.F.t 10,563 T.t I ? 8 1 �` L_ ° - 5'.7 7 5. a 5'7 I-5' a s•J!-s /a" //'\ '> OR�KER z _ o ^ 15 a ' I d --e5ee�,>. ---�--1eJ A ----J L---1-J L-----LJ � a '•Y h 11,142 S.F.t L-N nee'{WSWWE- - �r ' -- --f16 iN8 1TW188.38' 7� �`J / / ,2660-- I , 6788' �J �o # 14 / 3 F- U , rR 21 i 15'w N ale / � 11,428S.F.t N 46 ,d�I R = $I I� 12,387 S.F.t a 28 �• y` \�\ s' �3 3 41 10,086 s.F.-k i I i �N ; r ` 29 _ i y 13 rn Z 1 E�•�T'TM r � ^�-_. . .. -27-,% 4� 78.14' . :. SCA'�E: 1.-50' .-. r u _,30. -___� x M 1I,n r3 I II I +o'- - S 6669'16'W _ ! o T, 22 y 30 50 25• 0 m 45 Y a m s N N$I ho,080 S.F.t 1 3 12 441 L10 10,080 S.F.t 11d�g' R s� j $'-\�` , /4yC/ ' L_ N 6546.55•E- L J � % L ° V5 J 20.0-- SUBDIVISIO LIMITS N 66 co- - SECTION LINE _,20.00-- --1 I I - 0.I •� "J --- QUARTER SECTION LINE r-u i td u t 1 i1 ! 0� ---- QUARTER QUARTER SECTION LINE 1-10' 1d-I I 23 8 26 !_ I5^ � --- EXISTING R.O.W. LINE I I I ------' EASEMENT HERESY GRANTED I 4'4 i 0.i 1t,28os.F.t ' s J 31 ( 11 10,080 S.Rt - 16 a p SECTION CORNER I 1 C I ° 9 E�F'R w � J ''`` QUARTER SECTION GUNNER ' '^ T•_J FIR i IT y �b � bb (AREAS.) MEASURED DISTANCE Lt1-xaO----,� -,16'{'' ' > w (p.T, r RECORD DISTANCE Pq. POINT F TANGENCY ' u I 1 I 24 // I,, A MC LENGTH OF CURVE I 1D,28 S.F.t, I ¢ ^' 1 13,960 S.F.t // W 32 1 P,CC. POINT OF COMPOUND CURVATURE P.O.B. PLACE OF COMINRING (-10' ,d-1 V3d\'(. /I I 1 P.O.C. PLACE OF OOMIIENCEMENT I 1, b \ 1 u /A 25 o g;S,L BUILDING SETBACK LINE ��\ •Y a SET CONCRETE MONUMENT L-°M e8'/85J'E_ .� `S\ (� //JLy 1 I SET IRO!PIPE FET I IRON PIPE r T , $�`� 'tp \�\ y / fA L NO, LINE TABLE NO. f, qO •U vJ I 9 C N0. CURVE TABLE N0. 1d U I 't• y\ �'/ 14'50'30 W / 42 _ e6.12' 33 1 14,614 S.F.t`.10 �--- // G�ANDE RESERVE UNI 20 5 R-183.80'/ ' NFG OOC.Na G8-S 7345'30'E i ' 30 E 8 8 20 I ' a � A 41 /1 G R Pp 14,611 S.F.t 6 31 40 < -1 81 S.F.t 39 F 37 , P.O.B. 36 91 MOMMENT GP 3030 35 1 CURVE ARC RApUS CNORO BEARING CI 46..7 ,eim _Neiwe w 19. m,00 n 7e•46 w CJ 44eO 6500 N 3TJ 06 W C4 t).)6 MOO N 0111.E C5 46.1) 16).00 N 0.6'2 W LN4: EEARPO M3TANCE 'L6 6934 ,- N O'm 36 E - NOTES: 110 5 73o9m E 2667 C7 28.09 m. N O6DY23'M t.SET 3/4'IRON PIPE(1-1/4.O.D.)WITH PLASTIC LI, 5 66 35 E 11.3] C6 26.06 m00 6 B03f E CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE L,2 91W1M E 1,.82 ,3p 166 o N 6,],' ON SHEET ONE. Lt3 N 01'1105 M 20.52 C10 12251 33600 5 290D 56 E 114 N M Il'05'W 2.46 C11 962) 367.00 N 720 56 W LIS S BSJ31 E 1236 CZ ,1,30 11).00 S 01'3 W LIB 6 7 E 657 tyJ ).9, 11]. 9015352 E LI7 s m'E .1 CI{ 1].& m.6o N T7-JB'16'V LIB s 0076u W 1.78 Lys 1.22 MOO 5 64'L9'S9 W C16 1.29 moo 5 t9]TO LI] 16.06 xm N 03761)F L18 N.eB 3000 N CIO 1323 moo N m•49'O•W Cm 13.60 30.00 5 6Tp 21'E C21 1449 --mm N 6605'6 E PER RENEW 8 _ _ 1�34/OB ISSUED MEK FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN go MIOYIEST PREPMEO FOR: BY HEREON.REFER TO YWR ABSTRACT•DEED,GUARANTEE POLICY AND LOCAL ORDINANCES. CONSULTANTS INC, pASOUMDL-P10U-EN RACE LLC. COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY Ls DIFFERENCE AT ONCE. wlem- ��-AR.r° it 6, m N„a'�'�;{y, � n3e NO.:269-140 P. 9R.H 6Y:Ms _.. SHEET 1 OF 2 _"FTNAUL__PLAT - P.1.N.02-11 X00-002 OWNER GRANDE RESERVE AS UNIT 21 IN ACCORDANCE WITH THE PLAT ACT PB6-1238 THIS RAT HAS BEEN SUBMITTED FOR RECORDING BY: BEN G A THIRD ISION IP PART OF THE EAST HALF GF SECTION 11,TALLEST I.P DT NORTH,RANGE T EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YORINIUE,IOFNDALL COUNTY,ILLINOIS. I � KENDALL COUNTY RECORDER'S CERTIFICATE STATE OF RUNDS ) 55. COUNTY O KENOALL) MEE PASTRUMENT WM FILED FOR RECORD IN NE RECa10ER'S OFFCE OF KNONL COUNTY.IWNOIA ON THE DAY OF A.O..20_AT_O'CLOCK_�M.AND MM .CO._N BOOK____M PLATS ON PACE RECORDER O BEEN, ---- CITY CLERKS CERTRFrATE STATE OF IFFMAI ) COUNTY OF KENDAUj EASEMENT PROVISIONS APPRONED AHD ACCEPTED BY ME MAYOR AND CITY COUNCIL OF ME ANON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION OWNERS CERTIFICATE UNITED CITY OF VODNVALLE,ILUxas,BY ORDNANCE w.___ _ AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE AT A MEETING HELD THIS____DAY OF_ 20_. IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH ILLINOIS a.k.a.ILLINOIS BELL TELEPHONE COMPANY,GRANTEES. COUNTY OF rI EIRRESPELTNELICENSEES.Suc ,aMSAIDAM9 .DNIty AMIDSENUM TOCOMTRUCT,OPEMTE,REPAR,MAINTAIN. MOOIFV.PECONBINUCT,IEMCe.SUPN.EMExi,MAOFiTE AlD EAIOVE.fPOM TAE ICI TIRE.Po.FB,OAW.ANGNOR9 vnRC9.CN%t9. TRIO Pa rU CLRUr TUT DASY3UINELU PDREER PUCE LLG..AN UNOIS LIMITED LIABILITY COPPORAMN,19 THE _aTM_CAN __-_-__ -_ LONDIIII3.MMHOIE8,1RAN9fOPVER9.FEce5TAl9.EWPMEN GBIETS EDOTFEW Pa'nF4u®ON WHNEGIIai wlUn UDERpN1uNDTUHESSeDN ANC DISiPIBUTONO fLECTNDm.COMARNIGT0H5.9oLPAOSAID LAON.S IN.OVER,wOEW.Aal008. FEE SNPIE OWNER 6 ME PROPERTY DESCRIBED IN-FOREGOING SURVEYOR'S CERTDCAIE AND HAS CAUSED ALONG AND UPONTHE BURFAOEOFTKPRDPER TY SGWTMMTHN NEMBTE00AGGT G'R AAN FRPPRUw9dFTHEMATAID ME SAME TO BE SURVEYCD.BUTTO OFD.AND PIATTG AS SHORN HEREOI4 FDA ME USES AND WRPOSES HERON MARNEU 4ABB.ETM1•.1TLIry F,ASM.@NT•,4YB000TLm EAWDEd11•,4.DE'Ter MIAArFMFMR..4 THE PIID4NIq IX8D1MTEONIIE SET idlM.AS ALLOWED AID.PROYDED FOR BY STARIE.._N_D DOES HEREBY ACNNOMFDCE AND ADOPT THE SAME W✓: peO,AMTON OPI»1DeMxUnIA'I NIOROR(N s NAT An lOMFCN III AND TFE PnoPElm OM:. ANTE PLAT AS UNDER T-IE S-1 AND TITLE THEREON IRDICArF.o. COUNTY CLERK'S CERTIFICATE 'coL'MON'Ua=n a'Aff^'•.A""rl�aROPERTY earorvnTLO pR rHF PLAT FoR srF�Frs nro uLEVS.wHmren PLeLk aL PRrvATE.ON STATE O UJN013 ) AIEA8109ERVEiMWMOVEMFM109TEAEED On CN ADLAC6N LOTS. AND Do A APFA EDAEN.PEEDMGN TO W1 VIDxINV tl1 Ai6AYNt ME UNDFRSRIEO HEREBY DEDICATES FOR PUBJC USE THE U1D5 STUN OFF THIS PLAT FOR THOROUGHFARES.THE )55 I b,BUSHE9.ROOr8.9A1UNGS ANO 10 C4N<089i1N21DN9 iPOb Na SLRMACE ANU91AB9MWACEM MAYOEPFA90xPIILr STREETS ALLEYS AND PUBLIC SERNCES AND HEREBY K40 RESERVES FOR ANY ELECTRIC OAS TELEPHONE.CABLE CWNN OF NENOKL) REEDITED ANAcenT TO MERTwT9 HEEIn OVEN,AAD TE RMNT To PATER LNGN THE 9umIU0EOMOPEAry FaiALL BUW PUITPOeEB. N OP OTHER TEIELOMMLMCAlId15 COYPMY UNDER FAANLNISE AGREEMENT MTH THE UN'TED CITY O vOMM.LE. PRNATE OBeT)NADIOx981ML NOr ETNAOED OVEROUNTEEB'fAGIrtIEe OA N.tPW ALOtlWLTIE PROPEAttwIIN OASNEn WEIR SUCCESSORS MC ASSIGNS.THE EASEMENT PRIMSOnS g6Dl AND STATED NFAEON. cWHTY cLERN DF I¢xo6u GOLNTY,CONCHS OAD"._.,..Mn1MEwHmpON TE PUT AND THINNED EAaM;HP.__EAOEAMn-.TARNCVTILITY EABELFwr.'PU.E• DO HEREBY CEPTfY IHAi MERE ME NO CUIN DELINQUENT I GENERAL TA>tFS,NO IHN1PYr9wIpnANIt VRTdIi I.PRION WRIr1DN CONSENT MN OMNIEE9.AFTER IIETAUILOM:GFAN 9JCH F-EMT S,TIE THE UNOEPSIOYEO fM ITY CERTfY THAT ALL OF THE MAID INCLUDED IN MIS PLAT LIES MTHN THE BOUNDARIES UNPAID CRRNT TAKE,AO UNPAID FORFEITED TAKES.AND NO RFDFFMAIRF NF SRONI_PROFWRN S_�NE ALTEREO'�NAMANBi 90AS TO PAIFMEII=THE PROPER OPERATED AND OF YOpKNIIL CKNVIIHIN LMT[MfNY DISTRICT 715 OAAOFT TAX SALES AGAINST MY OF THE LAND INOUOED N THE PLAT HERON DR6 I IFIE7NMC8 THEREOF. NRTHER CERTIFY MAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION RMNbA1M0u KN�EHTS` L__NYAN..SCI f(MMFOR BUa11Fw1FiHf•CaNOONNAW iwOPERFYACi•, DATED AT_ -_____-_THIS_DAY OF 20G_ MM ME PLAT MASON MAW CHAPTER MS LCB4CEEASAWNLEO FROM THE 101RE. TIE TRWICMIDNATOT OA ARU9'WEfINEDAS AIR,PMCBdRMU OFIHE PF/1 PROPERTY,T1E BENEFICIAL USE AND PA"DI IRA -PIONEER PLACE LLC GIVEN UNDER W HAND AND SEAL OF THE COUNTY CLERK AT YORTMLLE. ENUOYAENT OFVMILH ERFgINEDNWHOLE OR ANAN AnoNFDIRADrrro TIE9<DARAT4Y OVNEGlC18.PAACBSOR RIMERS MTUN THE MMN®OEVFLOPMEN.EVER TMIDn SUM MAY,EGRENA'WE GE IO LID ON 7M MATOY ARRA S SIDUI M VDTLOTTY, CORPORATION NAME ILI.Ma9,MIS__ DAY 0'_____ _20_-_ NGMMED ELEV6x1H'.OPER 9PACE.-A AREA',•TAMMOH ORdNm,TAANNY AND'COIAMONIAFA•.---A-- A-- AIEA9'AND'COAWIONA FLEI.FMO•n[LIIDE AEx PROPBIIY BURFACIDMMINEPDR OnvEWAY9 MOWAUMAY9.BUTFKOLl0E0PUl AOMESS ArA PI AH6F1n RO PFOPENA RCGICALLYOOaA'ED ON BUILINI MAY.BUSxHE95 GISTNCT OR 9i1GCRME9 SUM M A MOM.EIMTKN POIG GR IECHWD/AEO FFAC I. 5V iC E IELOGiON O FAGUIE9MLL BE 001E BY GPNMIEESA COST OF T1E DwWTORLOT OAKS.MEDIA VAITTTMPFOlIEST. COUNTY CLERK UNITED CITY OF VORIMLLE EASEMENT PROVISIONS BY: -_ __.-. ---- IHESOENT SECRETARY CRY ENGINEER'S CERTIFICATE PUBLIC UTILITY AND DRAINAGE EASEMENT STATE OF IIUNOS. ) PNOMIE%cLUSIME PAEEMdNi EHPAE6r RESERVES wRANOONNIEOTO tEt AMfRTEW"HOM NGM ED.IPES..NTEPUeLE➢TIER - S5. PUBLIC UIIUTEB,AM NOLDEAGOF IXOTIHG FPANCHWEg ORMIED BY IME LmOFYOMVILL E.IWND•B,ANOTHER RESRCTVE (PRINTED NAME)PRESCIENT (PRRFTFD RAW)SECRETARY COUNTY OF RENDALL) BUWE880R8AN0 A8S0NS MANN THE AREAS SHOVM W TIC PLAT ASAOBLC UTUTY S GRAMAN EASAMANEGWIWwMNC P.U.S DE.OTD Ct.MSTKL.PECONSTRLUCr,REPAR,REMOVE.REPUCE NSPEGT,LNINYANAND OPEPAIE UNDDDMUND FpPN9MLSSION AND 1,JOE WYAROT.CITY ENGINEER FOR ME un-CITY OF TONNVhIF,OD HEREBY OIgTRIBNI0N 8Y8YElMAND LINER UNDER MESUNACEa Ln['wAIG UTLm IOMNApe PwKVONT-,Ix[A.UDINO WTHaR LMrtATNN CURTFY MAT THE REWIRED IMPROVEMENTS HAVE BEEN N15TALED OR ME TO TGEPNONNE GeIt BM AwxB,FLECMDLNE4.CASETEM-.W9GNUNMANUA LNE-HARVIACILI-APPURTFIEWI rNEHE1O. pEOAN':D R1ARMfkE C0.lAlERAt HAS BEEN POSTED FOR ME C01MlLTON Of T00ETKR w1m rIC PYHI OF ACILBa TIRFETO EOq TnEOWaOwIn AG COUPwrtIECCROAR+AFn PFanPEO FOP SDf 119FS AFo ALL REWRED IMPROVEMENTS, REEOESAND TOGETHERWTN NE RIOHT T AS_(REWIRED BERNIM CONK.iNRD IMOBt TNf OIRPACEOEACH LOTTO6ERVE NOTARY CERTIFICATE IMPROVELWlTg THREW. STATE OF ) DATEO AT YWKMLLE,WHCIS MIS___DAY OF Z00_ )s5 FJ.CIUMVEEA9LAEt 4AL1D HFIEBr HC%NVMEARRING[itAN11:oT_ aNANM OFVAMOSTEwN0'�910 COIBTTGICT. INSTAU,IECOMIAIJCi PEPAA REMOVE,REPLACE NDIN9PFCIFACMUEBFUN0IE'IUUW AS-INS uMMNUIDNOSwAIEN, cOUHttd STORM 9RWER9 RwITHNxN1MpACGE30MR01'O FOReFTMSONnARO[OCMMVTI PNCCEBBMVLALD EOU OPE FOR SU:H _ 1 _�A NOTARY WDUC M AND FOR THE COUNTY CITY ENGINEER NIMARYFURPOS., NEABOVENMEOENREd APE HFJEBY aURiEOT1E RIaRTOFNIER US0MI EASEMENTS HEROIN EBCRIPEO oR T1E USES HELEN MD STATE AOMESAN,W HEREBY CERIET MAT__ - CITYCOUNCILCERTIFICATE SET POaM ArD THERNME. F YAN.GR ANTER_ESIAUBSaMOTIERPT.MTBwITHHNEAIWABceMGNLTED l_. MD PERSONALLY p10WN TO WE 10 BE ME STATE O IWN014 ) U11Lm ARCUUMAGEUEM ENT-WMCHNTERFEREW 1-CONS1RUCTNH,INSTALUTD%RFWIETRBICTION RmAP.AEMOVU, PRESIDENT MD SECRETARY G AS S1OWN ABOVE,APPEARED BEFORE )SS IEPUGORRi,MAINTENANCE ANDOPENINN OF TEEN VNDERO1dMG 1MN4M46XN AND DEMEVTED9Y91FM9 AND FAUCIrtES ME THIS DAY AMID ACKNOWLEDGED MAT AS SUCH OFRCERS,THEY SIGNED AND DELIVERED THE STUD INSTRUMENT TY O KENDALL APPURTENANT iNERElO.NO PERMTN8IY BVIlDIN09,BTRUC1LaE9.OR 089IRT1CUEDS5HN11CCa+4TnuCTEn F.UPoN.OR VhR Arry AND CAUSED ME CORPORATE SEAL TO RE AFFIXED THERETO AS MEN FREE MD MDUNTMY ACT AND AS ME COUN AIEA8 E9ONATEDM'MELD VT` BDAANAOEPABFMEN,.eMSIDN AFEASMAY BE U9EDHOPWRORB.SIR11M,11EFS, FREE AND VOLUNTARY ACT OF SAD COIEPORAEW.FOR ME USES ANG PURPOSES THEREIN SET MAN. APPROVED AND ACCEPTED BY 111E MAYOR AND OTY COUNCIL OF THE LAIDRIMAU, ORNE-AANDO11CR IEUIEGPURPDEBTHATOONOT IEWCASONABLV NTTAEIE w NTHE USES HEREIN E6ORIBW GIVEN UNDER MY HAND AND NOTARIAL SEAL MIS___DAY OF 20- UNITED CITY OF YORKVUE,UNDS,THIS-__DAY 01 200 MEOWLPATRN ANO WEOFTIE NOxERCLDMVE FA98NEHl rEEM GUNGEDAw xFSERVE0 Rx 1rE ABOVE FMNEOENMRST FAMOF SUCHEMMTIE9 FIALLE DONE N9 AMAIMWWOM TO INWCL1DE ME OCCWATION ANO USE HEREOF N OTTER FINITES FOR ASHM SUED-H.ARE O RA TED Mn RE.BERVlO.TIE MOSSMG AM-OF SA ---- -- - -- MNMEALTSD'MEA00.ExUE aAFMgI .G01£NSCHAAWNVEASO 1 O IHMNMEw11HOUNGEWDISTRE NOTARY PUBLIC MAYOR ANYTRANBM89'ONAGDWT TKNMMMBANDFA MESH LIITFNANITHWETOUK TIIDWTINUN TIRENEMENT9ENO fAO6SEO W fEOD9RD.ND USE aROCCUPATW Of 940 FASEVENTi oY THE ABOVE NAMED FMITIE9 9HPLL GU9E AM'CHAME M aMEE ED NPAP W CIIAM1ElIEDIRFABDWAANOE UnaRn'a _-_ _._._......._�.._-.._. _.a.._._ FIXLPMNO ANV NYAKro CIE PERFOAMPO 6Y THEUNFRD GTV CF VOwNILLENNPEREPC5EO R9UEVEN RGHISNEAEUN GAAHYEO RAYON MULLNAVE NOOBLIMTIW wrtn RESPECT ro SIAFACE RESIOrMTOx.M0.LON6 BJT xOTLMTEO 10,rnE AESIOMTKN,REPAR OP BEN.ACEMBITOP PAVEMENT,OIAB.WTiRE.11EP9.LAWN'ON MRURBFAF.PRpVIceD.MS"' CITY SHALL E pAKL0E0 FOUCW.Np SUCH MAIN1DUNd NORIC T06ACIMILLA+NMOUW ALL IIS:IDN CHEATED BU AS ro RETAIN HBITMLEGN.INAE,TO Cc PATCHANV ASTI.-CPAMDE SURFAM,TO FDMVE ALL IXCESB ESAS A'SPQR.ARE TO DUNE STORMWATER MANAGEMENT EASEMENT PROVISIONS O TO THE UNITED CITY Of YOM<VILLE.ANG ro m BUCCESECAS AND ASSIOD.a.ER ANE ALL OF TIE NEAR N6TE05TRB.FVATERY NAGENFNT"MENI.1eMUaWHU BMF)ED TIE PLAT ADS inEPMPETUA RION. PRMLME AND A HDRITY To MAINE,CONSITPUOr REWNN9TRLNT,RUNA,!NUFM MANTAN AND OPERATE STORM SPIAMSNO YK CITY PLAN COMMISSION CERTIFICATE DORNMMIER MNAMMENT AREA.TOGROMMYTH ANANU AunEOCTS Rr MARwxEA.CATCH"SM.SANITARY SEWERS,wAAEA STATE OFILLPMaS ) MAINS.EIECYNIC AND COMMLMICATKN CASLF9.WMECTIONS.DITCHES.GWAE9 CHID OTHERSMUCTUMSAMAPNRIBJNEESAs )� BoFnoa Auosv�TlEiROPFGAn UPON, iEn Arc EM PDAeNNT�ooDA9•DINr oFT�IEn9wEwORn.*W warn WAUAG SURVEYOR'S CERTIFICATE COUNTY OF NENUAL) prOV,Hr[G TO CUT UOAT4U.MM pR P1U.avAAN iR¢N,IAAAT.ao'N RNnvre!NTIEF�SUCwr_,N_FAEw__ STATE OF ILYNa9 ) APPROVED AND ACCEPIEO BY ME MM COMMISSION O ME DPFMTON DF 9E GROMMUTUTCS.NOP[IVMNEMT SUILGNGS SHNL E PACED CIO SAD FMBACTRY No MAKE TO TIE )S.S T1IPOGRApry OIM gTOE,RyATERMAAMGEAEYMTBMLCTUpESwrixN THEUSEMFNTAPU Sw4BE MACE WITHOUT NE99 WRTYEN UNITED dN Cr YOMNUE,ILLINOIS,THIS SAY OF.__.______�2W_ GCVEGNTOFNFGTYENGBEFA.BUTSAMEM4YEUSEDFORPUAPQES THAT W NOT NFN OAIAIFN NTFFSERENTH MEAYORESWD C(NMTYOF DUPAM CAE.OR A.. MIS IS 10 CERTIFY NAT WE,MIDWEST EOM CAL CONSLLTMTS.NC..PROFESSIONAL DESCH FIRM-LANG T1EaANB1OFTNELPGMAN SWULPeuVNF E9PoNMMEFORTEMONTERAKCEOF U-110MNPIERMMAOENENT AND SURNE MG CORPORATION NO.Tea-OD2N7.NAME SURVEYED AND AQONDEO ME MULOMNG DESCRIBED PROPERTY: AMiAIENANLES TEUNIMUGm OFVO UEW_"lFOIM OAV EMEP®GYPAOCEdAEOAS OFEA�nEC49SwYnY ThPfm ----- -- ENOPEE-l-TEOdTY OF YORKNUA. MAT PART OF SECTION 11 TOANSHP 37 NORM.RANGE)EAST OF NE THIRD PRINCIPAL MERIDIAN,DESCRNEO CHAANAN AS FOLLOMS: CRY ADMINISTRATORS CERTIFICATE PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS BEGINNING AT ME SOUTHWEST CORNER OF LOT N IN GRANDE RESERVE UNIT 20.ACCORDING M ME RAT STATE OF MINIS 119 SUMMIGA%-SEESAIDASSIONS A.HUHAV GNFAFA9ENEFRRIHTSOMEAALLARFMON HEREOFRECORONP AS DOCUMENT NUMBER_ PUT YAEED•PEOFSTRNNEABEEENP,EIIETIUL FAExEN1T',T+cIESTRV.N A)OBNE 1PA4 BMEYENT•a1 wTOMWTER - )SS ANAOENOHT USFFlNI-.TO CONSTRUCT.MSTN WOUNSTNKT.RUBS.MAGNE RPLAM NSPRT.MNNYAN AND OEMTE HENCE HatM)5 OEOREES 09 MINUTES JD SECONDS REST ALONG ME ID LOT I LINE DF LOT JOJO N SLID COUNTY OF NENDALL) MMANDMO'OE ITAAS,wvTDON UiAVID,FORNEUSEMOI3AJOVMEATOF'TIEDISM13 R1aLC TEAINOVENMW UNIT 20 A DISTANCE OF 240.68 FEET TO ME MIRMNEST CORNER OF SAID LOT J03C MEMO NWM Ot DEGREE APPROVED AND ACCEPTED BY THE CITY AOMNISIRATOR OF 11,E �cemESANE rE1�YGIMNTEO»E RGN LO ENTER DRONE%AKM9MEIREM ONCAHEO FOP TE UESUINEM9ElH10N NG TT+c Il MINUTES OS gCdT04 MIST ALONG THE NORMEPIY E1TFN40N OF NE NEST LINE OF 9A0 LOT 3030 A RONTTOWFURASOWAEMGNEANY TREES.SHAMMUROTHERPLMRSWIMNMEFASEIENIARH4NNRFORAMECMHION DISTANCE OF 180.26 FEET.MEIKE NORM)B DEGREES 16 MINUTES 33 SECONDS EAST 176.11 FEET;THENCE NFMANA_ TIE GOHSIAMCTIW.neTAIUTWN.ECONBTMUCTW,REPAIR.REMOVAL RBLA I-.M�NOUMN,MAIATA- SOUTH 80 DEGREES 27 MINUTES 23 SECONDS EAST 152.60 MET;THENCE SCUM M DECREES 33 MINUTES 1) UNITED OTY OF YORKMLLE.L N%THIS-_.DAY OF___.200- ANM,M.N MTNN TEEOF xOlFA1PoHARY OR 6ENAWNF++T BURDIND9.91PIICTUREt W OBBTRLILTGxe-.-.-.R- SECONDS EAST 344.84 FEET:MENU SOUTH 68 DEGREES 28 MINUTES 3S SECO LEAST 2)641 FEET TO ME UIGEASEMENTSMATMrEMrvERE WIM11a:NID-EREN-I. NORTHWEST WPNER OF LOT 59 M SAID UNIT 2k THENCE SOUTH 21 DEGREES 31 MINUTES 25 SECONDS WEST KONG THE WEST UNE AND In EKTENSKN SGUMMST,OF SAID LOT 59 A DISTARM OF 186.00 FEET;MENCE arr wMMSMAraR LANDSCAPE BUFFER EASEMENT PROVISIONS sOUTH 66 DEaEFS 2e MMUTFS n gcINI1s TES 23.36 SECONDS E Nr ALONG ME W SOARER f LOT 13 N SAID UMIIEDtm OFYORRVALE.IT3611CO860I14,LICENCES ArG ABSDIA.AREIEIEBY ONEN PAB @1DNTRAH180VEP ALLALCMW UNIT 2Q THENCE SOUTH V DEMFES 31 MMUlES 23 gCW05 Y6i ALONG ME HEST LINE OF SAID LOT 1J A ME MTMARIEO'LMp9CME BUFFER FA9FAEN1'To NBrALL PUN.IANTAN.!ASPECI.Saa-AND IFMCE MEE4,sMDB4. OSTARM OF 120.OI1 FEET TO 1K SWMNESI GARNER 6 STUD TOT 1r THENCE SOUTH 8p OEl9EE5°A MNUTS k. KENDALL COUNTY RIGHT TO FARM STATEMENT BIMIIEE OM55 MMNI5,CARD,NDWVER9AXDOTHFA FORMS OF VEOelAlION AND LANII9OAPe10 FE/,lUES.NOTEMPGPM _ IB SEGNDS MET KONG ME NORM UNE GF LOT 12 IN SAD LIMY 20 A DISTANCE OF M14 FEE TD THE PMAMHNBUILDNGS.STRUCHAFBWODSTOLIGNS SHALL BEPUCF ON OR OVFP MDEASEMFM9MM 61NLLANV9UGH MST MOST NMERMEST CORNER G SAID LOT 12;TENDE NdiM 51 DEGREES 43 MINORS AS SECONDS WEST NOTICE veBETATKNEIC wED.IE A'CEPTTDREHA.tFOPMa+MSEMFOUEDETATON WDNUIEVCOFTATWO.wINW1 MEVAITTd KONG ME NORTHEAST UNE OF LOT b N SID UNIT 70 A OSTANR OF M54 FEET TO A BEND N SAD NOMM RENDAL COUNTY HAS A LONG.RUN MAOTON M AWCULNRE AND RESPECTS SUNG 1NOFNEUHREDCm MYOMVLLE. UNE;TIERCE NORTH 70 DEGREES J1 MNUYES 45 SECONDS WEST KONG T1E NORTH LINE OF SAD LOT 30 AND ME ACME THAT FARMANDI CONTNL£9 TO PLAY IN SLIMING ME EWNOMO ME MORN LINE OF WT 29 IN SM UNIT M A aSTNCE OF-16 FEET TO A BEND IN SAT)HORN ONE;MERGE ,,NW ITY O THE COUNTY. PROPERTY MAT SUPPORTS MIS INDUSTRY IS OwN1FROF MEfPCMEAN SMALLEPEIPETWLY IE81NN6BLFFW 1LE PROPER MAIIIICHAMX4 OF LAIC WD9GPE INPFFR NORM 07 MCAUS M MINUTES 15 ECODS NF9T ALONG SAD NORM LINE Of LOT 29 AMD ALONG THE NORTH INDICATED BY A 2ONNG INDICATOR-A-1 OR AG SMCIA USE. ANYONE 51�MBNI ARBOR ANT APWRITNWCES COMSIRIDTNO A RESOENCE OR FACILITY NEAR MIS ZONING SHOULD RE AWARE TAME OE LOT 28 N STUD LINT M A DISTANCE OF 7ID N RIFT IN A BEND M STUD ALAN UNE: OR NORM M MAT NORMAL AGRICULTURAL PRACTICES MAY RESAT IN OCCASORAL SMELLS DECREES 33 MINUTES 1)SECWDS MST ALONG SAID NORM UNE O LOT 28 AND ALONG ME NORM LWE O LOT OUST,SIGH'S,NaSE,MD UNDUE HOURS O OPERATION MAT ARE HOI TwLCA 27 IN SAID UNIT 20 A DISTANCE OF 188.10 MET TO A WORD IN STUD NORM WE;MENGE SOUTH M DEGREES 15 N AMNDIES L1 gCW03 WEST ALONG TK NORTHWEST LME OF SAD LOT 27 A MSTANCE OF 68.04 FEET TO A REVD PONT.TH ENCE SCUM 01 DEGREE 11 MINUTES 05 SECONDS EMT KONG THE MIST LAME OF SAID LOT 27 AND KONG ME PEST UK OF LOT N IN SAID UNIT 20 A DISTANCE M 1S6W FEET TO ME NEST-MOST SOUTHWEST CORNER O SAID LOT 28:MUM SOUTH N DEGREES M MINUTES 23 SECONDS EAST ALONG ME SOU MST UNE OF SAID LOT 25 A DISTANCE O'ST.67 FEET TO ME NORTHWEST DONOR OF LOT 23 IN SAID UNIT M HENCE SOUTH 37 MOREES 23 MINUTES 20 SECONDS WEST ALONG ME WEST LINE OF SAID LOT 25 A�DQ,I,STANCE OF"SM U � � 'EEL r0 Mc MINOR ^ORNEPAC U1.400.4NC OF SOUTH fB UEOIEFS 45 NINUlES AS7% ST ,. ._. "'MORTGAG`OR'S CERTIFICATE IE.12 FFZT;THEN1X 9oi1fiKASYENL+"A"adNBW . STATE O-____-_ )) S ... .° S RADUS OF 103 00 FEET 30 SECONDS EAST.A Hy ONIANCE OF 5.94 FFFT TO A PORN OF TMOENCN HENCE SOUK M DECREES G9 MINUMS W SECONDS EAST COUNT, O _ ) 2041. FEET TO ME NORMNEST CORNER OF SAID LOT 3P,N,AO SOUTH 14 DECREES SO MINUTES 30 SECONDS OLDER O A MORTGAGE ON ME PROPERTY DESCIBBED RERUN, WEST ALONG ME WEST UNE G SAID LOT 39 A DISTANCE O 120.00 FEET 10 ME PLACE OF&CONNING IN THE HEiIEBY CWBENTS TO ME EKEWTON ANDRECtfPDMC OF ME MOVE MO FOREGOING MAT W SUBDMSON AND TOAASHIP OF BRISTG.KDIDAU COUNTY,RLNGIS. HER®Y SUBMTS ITS MORTGAGE REGOINGED M DOCUMENT NUMBER J TH N ME OFFICE OF E RECORDER OF DUOS. COUNTY,IUUNaS.TO AL OF DE NRTHEA CERTFr-1 AO PMT OF THE ABATE OSCRED PROPERTY IS LOCATED MANN A SPECIAL ROOD ME PRaASIONS THEREOF. HAZARD AREA AS DENTFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FILM IMMI-0020C. IN N1NE5S MADAME.ME SAD _ _HAS CAUSED MRS A4SMMUMENT TO BE DATED.JULY 19,1952.ALL O ME PROPERTY IS LOCATED IN ZONE C.AREAS OF MINIMAL FLOODING sawn BY ITS OAY AUNO02E5 OFFICERS ON I75 BEHKP AT THIS DAY O 2.- W FURTHER CERTIFY MAT WE HAVE SET ALL SUBOINSI INTALMENTS AND DESCRIBED THEM ON MIS RINK --�_---- MAT AS REQUIRED BY THE MAT ACT CLLNOIS REMSEO STATUTES 11YT7.CHAPTER IN MOTION 1). ASR WE PORTER MIS MAT THE PROPERTY YOR ON UU MAT HEREON OR AN IS SKATED OAL NININ P ME CORPORATE UMiS O THE TARTER)CITY OF T'ORKMULE.LUNdS.N1HCH IS EKERCISNG MC AEdAL PONENS PRINTED N-ME AND TTIE ----- _MM BY G,MM 12 OF ARTICLE 11 OF ME FUNDS MUNICIPAL CODE M MENOD. jw WC FU MEN MANY MAT MIS PLAT AND ENEAGD SW MEETS THE CURRENT REOUIREMENTS OF A BOUNDARY ATTEST: --_ SURVEY M DEFINED BY STATUTE. ,.__ COUR UNDER MR NO D SEAL AT NAPERVILLE,ILLINOIS.MIS_DAY OF AD..2OD_ PRINTED NAME AND T'RE WI 'ilx 5' L'PFPCi Prl FA:? - ptaeLLW.oGA4 NOTARY CERTIFICATE) E UDE COUNTY W )) S-°M'•. r • N �. F E MIaEYDNt .r:., -- WDBIR1EVan 1. A NGTARY OIAUC N AND FDR THE CDUHTY NO CIE „10' RUSSELL M.OU9EN.P.L9/2718 AND STATE SENDING.00 HEREBY CERTIFY TART �. NICE PpE9DENT �A°S1VA� AND PERSWALLV SHORN ED ME r0 BE RTE Y LICENSE mumm 11/10/06 PRESCIENT AND SECRETARY OF M 910TH ABOVE.APPEARED BEFORE EIL MIS DAY ANO AGNNGNLEDEED MAT AS SUCH CRICERS,THEY SIGNED AND MUVERED TIE SLID IN UNION AND ` A' $ CAUSED ME OOMPGRATE SEAL M SE FFIRD THERETO M THEN FREE AND NMUNTMY ACT ANO AS ME FREE AHO t 4� VOWTARY ACT OF SAN CORPORATION,FOR THE USES AND PURPOSES THEREIN SET fWM. u, DAEOF 1 3 T4 O6 PER REVIEW GIVEN UNDER MY HMO AND NOTARIAL SEA MIS--_DAY OF_-------___20_. pRpFSEWmIAt s 1/24/06 ISSUED -. _... MEK GWEAEroR N0, DATE DESCRIPTION BY __ _ NO.Y60E4M BRUCE A.BRUCNOMETER.P.LS./74'16 NOTARY PGUBLIC PRESIDENT �'lqv NCt~ LICENSE FUNAES H/W/GIB NOTICE. ' MIDWEST N 'r PREPARED FOR: FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOYIN CY)119ULTANTS.NC. PASWMEW-PIONEER RACE LLG HEREON,REFER TO YOUR ABSTRACT,DEED, NOT POLICY AND LOCAL ORDINANCES. •COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY D:265-14a PM M,BH SHEET 2 OF 2 R6-eUN 1w DFA�.. JosN 0.PAN DIFFERENCE AT ONCE, a x,Nm eR1A9 __._.. k r UNITED CITY OF YORKVIIrLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# APPLICATION& PETITION Please Check One: Preliminary Plan 1/Final Plat/Pixt. Development Name:15;n-4cP-4SO/te."Un/r1'�3Date of Submission: 1. Name of Petitioner(s): PIA56,yt,AA[.(,I — 7'tAC "4.0 A„Lf_.< 1,4C- Address: 53S 1�� his kJ tCQ.,cl Sva-� L G✓y1&...b o4wL t L 40.52-7 Phone Number: t1-::%o—U-s--45zra. Fax Number: 3a., yt S c'J°13S 2. a). Street address and physical location of subject property: 5dd-IA 151.,J1 aAAax.M��, (OCSGI � �' EaS�' W•�L.I�M.d 1�r�,k b). Legal description of property;attach as Exhibit"A'. c). Total Acreage: ✓'e1,Qd 7 ,QcRS 3. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Sd vt luCa4t -"T b+G�Coto s Lt.e C,0",r c r- (L tc-4.A a N �.. u A Pwv► (SA"o- C-S; (t% * 1 Attorney: Name: J olA K ill�n c l• �e�-r. Da�„M t�,••,,d�.. --6%1 Cobljwt a.-.d finks LT' Address: lZS.- Wote� St_ Nopiry(ll� l�, �5G6 Phone Number: 6144-2%5-584o Fax Number: L�- 3 5 S _59�t Engineer: Name: Cd�k w c7�C„�p LF�tl LTD >d'Z`tl.� r Utn tCN t A4rtl Lk Address: e� Ad 11,9-- 8t✓t) !S vt'!-tr 2.oS' l*ASCA l A- 6a14-3 Phone Number: X 30.Z _ 3545 Fax Number: 63a .ZfiO.-96 44- Land Planner: Name: J 04 4aAjb ;Dire*C tJ ,A "y4 t,,.A x-r,Q Address: 554 7-�M�t�t�..�N� Q✓� 5� tZ 4dL Cu �c dtra !V 6 a to S6 Phone Number: '773-764-3524n, Fax Number: *7 73 - 743 33l f' Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 r' 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: 3(/1 X166 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 /G day of_ a�c,�� ---.9200 ra Notary Seal THIS APPLICATION MUST BE NOTARIZED. Avamarie Du Notary Public, State of Illinois My Commission Expires 10/03/09 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 EXHIBIT "A" THAT PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 71EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE FOUND AT THE SOUTHEAST' CORNER OF SAID SECTION 2; THENCE NORTH 88 DEGREES 22 MINUTES 30 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 12, A DISTANCE OF 66.34 FEET TO THE NORTHWEST CORNER OF LOT 21 IN BLACKBERRY KNOLL PHASE 11, BEING A SUBDIVISION OF PART OF SAID SECTION 12, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 24, 2003, AS DOCUMENT NUMBER 200300038568; THENCE SOUTH 04 DEGREES 41 MINUTES 09 SECOND§,EAST ALONG THE WESTERLY LINE OF SAID BLACKBERRY KNOLL PHASE II AND ALONG THE WESTERLY LINE OF BLACKBERRY KNOLL PHASE III, BEING A SUBDIVISION OF PART OF SAID SECTION 12, ACCORDING-TO THE PLAT THEREOF RECORDED SEPTEMBER 24, 2004, AS DOCUMENT NUMBER 200400026709 A DISTANCE OF 2,654.13 FEET TO THE SOUTHWEST CORNER OF SAID BLACKBERRY KNOLL PHASE III, SAID POINT BEING ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 12;- THENCE SOUTH 88 DEGREES 22 MINUTES 59 SECONDS WEST ALONG SAID SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 12 A DISTANCE OF 236.28 FEET TO AN IRON PIPE FOUND AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF-SECTION 12; THENCE NORTH 01 DEGREE 00 MINUTES 27 SECONDS WEST 31.62•FEET, THENCE*NORTH 68--DEGREES 19• MINUTES- 53• SECONDS WEST 485.63 FEET. THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF NORTH 34 DEGREES 15 MINUTES 24 SECONDS EAST, A DISTANCE OF 12.47 FEET: THENCE SOUTH 48 DEGREES 3 MINUTES 46 SECONDS WEST 125.00 FEET; THENCE NORTH 41 DEGREES 26 MINUTES 14 SECONDS WEST 92.30 FEET TO A POINT OF, CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 350.00 FEET, HAVING A CHORD BEARING OF NORTH 34, DEGREES 44 MINUTES 43 SECONDS WEST, A DISTANCE OF 81.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 28 DEGREES 03 MINUTES 12 SECONDS WEST 188.75 FEET, THENCE NORTH 61 DEGREES 56 MINUTES 4ff-SECONDS EAST 10:20 FEET; THENCE NORTH 28 DEGREES 03 MINUTES 12 SECONDS WEST 73.98 FEET; THENCE NORTH 10 DEGREES 53 MINUTES 05 SECONDS WEST 50.60 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 60.00 FEET; THENCE NORTH 88 DEGREES 52 MINUTES 47 SECONDS EAST 26.00 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 120.00 FEET.. THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 41.00 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 95.00 r FEET, THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 60.00 FEET. THENCE NORTH 01 DEGREE 07' MINUTES 13 SECONDS WEST 36.00 FEET; THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 98.08 FEET,THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 164.53 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 06 SECONDS WEST 31.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 ' FEET;. THENCE SOUTH 88'DEGREES 59 MINUTES 06 'SECONDS WEST 100.00 FEET, THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 41.00 FEET; THENCE NORTH 8.0 DEGREES 59 MINUTES 06 SECONDS EAST 38.65 FEET, THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 41.00 FEET, THENCE NORTH 88 DEGREES 59 MINUTES 06 SECONDS EAST 100.00 FEET; THENCE.NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 FEET; THENCE NORTH 88 DEGREES 59 MINUTES 06 SECONDS EAST 31.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 120.00 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES'06 SECONDS WEST 36.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60;00 FEET, THENCE'NORTH-36 DEGREES 29 MINUTES 28 SECONDS EAST 28.73 FEET. THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 120.00 FEET, NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 36.00 FEET, THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 60.00 FEET, THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 95.00 FEET; THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 41.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 120.00 FEET, THENCE SOUTH 55 DEGREES 25 MINUTES 31 SECONDS WEST 26.00 FEET; THENCE NORTH 34-DEGREES 34 MINUTES 29 SECONDS EAST 70.22 FEET, THENCE NORTH 26 DEGREES 02 MINUTES 52 SECONDS GdE§T�-'66.00 FEET; THENCE NORTH 63 DEGREES 57 MINUTES OB SECONDS EAST 25.99 FEET; THENCE NORTH 26 DEGREES 02 MINUTES 52 SECOND$ WEST 283.50 FEET; THENCE SOUTH 63 DEGREES 57 MINUTES 08 SECONDS WEST 807.42 FEET; THENCE NORTH O1 DEGREE 00 MINUTES 54 SECONDS WEST 66.22 FEET TO THE CENTERLINE OF'�GALENA ROAD (FORMERLY CANNONBALL TRAIL); THENCE NORTH 63 DEGREES 57 MINUTES 08 SECONDS EAST ALONG SAID CENTERLINE 888.94 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE CENTERLINE OF SAID GALENA ROAD, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 2,291.84 FEET, HAVING A CHORD BEARING OF NORTH 57 DEGREES 44 MINUTES 39 SECONDS EAST, A DISTANCE OF 496.65 FEET TO A POINT OF TANGENCY; THENCE NORTH 51 DEGREES 32 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 698.72 FEET TO A SPIKE FOUND; THENCE SOUTH 01 DEGREE 10 MINUTES 35 SECONDS EAST 289.88 FEET TO THE PLACE OF BEGINNING; IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. 1 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# APPLICATION& PETITION Please Check One: Preliminary Plan (/Final Plat/PrtA, Development Name: 'aACk4Sc w^U,,rt ZDate of Submission: 3/I(..-A6 1. Name of Petitioner(s): P i .' e. .I - 1i' GdLoiv,Lr,S Lc,� Address: .c35, ,i/4',n A k! ,€40,,d , 5444 G'i G✓il/ow h f i._ rL `c%52.1 Phone Number: Fax Number: (3a-SLS 3$ 2. a). Street address and physical location of subject property: 5.011-G dE .(ret aPP ax.dVi o tvaG �S4 es Erik W� l�l Awa 3). b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 5q,447 .k.itoS 3. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this petition may be directed: PiS4 tif kirg,4s --ra+e CoL4Ases 1-c-e >L.rAc,r- [L.4C4vt 1.11. 4,4 ( ikeit,w. 1*i) Attorney: Name: t.lottx d(#c.6►„�14-r Dow m ss.,-�. 8 1 Cob,-►,c finks+LTA Address: 12-3 Mb,- 'St? Noe, ry((1�, l L.. 546 Phone Number: 6 34-555.-5840 Fax Number: -3 55 -S9 2c Engineer: Name: CG►wN c7j Gvb he Ad6 Lai)fit-- LTD Ort1.1 r Aw tC tr D. Jt' Address: 3 ,$oa,,e._ Sc✓t . . fr rur 2-dS` 117iScA I 4- 664-3 Phone Number: -440-Z454-45 5/s Fax Number: 63a --96 4- Land Planner: Name: Jo.) tomb pr,,5,,4,.) frtt,S 1N•,Ali: ro..1 Address: 5�4) Cr,Ais aex4.44,46 Q✓d', Spit' 4.6e / Cu,Gdda 6 b 6 Si, Phone Number: 773-f 6 3-3 3 24, Fax Number: 7 73 - 763-332 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: 3/" '/o6 Petitioner(s)Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) 6 r.vr gal_ pd. L'a-J ,m-t e Gdc4,1,.,116S LGG) Subscribed and sworn to before me this n• Ca day of a4-tom ,200 C. . [1_4.2_4 Notary Seal THIS APPLICATION MUST BE NOTARIZED. IC AL SEA " Avamarie Dudik Notary Public, State of Illinois My Commission Expires 10/03/09 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 EXHIBIT "A" THAT PART OF THE SOUTHEAST QUARTER OF SECTION 2, PART OF THE NORTHEAST QUARTER OF SECTION 11 AND PART OF THE NORTHWEST QUARTER OF SECTION 12, TOWNSHIP 37 NORTH, RANGE 7'EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE FOUND AT THE SOUTHEAST CORNER OF SAID SECTION 2; THENCE NORTH 88 DEGREES 22 MINUTES 30 SECONDS EAST ALONG THE NORTH LINE OF SAID SECTION 12, A DISTANCE OF 66.34 FEET TO THE NORTHWEST CORNER OF LOT 21 IN BLACKBERRY KNOLL PHASE II, BEING A SUBDIVISION OF PART OF SAID SECTION 12, ACCORDING TO THE PLAT THEREOF RECORDED OCTOBER 24, 2003, AS DOCUMENT NUMBER 200300038568; THENCE SOUTH 04 DEGREES 41 MINUTES 09 SECONDS,EAST ALONG THE WESTERLY LINE OF SAID BLACKBERRY KNOLL PHASE II AND ALONG THE WESTERLY LINE OF BLACKBERRY KNOLL PHASE III, BEING A SUBDIVISION OF PART OF SAID SECTION 12, ACCORDING TO THE PLAT THEREOF RECORDED SEPTEMBER 24, 2004, AS DOCUMENT NUMBER 200400026709 A DISTANCE OF 2,654.13 FEET TO THE SOUTHWEST CORNER OF SAID BLACKBERRY KNOLL PHASE III, SAID POINT BEING ON THE SOUTH LINE OF THE NORTHWEST QUARTER OF SAID SECTION 12; THENCE SOUTH 88 DEGREES 22 MINUTES 59 SECONDS WEST ALONG SAID SOUTH LINE OF THE NORTHWEST QUARTER OF SECTION 12 A DISTANCE OF 236.28 FEET TO AN IRON PIPE FOUND AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER OF.SECTION 12; THENCE NORTH 01 DEGREE 00 MINUTES 27 - SECONDS WEST 31.62. FEET; THENCE NORTH 68-DEGREES 19• MINUTES 53 SECONDS WEST 485.63 FEET; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF NORTH 34 DEGREES 15 MINUTES 24 SECONDS EAST, A DISTANCE OF 12.47 FEET; THENCE SOUTH 48 DEGREES 3 MINUTES 46 SECONDS WEST 125.00 FEET; THENCE NORTH 41 DEGREES 26 MINUTES 14 SECONDS WEST 92.30 FEET TO A POINT OF. CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 350.00 FEET, HAVING A CHORD BEARING OF NORTH 34, DEGREES 44 MINUTES 43 SECONDS WEST, A DISTANCE OF 81.76 FEET TO A POINT OF TANGENCY; THENCE NORTH 28 DEGREES 03 MINUTES 12 SECONDS WEST 188.75 FEET; THENCE NORTH 61 DEGREES 56 MINUTES 4 rSECONDS EAST 10:20 FEET; THENCE NORTH 28 DEGREES 03 MINUTES 12 SECONDS WEST 73.98 FEET: THENCE NORTH 10 DEGREES 53 MINUTES 05 SECONDS WEST 50.60 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 60.00 FEET; THENCE NORTH 88 DEGREES 52 MINUTES 47 SECONDS EAST 26.00 FEET; THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 120.00 FEET;. THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 41.00 FEET; 'THENCE NORTH 01 DEGREE 07 MINUTES 13 SECONDS WEST 95.00 FEET; THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 60.00 FEET; THENCE NORTH 01 DEGREE 07' MINUTES 13 SECONDS WEST 36.00 FEET; THENCE SOUTH 88 DEGREES 52 MINUTES 47 SECONDS WEST 98.08 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 164.53 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES 06 SECONDS WEST 31.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 FEET;. THENCE SOUTH 88 'DEGREES 59 MINUTES 06 SECONDS WEST 100.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 41.00 FEET; THENCE NORTH 8.8 DEGREES 59 MINUTES 06 SECONDS EAST 38.65 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 41.00 FEET; THENCE NORTH 88 DEGREES 59 MINUTES 06 SECONDS EAST 100.00 FEET; THENCE.NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 FEET; THENCE NORTH 88 DEGREES 59 MINUTES 06 SECONDS EAST 31.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 120.00 FEET; THENCE SOUTH 88 DEGREES 59 MINUTES '06 SECONDS WEST 36.00 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 60.00 FEET; THENCE NORTH 36 DEGREES 29 MINUTES 28 SECONDS EAST 28.73 FEET; THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 120.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 36.00 FEET; THENCE NORTH 55 DEGREES 25 . MINUTES 31 SECONDS EAST 60.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 95.00 FEET; THENCE NORTH 55 DEGREES 25 MINUTES 31 SECONDS EAST 41.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS WEST 120.00 FEET; THENCE SOUTH 55 DEGREES 25 MINUTES 31 SECONDS WEST 26.00 FEET; THENCE NORTH 34 DEGREES 34 MINUTES 29 SECONDS EAST 70.22 FEET; THENCE NORTH 26 DEGREES 02 MINUTES 52 SECONDS 17'(.E T v66.00 FEET; THENCE NORTH 63 DEGREES 57 MINUTES 08 SECONDS EAST 25.99 FEET; THENCE NORTH 26 DEdREES 02 MINUTES 52 SECONDS WEST 283.50 FEET; THENCE SOUTH 63 DEGREES 57 MINUTES 08 SECONDS WEST 807.42 FEET; THENCE NORTH 01 DEGREE 00 MINUTES 54 SECONDS WEST 66.22 FEET TO THE CENTERLINE OF'GALENA ROAD (FORMERLY CANNONBALL TRAIL); THENCE NORTH 63 DEGREES 57 MINUTES 08 SECONDS EAST ALONG SAID CENTERLINE 888.94 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE CENTERLINE OF SAID GALENA ROAD, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 2,291.84 FEET, HAVING A CHORD BEARING OF NORTH 57 DEGREES 44 MINUTES 39 SECONDS EAST, A DISTANCE OF 496.65 FEET TO A POINT OF TANGENCY; THENCE NORTH 51 DEGREES 32 MINUTES 10 SECONDS EAST ALONG SAID CENTERLINE 698.72 FEET TO A SPIKE FOUND; THENCE SOUTH 01 DEGREE 10 MINUTES 35 SECONDS EAST 289.88 FEET TO THE PLACE OF BEGINNING; IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. f 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www eelweb.com Engineering Enterprises, Ina. May 5, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re. Final Engineering Improvement Plans and Final Plat For Grande Reserve Unit 23(Neighborhood 1) United City of Yorkville, Kendall County, Illinois. Dear Mr.Wywrot: We have reviewed the Final Engineering Improvement Plans for the referenced Grande Reserve North Neighborhood 1 prepared by Cowhey Gudmundson Leder, Ltd. containing 44 sheets dated March 6,2006 and offer the following comments: 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. GENERAL COMMENTS • The following items were also submitted for review and/or reference: o . Final Landscape Plans for Grande Reserve Neighborhood 1 prepared by Rolf C. Campbell &Associates, Inc. and dated March 14, 2006 consisting of ten sheets. o Final Plat for Grande Reserve Unit 23 prepared by Midwest Technical Consultants, Inc. with latest revision date of March 14, 2006 consisting of 5 sheets. Consulting Engineers Specializing in Civil Engineering and Land Surveying o A Storm Drain Analysis for Grande Reserve North Neighborhood 1, prepared by Cowhey Gudmundson Leder, Ltd., dated March 6, 2006. • An engineer's estimate of probable construction cost for Unit 23 should be submitted for review and for future use in establishing the required Letter of Credit. GENERAL 1. Intersections of right-of—way should be shown as 25-foot radii at all locations in accordance With City Standards. COVER SHEET 2. Plans should be signed, sealed and dated by an Illinois Registered Professional Engineer. 3. Contact information for FMWRD should be added to the list of contacts. SHEET 2 4. Please revise Note No. 2 in Underground Utilities to include FMWRD specifications. Please also check all sanitary sewer related specifications and correct any discrepancy with FMWRD specifications. SHEETS 3 &42 5. FMWRD has recently updated their notes and details. Please revise. SHEETS 5-6: MASTER UTILITY PLAN (Comments for Master Utility Plan also apply to Plan & Profile) 6. Additional Valve Boxes should be added. In general, there should not be more than 12 water services located between valves and no more than 600' spacing between two valves. In addition, valves should be provided on each water main at each intersection 7. In general, the plans have shown fire hydrants at no more than 300' apart. However, additional hydrants should be provided to make sure every point of every house is within 300' radius of two or more hydrants and there is a fire hydrant at every intersection. SHEETS 11-17: GRADING PLAN 8. Detention Basin summary (Elevation- Area - AVol - EVol) should be provided on the grading plan. 9. Please indicate detention basin emergency overflow location and elevation on the grading plan. 10. Major overland flow cross section calculations should be provided. 11. We recommend that proposed contours should be provided along the property lines in addition to the spot elevations. This comment also applies to all the open space areas, especially along overland flow route. 12. Please provide lookout elevations in addition to FG elevations. 13. The following lots are missing lot comer spot elevations: Sheet 12-Lot 235; Sheet 13-Lot 260; Sheet 14-Lots 96, 101, 102, 111, 112, and 118; Sheet 15—Lots 70, 95 & 113; Sheet 16—Lots 42, 126, 127 & 139 Sheet 17—Lot 33 14. Side yard slopes for the following lots are too steep: Sheet 11 —Lot 186; Sheet 15—Lots 89, 90 & 117; Sheet 16—Lot 61, 136, 148,164 15. (Sheet 11) Overland flow direction along East Millbrook Circle between Sta.14+00 and Sta.16+60 should be revised to flow from north to the south. 16. (Sheet 11) A high point elevation should be provided at the NW curb line at the intersection of East Millbrook Circle and Gains Street. 17. (Sheet 11)The proposed T/F and F/G for Lot 286 should be revised to 660.3 and 659.8. 18. (Sheet 11) Please revise the proposed grades along the common lot line between lots 287 & 288 to provide positive drainage. 19. (Sheet 12) One additional inlet should be provided along the east curb line of East Millbrook Circle between sta. 19+50 and sta. 23+00. 20. (Sheet 12) The proposed T/F and F/G for Lot 200 should be revised to 663.5 and 663.0. 21. (Sheet 12)The rear yard slope for lots 206 &207 exceeds 4:1. 22. (sheet 13) Please correct the typo for the centerline elevation at sta. 10+00 of Silver Spring court, which should read as 656.87 instead of 657.87. 23. (Sheet 13) The proposed contours east of Basin 13 should be provided and correctly tied into the existing/proposed contours. 24. (Sheet 13) The area between the existing Galena Road R.O.W. and the proposed berm is currently draining towards the site. The proposed berm blocks the drainage. 25. (Sheet 13) The proposed invert of the FES at Basin 13 is 647.94, which is 3' lower than the basin's NWL(651.0). Under this scenario, many pipes will be holding water at all times and the tailwater condition should be included in the storm sewer sizing calculations. This invert should be raised to 651.0. This will affect all the upstream pipe calculations, callouts etc. 26. (Sheet 14) Details for the proposed Blackhawk Boulevard and Galena Road intersection should be included in this set of plans. 27. (Sheet 15) The east nose of proposed island at the Eye-brow Court in front of lots 84-88 appears to show an incorrect T/C grade. The proposed curb of the island in front of lots 92-95 should be all regular curb &gutter except for the portion next to the parking stall. 28. (Sheet 15) The proposed south curb grade at Waterman Lane sta. 11+00 is a typo and should read as 659.80. 29. (Sheet 15) Lot 82 side yard grading should be reviewed for excessive grade. 30. (Sheet 16) The proposed grade (653.8) between lots 51 & 52 is a typo and should read as 658.3. 31. (Sheet 16) The proposed grade of 657.9 between lots 50 & 51 is incorrect and should be revised. 32. (Sheet 16) The proposed grade at the NW comer of lot 53 should be lowered from 653.6 to 652.5 to avoid ponding. 33. (Sheet 16) Please check the lookout label and elevation for lots 53 & 54, which should be shown along rear building line. 34. (Sheet 16)The proposed T/F for Lot 162 should be revised to 662.2. 35. (sheet 16) Please provide additional spot elevations along the bike path. 36. (Sheet 17) The proposed inlet in the rear yard of lots 150 & 151 should be further west to avoid a steep side yard for lot 153. Additional easement may be required. 37. (Sheet 17) Please show the proposed outlet pipe for basin 11 with callouts. Please also call out the restrictor manhole with detail. This information should be shown on the plan & profile. SHEETS 18-36: PLAN AND PROFILE 38. Water service lines and sanitary service lines should be shown for all the units. Sanitary service riser should be shown on both the plan view and profile. 39. Please show sump pump service line for all the buildings with basements. Additional storm sewers are needed for sump pump service connection. 40. The 900 bend at the NW comer of Lot 204 should be replaced with 2- 450 bends. 41. The type (SDR-26, SDR-21 or DR-18 etc.) of sanitary sewer pipe should be provided. 42. All the utility crossings should be called out, including crossing between sewers. 43. Please call out the bury depth of watermain as 5.5' minimum. In addition, watermain should be curved gradually in the vertical direction and no vertical fittings are allowed. Please revise profile. 44. The plans have shown trench backfill for all the pipes under the roadway. This requirement should also apply where the pipe is under or within 2' of the sidewalk, driveway and/or pathways. 45. Note 4 on the plan & profiles indicate that" Easement shown for reference only. Refer to Plat for exact type, size and location". There is no easement shown on the plan & profile. We recommend providing an easement on the P&P and the easement line should match the Final Plat. 46. The following storm sewer structures should be revised to 5' diameter: Sheet 23—CB 1-123 Sheet 25- MH 1-25 Sheet 27—MH 1-164 & 1-166 Sheet 28— 1-193, 1-194, 1-195 Sheet 32— 1-263, 1-264 47. (Sheet 19) The proposed inverts of FES 1-87 and FES 1-218 are below the proposed NWL of Basin 12. This should be corrected and reflected in the revised storm sewer sizing report. 48. (Sheet 19) Storm Manhole 1-219 should be revised to be a catch basin. 49. (Sheet 21) Please call out Storm Manhole No. 1-223 as a restrictor manhole and add note "See detail on sheet 39". 50. (Sheet 24) Please revise the callouts for Storm MH 1-80. The north invert should read as 653.70 and west invert should read as 654.45. 51. (Sheet 25) SW invert at San MH No. 1-34 should be 643.91. 52. (Sheet 26) Please provide vertical curve (30') at Owen Ct. Sta. 10+47.33. 53. (Sheet 28) The proposed invert of FES 1-225 is 647.94, which is 3' lower than the proposed NWL of Basin 13 (NWL=651.0). Please revise callouts and storm sewer sizing calculation. 54. (Sheet 32) Please provide vertical curve at Kellogg Court Sta. 10+45. 55. (Sheet 33) The proposed invert of FES No. 1-246 is 643.71, which is lower than the proposed NWL=646.00. Please revise the plans, including storm sewer sizing calculation. 56. (Sheet 33) Please provide vertical curve at Sutherland Court Sta. 10+45 and at Potter Court Sta. 10+45. 57. (Sheet 34) The proposed invert of FES No. 1-274 is 644.75, which is lower than the proposed NWL=646.00. Please revise the plans, including storm sewer sizing calculation. 58. (Sheet 34) Please revise storm sewer structures No. 1-281, 283, 284, 7 285 to have open lid grate and revise the storm sewer from 1-285 to 1-275 to 12" RCP. 59. (Sheet 35) The proposed sanitary sewer slope from MH 1-37 to 1-36 is calculated as 1.10% instead of 1.00%. 60. (Sheet 36) The proposed watermain along Blackhawk Blvd should be shown on the profile. The watermain size, fire hydrant and valve Box/vault callouts should also be provided. 61. (Sheet 36) Sanitary stub provided at the existing sanitary manhole 2-28 is B". The plans have shown the proposed 12"to be connected to the 8" stub. Please revise. SHEETS 37-38: STREET LIGHTING PLAN 62. Per city ordinance, streetlights should be provided at the "ends of cul-dec-sacs". Due to the size and configuration of several of the cul-de-sacs, the lights will need to be moved to the rear half of the cul-de-sac. In many cases this will result in the need to provide an additional light near the throat of the cul-de-sac. 63. In the redesign of the lighting keep in mind also that each intersection should receive a light. SHEET 39: POND DETAILS 64. The restrictor manhole details did not show any orifice for release control. The water resources department should review the detail to make sure it matches what is proposed in the storm water report. SHEET 40-44: CONSTRUCTION STANDARDS AND DETAILS 65. (Sheet 40) The typical pavement section should be revised to indicate: surface course as Superpave, Mix C, N50; binder course as Superpave, IL-19'.0, N50; aggregate base course as Type B, crushed. 66. (Sheet 40) Please revise Street Cross Section details to call for hot-poured joint sealer at the joint between the asphalt pavement and the curb. 67. (Sheet 41) Notes 1-3 at the top of the Watermain Depression detail should be taken off since these notes are for storm structures. In addition, watermain protection measures should be indicated. 68. (Sheet 41) The Valve Vault detail should be revised to indicate: a. 8"max. precast concrete adjusting rings b. 5.5 feet min. bury depth 69. (Sheet 41) The Fire Hydrant detail should specify the hydrants approved by the United City of Yorkville: Clow F-2545 (Medallion), Mueller A-423 Super Centurian, Waterous WB-67-250 or approved equal. STORM DRAINAGE ANALYSIS 70. There are many inconsistencies between the report and the exhibit (worksheet) provided with the report. The following "Added Area (ac)" figures appear significantly larger in the exhibit than in the calculations and are cause for concern. Please recalculate and revise the storm sewer design as needed: • 177-176 shown as 0.34; storm sewer worksheet shows 0.68 • 176-175 shown as 0.36; storm sewer worksheet shows 0.71 • 158-157 shown as 0.51; storm sewer worksheet shows 1.04 • 152-151 shown as 0.41; storm sewer worksheet shows 0.82 • 145-144 shown as 0.35; storm sewer worksheet shows 0.70 • 132-131 shown as 0.37; storm sewer worksheet shows 0.74 • 89-88 shown as 0.68; storm sewer worksheet shows 1.36 • 86-85 shown as 0.45; storm sewer worksheet shows 0.90 • 45-44 shown as 0.34; storm sewer worksheet shows 0.87 • 44-43 shown as 0.38; storm sewer worksheet shows 0.75 • 39-38 shown as 0.82; storm sewer worksheet shows 1.64 • 3.105-3.104 shown as 0.25; storm sewer worksheet shows 0.83 71.The United City of Yorkville ordinance page S-9 paragraph four states `The storm sewer pipe shall have a minimum cover of three (3') feet."As such, all storm sewer runs should be revised in order to accommodate the three (3') feet of cover. The most common situation where this is not being met is at roadway inlet locations. 72.The following storm sewer runs are not provided on the Final Engineering Plans and should be verified: • • 132A-132 • 85A-85 • 177A-177 • 122A-122 • 45A-45 • 158A-158 • 121A-121 • 44A-44 • 152A-152 • 89A-89 • 39A-39 • 145A-145 • 86A-86 73.The following 100-Year Overflow Area Summaries do not match the Weir Flow Calculations: • 01-01 • V1-V1 • 131-131 • J2-J2 • S1-S1 • K2-K2 • T1-T1 • P2-P2 • U1-U1 74.The United City of Yorkville ordinance Page S-9 paragraph four states "Storm sewer manholes shall be five (5') feet internal diameter, constructed of reinforced concrete, and shall be placed at a maximum spacing of 500 feet. Storm sewer manholes may be four (41 feet internal diameter when the largest sewer entering/leaving the manhole is 18" diameter, and the orientation of sewers connecting to the manhole is such that there are at least 12" of Precast wall between the openings provided for sewers." As such, the following structures should be revised: 1-138 1-133 1-80 1-255 1-193 1-35 1-195 1-77 1-127 1-153 1-143 FINAL PLAT 75.A note is needed stating that there shall be no direct vehicular access to Galena Road (Cannonball Trail) except through dedicated roadways. 76.All calls and exceptions in the legal description should be labeled on the plat. 77.All intersecting rights-of-way should have 25-foot radii. 78.The bearing on the plat for the north line of Section 12 does not match the legal description. 79.The bearing on line 16 of the legal description has 3.minutes instead of 33 minutes as shown on the plat. 80.The bearing on line 42 of the legal description should be North 34°34'29" West, as shown on the plat. 81.A note should be added designating the purpose and maintenance responsibilities of all the non-buildable lots. 82.The Basin on Lot 3033 should be in a Stormwater Management Easement. 83.Landscape Buffer Easements should be shown. 84.Bike Trail Easements should be shown. 85.The correct SSA number should be shown if applicable. 86.A County Engineer's Certificate should be added on sheet 5. 87.That part of the subdivision in Section 12 is in Oswego School District 308. This affects 8 or 9 lots. All of the other house lots are in the Yorkville School District. 88.The several occurrences of text overlapping text and text overlapping line work should be corrected. (affects pages 1, 2, 3, and 4) 89.Monument Record numbers should be added for the northwest corner of Section 11 (per the boundary of this subdivision), East quarter comer of Section 2, West quarter comer of Section 11, East quarter comer of Section 12, North quarter corner of 12 and the North quarter corner of section 11. (affects page 1) 90.The leader configuration, in general, is confusing near the comer common to Sections 1, 2, 11 and 12. Repositioning of the leaders in this area should be done. (affects page 1) 91.There appears to be a gap or overlap at the corner common to Sections 1, 2, 11 and 12 as shown by the line work and dimensioning. The difference is created by the northeast comer of Section 11 per this subdivision and the same section comer per document number 880633. This difference should be reconciled prior to final approval of this plat. (affects page 1) 92.The several occurrences of labeling for adjacent units of Grande Reserve should have the recording date and recorded document number added prior to recording. (affects pages 1 and 4) 93.The Curve table lists C111 and C112 but these two curve labels do not appear on the graphical portion of the plat. Verify the placement of these notes or remove from the table. (affects page 2) 94.The Label, "Hereby Dedicated"should be added to Silver Springs Court. (affects page 2) 95.The Line Table should have the segments L93 and L134 removed. These lines appear on the graphical portion of the plat and are labeled with the appropriate bearing and distance. (affects page 2 and 3) 96.The Line Table lists a segment L34 but this line label does not appear on the graphical portion of the plat, the segment is probably one of the redundantly numbered L47 segments shown on the graphical portion. Re-labeling of the appropriate L47 to L34 is needed. (affects page 2 and 3) 97.The easterly subdivision boundary line nearest Cannonball Trail has the wrong bearing and distance (reference N88 022'30"E, 66.34') and should be replaced with the correct bearing and distance (reference SO °10'35"E, 289.88'). (affects page 2) 98.There appears to be an errantly placed label adjacent to the rear of Lots 246-251 which should be removed from this plat. The label to be removed reads 70' RIGHT OF WAY DEDICATION PER DOC No. 99883 REC. 5/16/1951". (affects page 1) 99.Lot 243 should have a dimension added to the southeasterly property line. (affects page 2) 100. The easement along the southerly line of Lot 182 should be increased to 15' wide to accommodate the proposed sanitary sewer shown on the engineering plans. (affects pages 2) 101. The easement along the southerly line of Lot 196 should be increased to 15' wide to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2) 102. The easement along the easterly line of Lot 241 should be increased to 15' wide to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2) 103. The dimension of the southwesterly property line of Lot 256 does not equal the two adjacent (Lot 257 and 3033) dimensions when added. The values should be reconciled. (affects page 2) 104. The dimension of the southwesterly property line of Lot 257 does not equal the two adjacent (Lot 258 and 3033) dimensions when added. The values should be reconciled. (affects page 2) GAPub1ic\Yorkvi1le\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRU1 rM-Ol.doc . 105. The easement width along the property line common to Lots 224 and 225 should be increased to 20' wide (10' on either side of property line) to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2 and 3) 106. Lots 235, 240 and 241 should have the easement along the southeasterly property lines increased in width to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2 and 3) 107. The easement width along the rear of Lot 217 through 219 should be increased to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2 and 3) 108. The easement width along the rear of Lot 220 and northwesterly line of 221 should be increased to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2 and 3) 109. The easement width should be increased along the property line common to Lots 219 and 222 to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 2 and 3) 110. The easement width should be increased along the property line common to Lots 214 and 220 to accommodate the proposed storm sewer shown on the engineering plans. (affects page 3) 111. The easement width should be increased along the property line common to Lots 214 and 215 to accommodate the proposed storm sewer shown on the engineering plans. (affects pages 3) 112. An additional 20' wide easement should granted following the proposed storm sewer path shown on the engineering plans across Lots 206,209, 210 and 214. 113. The easement width along the property line common to Lots 270 and 271 should be increased to 20' wide (10' on either side of property line) to accommodate the proposed storm sewer shown on the engineering plans. (affects page 3) 114. The building setback line should be removed from Lot 3035. (affects page 3) 115. The northeasterly property line dimension (107.34) of Lot 210 does not equal the addition of the property line segments of Lots 213 and 3035 which make up the same line. Dimensioning should be corrected. 116. Centerline dimensioning should be added to define the center of the 60.00' radius at Lots 268-270. (affects page 3) 117. The easement width should be increased along the southerly line of Lot 197•to accommodate the proposed storm sewer shown on the engineering plans. (affects page 4) GAPublic\Yorkville\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUN1723-Ol.doc 118. The easement width along the property line common to Lots 273 and 274 should be increased to 20' wide (10' on either side of property line) to accommodate the proposed storm sewer shown on the engineering plans. (affects page 4) 119. The easement width along the property line common to Lots 275 and 276 should be increased to 20' wide (10' on either side of property line) to accommodate the proposed storm sewer shown on the engineering plans. (affects page 4) 120. The easement width along the property line common to Lots 282 and 283 should be increased to 20' wide (10' on either side of property line) to accommodate the proposed storm sewer shown on the engineering plans. (affects page 4) 121. The easement width along the property line common to Lots 286 and 287 should be increased to 20' wide (10' on either side of property line) to accommodate the proposed storm sewer shown on the engineering plans. (affects page 3) 122. The easement width should be increased along the northerly line of Lot 179 through Lot 182 to accommodate the proposed storm sewer shown on the engineering plans. (affects page 4) 123. Dimensioning should be added to the southeasterly property lines of Lot 288 and 289. (affects page 4) 124. The labeling of the14' radius (C38, C71 and C72) should be repositioned. The C38 is the overall curve label and should be placed southerly of the property line. C71 and C72 are parts of the overall curve and should be placed northerly of the property line. (affects page 4) 125. The label for Grande Reserve Unit 14 should be changed to Grande Reserve Unit 20 and have the recording date/recorded document number added. (affects page 4) 126. The first paragraph of the Surveyor's Certificate should read "HAVE SURVEYED, SUBDIVIDED AND PLATTED THE FOLLOWING DESCRIBED PROPERTY:" to be in compliance with language adopted by the United City of Yorkville. (affects page 5) 127. The Surveyor's Certificate paragraph which reads, "I FURTHER CERTIFY THAT I HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (ILLINOIS REVISED STATUTES 1977, CHAPTER 109 SECTION 1" should be changed to read, "I FURTHER CERTIFY THAT I HAVE SET ALL SUBDIVISION MONUMENTS AND DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (765 ILCS 205n", to be in compliance with language adopted by the United City of Yorkville. (affects page5) 128. The paragraph in the Surveyor's Certificate which reads, "WE FURTHER CERTIFY THAT THIS PLAT AND SUBDIVISION MEETS THE CURRENT REQUIREMENTS OF A BOUNDARY SURVEY AS DEFINED BY STATUTE" should be removed. This statement is not provided for in the standard language adopted by the United City of Yorkville. The GAPub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\)wywrotGRUNIT23-0l.doc f requirements for a boundary survey by statute require specific information to be shown that typically is not necessary for subdivision plats. (affects page 5) If you have any questions or comments regarding this review, or require any additional information, please contact our office. Our review will continue upon re-submittal of the revised plat and plans. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.LS. Project Manager pc: Bart Olson, Assistant City Administrator Lynsey Johnson, Administrative Assistant Travis Miller, Economic Development Director Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.LC. Dwight A. Trostle, CGL Ltd. JW F,JTW, EEI G:\Pub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNIT23-Ol.doc • , aw 1 - -- -- P.I.N.02-11-276-002 BASIS OF BEARING RECORDED PLAT OF SLIBDA7ISION GRANDE RESERVE - UNIT 23 OF GRANDE RESERVE UNIT7 J BEING A SUBDNISION OF PART OF THE SCUTHFAST QUARTER OF SECTION 2,PART OF TNENORTHEASTGUAATER OF SECTION 11.AND PART OF THE NORTHWEST QUARTER OF SECTION 12.TOWNSHIP 37 NORTH.RANGE 7 EAST - -- - - OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CRY OF YORKVILLE,KENDAIL COUNTY,IWN019. AREA BREAKDOWN LOTS 173-290 18.801 ACRES± S/S,952 SO.FT.. LOT 3033 T-r 7 31 ACPESx 318,60 80-FT,s c3 LOT 3034 -- --- 6.110 ACRESl 287,023 10.FT.. LOT 3035 1 0.357 AGRESA 16,561 60.FT.* LOT 8098 -t 11.411 AGREBI 197,325 00.FT.. Jy_. RIONT-OF-WAY 14.988 ACRESO 852.884 90.FT.. - TOTAL 59 07 ACRES. 2,570,940 9d.FT.x _+.. TRIO UNIT CgWE8P01B9 TO PAPT OP MEiOMBOR133W 1 AS$HIWM IN THE ANNE%ATIp]A6REEMEMT. 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I,SET 3/4-IRON PIPE(1-1/4-O.D.)NTTH PLASTIC CAP AT ALL LOT CCRNERS UNLESS SHORN OTHERWISE ON SHEET ONE. 2.A BLANKET PUBLIC UT,UTY AND CRMNAOE EASEMENT IS HEREBY GRAVED OVER ALL PWTICAS OF LOTS xJ3 MOOuGH Sox,INCLUS- "TpMWATER uANAO -I EASEMENT IS NA-1 4 3/14 PER REVIEW E ,RANTED OVER ALL OF LDT x35. 3 'Al- ADD LEGAL DESCRIP11EN1 NEK 4.LOIS 3033 MROGN 30x,dcLII51VE,StALL BE 2 11/7/05 REMSE PER CLIENT'S RENEW MEK CDOWYED TO ME HOMEOMiER'S ASSOCIATION. / 10 19/05 ADD STREET NAMES MEK ISSUED MEK •FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN PREPARED FOR: N0. DATE OESCRIPnpI BY HEREON,REFER TO YOUR ABSTRACT,GEED,GUARANTEE TECHNICAL HEREON,AND LOCAL YOUR ORDINANCES. 0ONSUP NICAL T3.INC. PA90UM0.1I ME C0.0NES L.I_C. •COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY uNO � DIFFERENCE AT ONCE. 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I �:tiu:, . .F- / :} 246 $' •=`\`J - � �.st,\��•' 1 tP' o l 8,m0 S.FS C 25 s 245 �5Q%� �y ��` �� 255 \�v 4N[LOT ' ' S 5. �•�y�'i /J 'N S, 3033 �. 244` ` / / � � / s 2571 25.6 5 6 I I % 9g 6 / . $•`tP ` 2. e.sTZ s.F.: / y;' .�°� I -NW'BULLDR+D I ,• p,�/ / �_ / 8' 8 / 258 `�.� ACN LINE I P 6 I I I G y>` WyM1 u J Lly C ¢. 'P' sy i 6.118 S.F.7 v W V' -I t- - sCAIE: 1•=50. j ��/a &o oTC :¢,, / d 56 �6� .A� + " o5h ,O g - ' 'y ° ` / 259 Y� Nk 243 8, $ w 15 0 50 =^yps e.1573.FS ga / q� 9.177 s.Fa �� 27 �t T9gT UT INL / �/ Q '�8 .1.161 S • � I 1i TYPICAL EASEMENT DETAIL / - 8^x�6 1' T N mi =1 / 260 5' ----- N2TE:A to FOOT Pu11uc unuTr AND DRAnAa: / E EASEMENT 1S HER-SY GRAMM ALOxO ALL IRONT / yyT & <I fO.W)9.FS ANO REM LOT UNES AND ALL SME YARD F-LENTS SXALL BE S-T.UNLESS SHOMI AND DIM SONEp / 0j K �'L � , 242 \ ` i�653:-- 28 Hs NEON AS Orlmw E. / �/ p}1� �J.N 6-f 6.980 B.FS 4 \✓ iz 3033 I 62A]839.FS B B239.6 a K. NT 2 4 \ � s 29 237 SAM ST, yO BS�L. y \ YW '�C A �•&� � ,�% / O� %� a A�•2xi 91• R.1 n.Lb. �i. �"' �''/ .�a `Pp�` g / oho'1 ., • 240 Q�MO/ •' _ =o• ,y�3 g" \ 236 °' •'\�,�- / 223 f 30 / /ao�� y �<"or� ' 7 1M9 s �►`�� / Qea¢sr: �. 222 \t \�11��t• - o-� rA / Q6963.F, / �� •� C via !�. � � �8< � Y\ /•10.° • �&} 224 • �1/'�,A 5 DS"8'St'w IX76 �� EP / /• 225 6I6D3.F: y T c N\ 4N 4WAt•$�. 261 $. 31 3034 O\ 235 , Y Q,m3Fd • 6ryA. C u < \ 7979 F.1 4 A/ 226 22F. � . ],734 S.F.: tQ•' / W - NOTES' 771. \ 9% / , Q]868.F.t\ � ' N 8578!1 T 1.SET 3/4 IRON PIPE(1-1/4.0.0.)WITH PLASTIC '� / •'fW'f7 a1nsF: .,_y3 �,)A 9 n \ y 1217 ONn EET�r coaNFRS UNLESS�owN o 11ERW SE SEE SHEET 3 OF 5 FOR CONTINUATION L� 2.A El.1M4ET 1-.11 AND DRAINAGE EASEMENT IS 4 3 14 06 PER RENEW I.E.AN1ED p ALL"-S OF STS 3033 119201101 m3e,IN USIE. MIDWEST 3 i/6/08 ADD LEGAL DESCRIPTION TECHNICAL PREPARED 7OR: •FOR ON,RE BUILDING RESTRICTIONS AND EASEMENTS VDT SHOWN 1 A TED OVER A V`LOT M EASEN[wr ro XE1w3r II' 2 11/7/05 RENEE PER CLIENT'S RENEW MEN HEREDN,REFER TO ORDI MCE&ACT,DEED,GUARANTEE WANTED OVER AL OF LOt WX. DDNS(LTAN� PASOUNEW TuE C0.0n1R u.a 1 l0/19105 ADD SrRECr NAMES MEK POLICY AND LOCAL ORDINANCES. 'u.°va6 •COMPARE ALL POMTS BEFORE BUILDING AND REPORT M7 4 LOTS 3oTO THRax51 7D76.'S 0SOE,SHALL BE t t0 03 ISSUED MEK DIFFERENCE AT ONCE. COxVEYEO m It1E HpAEOwNER'S ASSOC4TNIN. +�xe a 286-1111 PASO.DuwN 9•:MEi N0. DATE OESCPoPTION BT SHEET 2 OF 5 sue : BASIS OF BEARING FINAL PLAT P,I.N.02-11-276-002 I RECORDED)PLAT OF SUBDMSION GRANDE RESERVE - UNIT 23 j1OF GRANDE RESERVE UNIT 7 BEING ASUBOMSION OF PART OF THE SOUTHEAST QUARTER OF SECTION 2,PART OF THE NORTHEAST QUARTER -_ OF SECT ION t 1,AND PART OF THE NORTHWEST QUARTER Of SECTION 12,TOWNSHIP 37 NORTH,RMGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YCRTIMI_E,KENDALL COUNTY.ILLINOIS SEE SHEET 2 OF 5 FOR LINE&CURVE TABLES SEE SHEET 2 OF 5 FOR CONTINUATION (� I 9l y,N oei LNJV va`d. �DOe S.� rS. "u9•. 8. _--� �.\ao� `$ 1y — I ��`( 241 8,718 5 FA `�JC / \ tr= f B��. h •} a� V V230.B1' R.-; E -PO � . -�' , �� 6 237 M1 _ry \ �� 10•� �� aD_ DD• 3033 — - A.9.1. , Pao�� 9 � .8� R D " 240 `A �. ht1 '� 9.661 S.F.: S,'. a � / 6,5\ 'J l• c 223 ` 30 �.a° `°h ��f�� M1•�/ d. aee2EF.+ 222 224 m°wa 58 �;b �• `"'� 31 �� gC�.� . 261 m p\� " 235 , ti / \ 4 CTel .F.= 226 7,73,B � � _—_- \ 5�!�./vY.�-�5` �$`Y`/ \ "°N a 0�'f { •E $A6PO,8DSFeS D�•W� " ' •a' �2 • S.FS 227 21 S.F., ,N 052„'1a 0'S66 i E 2 2 V$1 6,360 SYT e,'WS.Fx N 635708'E �'e' }/( 33 S. 6e;• w �''�,� S Y 228 JA`3 G: ci w 5181,'Si" L n N 10�a9 . 0 25.99' �5 B.,W 8 a 217 " N f 3.O696FS � q 263 � B,DBB S.F, 236 o 4{6�.1 W f 5=x ° ■ $<,D7i "a 6A . "`t"q TC. � 1('r=��$QT. G`� S�s 7.373S.Fi . x10 m I� N a6l,,OtFBW S 7 i FE+ Y, 3-T 229 ,07SFt 211 233 ° 216 '2 7.387SFS_-' 6.0803F2 - -- I ugy,�1•E ° �_—_— •& -i 215 f � ��. ov�'$ 0.283D663.5..5 Fs $4 35 0S EARLDt NI 231 , 13 232 S 4.0 F= 8.4765F ------ " ___ S 5525'31•W `s 1p r R vat h Rg "63`� fr�°s 1A J ��.°F o nor r13x u. __ _ 26.00' 6,�9 i3 N ao / r\ /// 266 36 —T �--- —r--� r--- � �3 �f a. u 214 ,9� C)�g'Q i 1 I D 1 1 �• .j �`'° rOb 9203 S.F.: ! ry �+ / SS,B SF.x "6.,a �.� $�� 205 - ^ ''� 3035/ �_ \ \ ,..87410E `34P =h y 5 b� N 55'25'31•E sE LD , ' ,w \ 204' �. N . -- I �I I _ 3So E BeAsX.D•`5O.._F I I I I I BPS S5� 8 4�'�a.,7,30 o°s'.F�'.�':sd'\9\\\e�T\3�-D�s—e-:.„.' s 6 7 m y 37 20 a2 6 W S.F. SCALE: I'=50• 4- 206 ---- --_—_----- STOTTS- 2 _ RD I I 1 I „ m "0 - rt I o y a 209 �- ' i 38 I 1 8,06'1 B.F.z �o '�- O I� h li L____J L___ N 55'25'31• f 4g �"� !�' g s,aeD SF.+ 8' / �32'R'•�';jAY / 268 52 8D.00 N $ ., �' ' O��/4 207 ' �� — ,� ` I 6762 S.F.: S.�I"■aI uw,s FR IT LOT 11Nf 5`, `� — — $c'°114c,�lr,T TYPICAL EASEAIENi DETAIL fhb VJ(�� I .��y 270 I 0:1269 $ Q NOh'A 1D TOOT FUBUC VIILtt MD dtMNACF N 34.34'29• �7'' �� "6y • 1� a) 1 °'.8.,80 S.Ft 3 V FASE4ENi 6 HEREBY gUNiED ALONG Atl FRONT ,DD l /Y IA/_ " �Q1 ` - �M 9223 S.F-S I u^1 AM REM LOi L1NF5 AND All SWE YARD EASEMENTS 201 v /'"� V �- ---- cAµ� SXU1 BE 5 FEET,UNlL55 SHO14N AND ONFNSCNEO 8,, f. HEREON AS OIHCRMISE..,, ;' set, a357�C o D��u. C31 M1 20V 271 es� sc,a cm•a 1 pCQ " ,s- 2 Jn I , a wAA,Ed xcna.mau N 3829'28' `ry �OF3� `\kph \'o, ez362 sFS� s� sgus iOaD SF.a "7Ab4�,•E ■ ,e'srE 28.73' 3034 $$ ,5 � y \ �s<� /272$ ^,� a 199 q. 3033 S Yn P.0 , • a 2 p 8.534 S.FS •6•,>\,• AD. ♦ \` / 8 P.T. v N.a,.xxrcr sp �' .cDf \ �Py� 'v\• / ° / F a' ) V 273 198 BfN 3 b I,18a9Fi 8f 40 Pcc la"om>$aAVATJe E � e.aDZ B.F.: �•�Jr�O• y ' e•.p `" ee v PNFa„ ou.• S� 33'se• e ��°�� v.aa. nNa a co.KRaiKN S 88'59'08• W N T' g N r»,j-v rzODV °•g ID' f = 38.00 197 h 274 �� r�nn r ILL 1� 1DaoeaF: �'NAI- t R a.t3z sF: 13 N, .� 191 tl192 Q � - 3>�,.,- V� 3036 41 P AL-1 f �.. ��, y 8.0069FS B,,WBF.t„x193 s °�v 1 275 �c N 6059'05• x_ z,�. a / NaoAR9 xn S,.ao' S h M E a>W. / 6 551 S F,a 194 Ci r93 7y� h 'N = n LNW 1 B.DBCB F+ 42 � L,, DO' _ ST45S F.A c ua clM.c r,mE Nn N m VO'S4 y,IK� && 190 y, cr3 �le> \ .+3 195 6QQQJ 8,17E S.F.t e� w _ten,�7 6,186 S.Fi 196 : y.°°. ;"�°I ,DEWS E r NOTES' SEE SHEET 4 OF 5 FOR CONTINUATION CASET T'All LOT CPORNE(1-1/4' S NLESSO9 OM OMAERIAISE ON SHEET ONE. 4 l QB PER REVEW UB 3 1/1 OE ADD LEGAL DESCRIPTION MEK 2.A RENNET RUB.NC UTIL TT AND DRAAA£EASEMENT IS XEREBY GRANTS-D ON ALL POR—S 0'LOTS 3033 ' F17.R 11RDING RESIRICTIONS A ND LASEMENTS NOT SHOWN 2 11/7 05 REMSE PER CLIENT'S RENEW MEK CONSU L PREPARED FOR: 7NRO,lti1 3038_uS_ K,REF.R lU YWR ABSTRACT,DEED,GUARANTEE 1 10/19/05 AD)STREET NAMES MEK ii C0/611LT aTS RTC, IN 3.A 5101M■1 NANAGORNT EASEMENT IS TIMMY Y AND_OCAL ORDINANCES. LA.mePARE ALL POINTS BEFORE BUILDING AND RCPORT ANY 10/7/05 ISSNK GRANTED o.ER AL DF LaT ERENCE AT ONCE. N0. 721E DESCRIPTION BY 4 It1N fm-eI NO.:265-T,O PA50.1MAMN eY ,.LOTS'OS,1NROUGX M..RIOLUSINL SHAD SE o Iw wI'LRwi"r Pnw EK gg -- _ _ _-- P.A _._.....,.,A_AM.,■•H° TO»F X0NL0rv_RS.SSDDATDN. SHEET 3 OF 5 ky -—F!NRr1 T -- P.LN.02-11.278-002 1:E-�� GRANDE RESERVE UNIT 23 REON OF F BEING A SUBDIVISION OF PARE OF THESOIITFIFART QUARTER OF SECTION 2,PMT OF THE NORTHEAST IXIART9i OF SECTION 11,AND PART OF THE NORTHWEST QUARTER OF SECTION 12,TOWNSHIP T,NORDI RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YORKVI L E,KE4DI-L COUNTY,ILLINOIS. SEE SHEET 2 OF 5 FOR LINE&CURVE TABLES SEE SHEET 3 OF 5 FOR CONTINUATION N 3689'29 73• 3034 $e. hr E,199 W �06 �,,•v / 272 3033 ` 0.554 9.F.S '. S� Cp / S a �a{ �' n 273 xg 198 r[ 8.202 S.F.i *�1+'•F 31g7 S,{..b, nhv, ?" P,i'OF��.h• S 88159'06'W x> �'8. -}'.S' 1 w 274 36.00' _ M•A 9+00' •� 197 6,,323.F.k s� gN 3 - 10,908 S.t,i r hC N'n - r• x$ 8- 191 W 192 a °� _ °' =or�3 f R= �tJ 60DB S.Fi S'p P,10B S.F.3 nW_ JB.GD•®� ,� -8193 7,33 6, ,2,.3°• , �8 275 /J/ N 88'59'06' S]>p6b B,.DJ' ° 6,651 SF.k fsJ ,3>e . ,$ 1 94 lBB / 6,080 S.F.k 111y�� 8 190 C73 JOtq' MW 6.245 S.F.k ti=195 (� 3TTG 99,3 N°T N 01'00'80.00 °R B.47e s.Fim '°� Le, c n _ ;�-,�B.,BB S.F.!gh 1.76 sza• Lr2°J 7-ae-E / 7.705 S.F.k s 276 N 01'00'54' N 88'59'06'E R se.ss L 41.00' 100.00' ng 189 --_ GAIN"]o9MNOro• B�r G� I e.Oxs.F.k �4 S 6,476 S.Fi I �'� i82 S �O�aS 52,5p• y I A8303320'F - N 88'59'08 zCp, \\a U] 38.65 277 p p \I J fi5 t7- 3)lg3'{P OB L12 S I 6.283 S.F3 8^_I 188 'zs PD t GAO _ f'e3Br $ E A4., I� l_ >o.� R C42 I �+N"6'Y C { { 9 S 8659'06'W F roo.Po N 7A06 S.=.: _ Y Y� 3 I 87 ��186 185 184 183 I¢ 4 278 n 7,,099 IS F, P N 01'00'54' i 4 � ,,,r m R SsstsS E f e p 0 80.00' Z x B>,e B f ,P° o:l .wP.m 1 279 g ¢T 3�� M so.g7• eOG w .7-M o _ .I J 8.060 ST, S 88'59'06'W = '2DDO S {BO.OJ 7-o.or eT{2 II B I U $ 31.00' g � 179 w S I N 68�53•E 7,409 S.F.k , 1 80 ^ �//2t��8 I n.3.2" -2 1813 J FO Y J e rp0.3B' 182 6'33• O u RP VV E S10p.. tsn0 q♦I 27-.°°� 17 0 ��a L�q cn1 3�• t ,DA7z S.Fal 1 J o2ce y. _ /� 281 of y ,483 S g SF,C'o I O88.08' �R �O.bU w 6i I J I s6a�ED K S ee5r4r w e z 177 j— — UR I L 8,470 S.F.i °s NFRfe.DEbcA 9�5]. 9a - 282 =s S,6'M'r•1 w N 01"07'1.3" 38. zoo 3B� 3 °'AID \'\@1•" s,a M..T•E B2.2r A I W d� R' 176 S 8852'47-W 5 r 1 6,419 3 173 ,175 W 174 8.2566 3 I 4 A R4 g Io,.Ss F SCALE: i-=SO' 00' o 284 41. 50 25 0 30 K I20W 3 &�O`` / QO]�{3• S N 88'S2'4 285 a Ts 26. T4, 6,410 ST.k _ _ g s •T'r all W R -- aP 3034 aDM 286 R q00� /MADE.I[rsdY mANrto �LH n / 6,64,S.F.! ,� pJ ,5�,6 W.R,TB scN°NFK 9, ` 287 A. / A,gpn N 10'53'05'W / 7,340&F. s M1 / 50.60' // .. {3 S 4=° ��/ c«.1 —TIE `MS; ,S RA S,O N 288" •� '4' n. e!` s� Oro °097 MI,e.T ,fi 6476 S.F.k W. / wmR AEWINE� N 6158'48' E s y`aM°A 6 4 10 �N,NO aAw°T� '7 a>s r. 10.20' AT.t; \ 289 � PA 'O .7-1 � J B9766.F.k 8 / NPMM— s �'�� 290 ,:.D :0�.:. Rc sC encN uIe usrM.r S 3036 J e H + p �.r mNrnF MaIFAI MrAr "' N 'T3. \ O 4'3i 'FS2 S d7- 4 / • ralmn Ra ~«`L7- 4 I X19, L 999. L T 7- 0 3033 / O 990. cuxrk rAwk no. 1 �" {•. / 4 q, -[b. --- -_ kn I I 1 A=81.76'R-350.00 '� qa CB-N 3495'24'E soE LDT CS=N 34'4443'W f I I 5-I I x O IY I LIN - �Atl( E /R y N B� I L — w FRWT LOT LINE TYPICAL EASEMENT DETAIL NOTES: 1,SET 3/4•IRON PIPE(1-1/4.O.D.j'ANTI PLASTIC IM A EASEMCNI�B FOOT HEREBYBLN1 ALONG ALLLI FRONT ANE`E RESERVE-U 20 CAP AT ALL LOT CORNERS UNlE55 SHDYM OTK:TMSE AND REAR LOT UNES AND ALL SDE YARD EASEMENTS RE DOG NR. _ ON SHEET ONE, SHALL BE 5 FEET,UNLESS SHOWN AND DIMENSONED HEREON AS On1ERW5E. 2,A BLANKET PUBLIC UFUl MD DRAINAGE EASEMENT IS HER,RV GRAATFO OVER ALL PORTOI.S OF LOTS 30J3 TNROUGN 303E,INCLUSIVE. 3.A STORMI MANAGEMENT EASEMENT 13 HEREBY GRANTED OVER ALL OF LOT WM. 4,LOTS M33 TI-J M,rNCLUSNE SHALL BE C(INVEVED TO THE HOMLONMER's ASSOMATIOII 4 3 14/06 PER REVIEW is 3 1/6 6 ADD LEGAL DESCRIPTION MEK 2 11/7/05 REVISE PER CLIENTS REVIEW MEK _ 1 10 0/05 ADD STREET NAMES NE CN001LON,F ALL POINTS BEFORE BUILDING AND GUARANTEE AN MIDWEST ---� 10/7/05 5511ED _ MEN FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN PREPARED FOR: NO_.. OA'E DESCRIPTION _-. BY PEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE CONSULTANTS,RIC. PASWMEW ME GOLON°ES LLG. POLICY AND L LOCAL POIN ORDINANCES. vim B YM DIFFERENCE AT ONCE. �s �m � 4oe Na:2es-140 PASa .w ay.Mme SHEET 4 OF 5 - -T'BqALPLAT. P.I.N.02-11-276-002 OWIER GRANDE RESERVE - UNIT 23 IN ACCORDANCE WITH THE PLAT ACT#664236 THIS PLAT HAS BEEN SUBMITTED FOR BEING A SECTION 1VBEN OF PART OF THE SOUTHEAST OU QUARTER OF SECTION I TOWNSHIP HI THE NORTH.RANGE 7 EASE R OF SECTION 11.AND PART OF THE NORTHWEST 1AEST QUARTER OF SECTION 12.1DVRNI T NORTH,RANGE 7 FJ69T RECORDING BT: 13F THE THIRD PRINCIAAL MER1l3UN,IN THE UNITED CITY OF YOIB(V0.1E.1�NDALL COUNTY,p1NOB. OWNERS CERTIFICATE sofa ss COUNTY a----------) THIS IS TO CERTEY THAT PASOUINEW-THE COLONIES LLC..AN IWNGS IWITED UANU.TY CORPMAT10N,15 TIE FEE SIMRF MWER OF ME PROPFRTY aSCRIBTD N M FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE SALE TO BE SURVEYED,SUARNMO D.AND RATTED AS SHOWN HEREON FOR ME USES AM PURPOSES NORM SET FORM AS ALLOWED AM PROVIDED FOR BY STATUTE,AND DOES HEREBY AO,-LIEGE AND ADOPT ME SAME UNDER M SINE AND ITLE THEREON PR RO. KENDALL COUNTY RECORDER'S CERTIFICATE ME UNDERSIGNED HEREBY DEDICATES D P PUBLIC USE M LANDS SHOWN ON THIS PLAT FOR STALE O ILLINOIS ) MS,TELEPHONE.C BEETS,ALLEYS AND PUBLIC SERVICES S O HEREBY UNDER RESERVES FOR ANY ELECTRIC. SS. GAS,TELEPHONE,CABLE N OR OTHER TELEC04MUNICATONS COAPMY UNDER FRANWISE AGREEMENT COUNTY a KFNWLL) ME UNITED arr O rdRNNll£.THEIR SUCCESSORS AND ASS!015.M EASEMENT PROVT90N5 WINCH ARE ' MS INSTRUMENT WAS FILED FOR REGMO IN THE RECORDER'S STATED HEREON. GF-OF NMAI COUNTY.II ON THE_DAY a -AD.,20-_AT_0•dDCN-M.AND-3.5 ME UNDERSIGNED FURTHER CERTFY THAT ALL OF THE LAO INCLUDED IN MIS RAT LIES WHIN THE RECORDED IN BOOK__a PUTS ON PAGE BOUNDARIES OF YORKVILLE CONT4UNRY UNIT SCHOOL DISTRCT 115. DATED AT ______.NIS-__DAY O__200_ � RECORDER a OEE05 CNION ly_TF My'�ONIKS.:• COTPd1ATOG MANE CITY CLERICS CERTIFICATE STALE a ILLINOIS ) ADDRESS,535 P AI DIID )SS COUNTY OF KENOIILL) EASEMENT PROVISIONS SUITE F APPROVED AND ACO.PTED BY NE MAYOR AND do COUNCIL a ME ANON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDMSION -TED CITY a YORKVILLE,ILLINOIS,BY OHDNAWE NO._-__ IS H OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE AT A MEETING HELD THIS DAY O==-- 20_.. IS HEREBY RESERVED FOR AND GRANTED TO C13NANONWEALTH EDISON COMPANY.ANISETTE --- --_---_-- ILLINOISa.k.6.ILLINOIS BELL TELEPHONE COMPANY GRANTEES er. TNERRESPELTREUOTEEEANU:CEIP'ON DA6610NN sEVONLL TO 1HRNCT OPEaA,E.RHAELYTNTAN. MODIFY.RECONaTN,LT RERACE SUPPLEMENT.RROGTE HFAgVE aA'Mt0 ME,VIE NA-ANCHO-1 WNEB.CI&fA PRE51DFNt SECRETARY Orr CLERK CONGUYSMAN.-O.IMTEFORMERS.PEOE9TALa EW.PNEM GANNETS OR OT1Efl ACL TE9 UIEDNCONNECTpN WHIN IIMERGROUDTPPN°MI6910NANDd9M9U110N0 FLEL.IC WMMU CATION# URDa AFL9NRLL9'.OVER LNDE0.ALR068. ALONG AImu-tlNMBUTPMEa TIE - W4SC YWXI1)ONM ME (PRINTED NAME)IN CE14T (PRMi£0 NAME)9£dUTAR, MAMOD tANBMNP,VTFJIY EABEME p:TR.T•6A9EMGXT VE.1 11�rAAAyW'ml eavalMTY 0 OPLUMINNOF COMOMNUYING'OW M PUT 3.9 COFLON6LFENNTB 1E PROPIWVOE GNAIMOI MF COUNTY CLERK'S CERTIFICATE ANEAHY_N.T ATEn NU TTHN,UAFACEOF6 aLKONPRN TOI;EMNW MieE RNVNTTO N9TALL rCO GET-#wiS TS CEOs C OT. B.C.NEA OR STATE OF RE6(OS ) ARA.4 TO SERYE NEROVEYEM9 IEEW CRI Un AO+nuNlw SAU CtAnmuH TUNA a1ABNO TIM NOTRGU, RVE AS TREES,WRHES.NDOY&aA,tINGS VINO TOGEAR WSTK+cnwsfxoM THE 91nFAa Aro sLreMALFAEEA9 ML+BG FawwalY NOTARY CERTIFICATE COUNTY O NEW-) WILED NNdpFNT TO THE A WNi91EREIN OVEN.Arm M RNiMTO EN1FA lPW M SUBDIMOEDPNVBIN WRAIL 9Ua1NWWNJER REATEWINULTIWBWN4LL NOTDEPLAOFDOVMR ORNNTEE9'fALLR 9dl N.1AON OROVBTMPILORFRTYWIMINTME4ARE0 STALE a- ) I, -,COUNTY CLERK a NMOALL COUNTY.ILLINOIS, OR DOTTED LINFB(NMYW NaprW4vn)OLIN ME--MMMFD MARE-,VTWm EAlFI•M',TUNIC UTKITYEMEM@,T'.YUE' )SB W HEREBY CERDFV MAT NFRE ARE NO DELINQUENT GENERAL TAMES,NO NHWMr NAWIWwrW WTI1d11 TE,W NwRmB G-&LNl.Ina Glw-EES AnEfl ITETAuAT1oNP ANF wtn HACAn1E8,TE COUNTY O -_ ) UNPAD CURRENT TAKES.NO UNPAID FOREEITEO DANES,AND NO REDEEMABLE ORADEOFM aUaDNIDFD WiOPPATY SHALL N0T6E ALTEfrtD INAMA1NH1503.a i1)N1ENERE NIM TFE P°aEa OPFMTONAND TAX SALES AGAINST ANY O M LAND INGDDED IN ME PLAT HERON ORAMN, MAINTENANCE TEflEO. I, A NOTARY PUBLIC N AND FOR THE COUNTY f1MTHOR CERTIFY MAT I HAYS RECEIVED ALL STA-1 FEES IN CDNNECnON MIinE WMA1OI-MN--eHAL w.vE THEMUNNG SE,IOPTH NOR SUCH TEAMNM'CdOOMaYUMANOPERrvALT', WTH THE PUT HERON DRANK. CHAPTERTBAILCS Ta4ABAMEMEO FMATAF TOTT,F. IE IEAMSCYMONAWAORMFAr ENWFWDAa ALOT.E-CEL ORAREA OrM RVA PnOPNLn.MREFFFK:ML USEAro MA STATE AFORESAID.DO HEREBY CERTIFY MAT __- OVEN UNDER MY HAND AND SEAL O ME COUNTY GAIN AT YOMNLLE, EN,,,VOW Of NNN:X BPFRfNVEO NWHOLEORRIAl APPORT-11 roMSlPwuiHV GYRED ION,PAIItaLB CR A=YARN AND ___ PERSONALLY KNOWN TO ME TO BE ME MERKREDOMLOPVEr,F,AVER TNKIU0x 111KN lNY OE OTPRwI9E nES10NATFn OrN 11E MT11f 16NAS9ucn AS gnLDir, PRE9DENT MD SECRETARY OF_ -�AS SHOWN MOH.APPEARED NNMdS.THIS___. DAY a -_--__-A___ YzNNIdI EL 3._B.N)PVN 9PACE•.N]EENAPFA•,50AWOn GRNAAY.TAN:INC,MU•OO,MON AAFA'.THET-1-aN,w1DNAHEAON BEFORE ME M1S DAY ANO A-NNEEDGED MAY AS MIEN nFFN;FgS,MFY AS -0 MUWREO ME SAID AN't5•µp•COXaIONEIEMFNTS•NCLIA'IE IFK IFOPERn suRFACEOLWrH 1NTEmoR DRhwAYSAro wwlwAra.NUF ExCLLwE9 rIEK INSMUNENT AND CAll5E0 ME CORPORATE SEW.TO BE ArnXED MENEM AS MM FREE AND VOLUNTARY ACT RM PMSNKly OCCI•WRD BVABUrtDNm.NLHV'ry:BU9NIE98 o19,RICr OR ST1ax:11PE99UCH ASAPaOL RE1FNTION Iafn CN AND AS THE FREE AND VOLUNTARY ACT OF SRO CORPOUTION,FOR THE USES AND PURPOSES MERLIN SET MD.TW TK WOAPA1ENr. pFLOCAGTON O FMEHES wu RE DONE BY'OMNItEb AI CA91 a THE OIUM0R4pr OwlaTt IIPON'MRRTEN REQUTbT FORTH. GIVEN:UNDER W HAND MO NOTARIAL SEX NIS__-DAY O UNITED CITY OF YORKVILLE EASEMENT PROVISIONS CITY ENGINEERS CERTIFICATE PUBLIC UTILITY AND DRAINAGE EASEMENT STAR a ILLINOIS ) AN--..BWEA9EMNNTISHFAEBYIESENNEDFOR MD.RMT®T099LAMMI CRAINDON.GORED.MDEa NYERLANE.OMR )S.S PLR1GU TSIL8.ADEOLOEN°OFEAMNO FpANCn19E4 GPAAITEDBY TrE CIIYa YONKVAIE.EUN019,AND NENiFRFECTIVE COUNTY a KEWRt) 9UCLE&SM9 AND A56KRN9 WITHIN THE AREAS SNOVM ON THE RAIAB TURK UTIM A d A-GE EASO.BN•IMAI--p U.B G E)TO CDt191TIUCT,INOKL PECOX6ITWICr.,EPAN. .REMOVE..aEPUDE INMENT.eU1MAIN MDORNATE INaENOROUIOlPAN8M19a.ON Arm I,JOE WYINRO'.GIT LNUNLEfl-ME UNITED GTY a YORKMLTE,DO HENENV DBM BUTTON evainna AND LrFR 1.YmEA TIE auMAce OUMETVamUTIL TV ATANNAO[FAaEAENr,nHCLUaNO WITHOIf LAMAT1pN CERTIFY THAT M REOURED NMROVEMENTS HAVE BEEN INSTALLED OR ME TOTELEPXONEUNEGA9 BIN&¢ECMCLNES.CAKETELEViNMLNE9 AHD-WCESSWYfAL1111PS NFLWTEWNr T1fnETt1.THE K- ALL REOUIRED IMPROVE NDITa.RAL HAS ffEEN POSTED FOR M COMPLETION a RAPO�E6 AND NIOETMAR W ALA-TOTIN9TaALL RE0UPE0lEINICE ECDtMECTIOW UlK11M.-CE F AGHLOT U9ESANU fl- a`-D` UGHU SERJ[TO IMPaaEMEMaTHeREQN DATED AT YORNVUE.UNOS THIS_DAY Of___-.200. A NDNEKCwsnE EieEMENr 1e A3so IEMWMr RFSERYER FOR AND GRANTED ro Ire WHFO aM a rD+NVUE.N✓RlaroclNUTRUCT, SEIML,RARMS. aDNIV N,9NOVE,IE, (.Alm THINTTAR Des FORMEraNASM ANM l MSWeou*mNOwAM.a. sroRM INBYEPB.gAMIAMOSEwERSAw ELACTRIaTr.vnMN M AREAS srowN Dx M,NAT As TNEUC m LT'A DRAENGE _ EA9EMfaT,IOOEMpi WI111 ARIGHTDFACLE88 HERETO iDa MF PERSONNEL AND EgAPMExT fELE99Am'AND iFW 1rND POH SUN O1Y ENCNEEF IPEa MD,AAPDNE9. 904ERNAEDEWINESMENERFIW GRANTEDMRGMTOENYERLIPONEASEA MWMMDFBCRMDFORTIEUEa HEREN CITY COUNCIL CERTIFICATE aEroamumMNlexl rD Iu.rNN.oa WEMGJE AVIV TREES.sHRAB.aLGMN a"NYS wrMN rxe AREAS DeswrulEO M T1MW1c STATE OF NI MAMA CaA) ORAN^DE EA9B.NGTr-WHCN NIE16flLE WTIMM4Y1N9RWCTON.N°rM1ATaN RECG1aTM1C11aN RFPAa PFA1wAL. )� MPUExr.MA1MErNKE Arm a,>PNMLTaNOE ME Te9aa.oTw•NBMESIOnAwasmeLmansreYeM9 AND f+LeEnles CW-O KENDAL APPUflYENAM rHENE20.NDPBIIAYlONI MALLYgB,BRaDRRE9.GI O&9TRULIKKE SEMU DE LO-N.,M,IRON.ON OVEx NIY ) AEA90EBNIFNT®A9TU41C IRIIITYa DRIJNAGE BAINBR•.NR 9UCNPAF/S WY Be UIEO fOR 9AIOCN&9HWSe.TRE&S. APPROVED AND ACCEPTED BY ME NAYN AID.11 COUNCIL OF ME L/'N WUPNO'LaAeA'AYS'uOOM°RPEL"1m RMP0aa TxAT OO NOTUNNF 4ONANV NTIMPUEW-THE U9E4 HEREIN DESOR VIED UNITED C'.TY O YORKMLLE ILLINOIS.THIS_DAY O____ 200_ THG OCCWATmHMGUN4 MErIONENdM9MEEA9EUWTIIF,ENGRANTEDAND P69FNVE0 FORTHE ABOVE NASD MnIIEaeY IEO01'm oYrPA®�inTPB fCR W'H1LH sNIK:FIEABEUErITRa ~FnA�T®MoMaERVM.rlaE cROSaIND 3.w asOU. Nn or ado EAStMDNTNNYMABOVENANEGENTMEN MYLLeE DaENNxx rA-MINGARNOT TO-EINFIRMTH OwAON.MmmNe SURVEYOR'S CERTIFICATE MAYOR ANr NRYARMGNMD DYMIWnON aYNTUM9 AND FACILmEa APPURTNIwNr MLREro FXMUNGWTMINMFA9EMENM SE1uc STATE OF ILLINOIS ) CNO99ED Oa 1ELKOBgO.uo USE dHOCO1PATON OF SAID GAeEAEN-s1W-IEAnGLE xAMED FNI'IESbnNLGWE 3.+r C1NNEM )B.G. o1nEN.-OACHANDPI.URFACEDPANAOEVATIETBS. COUNTY OF WPAGE) .. N3 ANY'WON OBE PERfOWARm SV TE LN iEO CGYOf vL1aMLLEEASEMENiRTT9 HEREn 9Am CITY HORN:NO OWOAINMw1r1 NEWECT 108UR,ACt ON 1NCLLDNG 0IR LMTEDTO THE THIS IS TO CERPOR NAT EVE,1114-052 TECHNICAL SURVEYED A40 INC.PROFESSIONO DESIGN EESCRLAID NWSTORATIDN.� rAACEMBROAAVPMEHi.-01FTM,16 IRE oR O1RI.WBERY PNOArPn.HOWEVER Tw,TSUO SURVEWNC CORPORATION M.184-00211],NAPE SURVEYED AND SUBdNDEO M FOLLOWING DESCRIBED CTD•91MLLEOBtN.LIED,FOLLOwIW SJCHMA!RFNANCE wdK roMO01LLAnDUWxDAU TTENLNOLFATED 90 AS roaErAN MOPERT'n sGTLNE duuwaero wo PArGH Ax+AwNAT oN rDNaEreeLYPACE ToNEMwE AL EXasa OEMB AHD BPOW,Arm ro LEavE uuMEMANEF#RSA N 4OFNERALY QFANAND WDgpMrATE OXNOR4N. MAT PMT OF ME BOVMEAST WARIER a SECTION 2,PART Of M NORNFAST QUARTER a SECTION 11 ME MID PART O TIE NORTHWEST WARIER O ECGM 12.TOWNSHP 37 NORM,RANGE 7 EAST a M MIND STORMWATER MANAGEMENT EASEMENT PROVISIONS PRINCIPAL MENIOM,DESCRIBED AS FOLLOWS: MEASEAErR IS HEREIry RESERVED FOt AND GflMlIED TONEUNrn:DCm OF VOraN4NE MOro1T9911CLE8aDRa AND A6NGNS.OVEN BEGAII AT M IRO!ME FOUND AT ME SOUTHEAST CORNER OF SAID SEC"t MERLE NORTH Be; ALL OFTEEAWA8MNYEOSTOpAVATERMRMWWENTFA1EAeM•4RS' wS.ME.)OFM MT FORTE PBtl'EIU.4 R9Mf. DEGREES 22 MINUTES 30 SECONDS EAST ALONG ME NORTH UNE OF SAID SECTION 12,A DISTANCE OF 86.34 PRMIECE.AHD MMOPfTY TO&1RVEY.CYINSINULY,aTHDN6NUCT.RM.M,INIPECT,NANRANAND OPERATE BTORN 6EWEINB N.'D M CITY PLAN COMMISSION CERTIFICATE 91DNMWAItN W,NMOO.Em MU.IOGETNFRWIM MYNm AUHECESSAm NNNI10LeE.GTCR BKIn&9MHMVeME,E,wA'IEN FEET TOM AMMIM:ST CORNEA O LOT 211N B,,,SERRY KNOLL PHASE IL WING A SUBOIN9W a PART STATE O RUNGS ) EIELTRILANDCOMMUYCAYONLMUS.00NECTOFIS DITCHES,aWAE&N+DOTERBTRULTLRNMARM PnMIEFaw tW AGE a SAD SECTION 12,ACCORDING TOM PLAT THEREOF RECORDED OCTOBER 24,2001.AS DOCUMENT NUMBER wYIEDEEMEONEGE999RlWSAIUCTYONER,UONALOW.MDERANOTHWAGHSVIO'NDIUTEDEREMENTTODEYHERWRHM 2003000MB566;THENCE SOUTH 04 DEGREES 41 MIMITES D9 SECONDS EAST MONO ME WESTERLY UNE a )SS RIGNTaPtCE9B ACA0118 HE NIDPFRM FORRH£85AN'r MEN ANDEWNREMMWANYOf ME AeCVE VAIN MERIDRBALNO SAD BLACKBERRY KNOLL NAM S AND ALONG ME WESTERLY LSE OF SLACIONARY KNOLL PHASE IN,BEING A COUNTY O KENDAL) GaeNrtO Tn IX+IOMw.TR.-REMOVEANT HWES.IHNR,-OrlEifV.`.NEGAW-,TINT IN,OU.AANME SuMIMSON OF PART a OAID MCTON 12.ACCOROINC TO ME PUT MI RECORDED SEPTEMBER 24, APPROVED AM ACCEPTED BY INC RAN COMMISSION O M OPERATION OF7E'11EA6ORDTER IREmE9.NDPEwANIMT MJ9DNNH awLU.BEPUfEOOHaAN,wSELEHT.UTt14N0f roTEE 2004,AS DOCUMENT NUMBER 200400028]09 A DISTANCE a 2.554.13 FEET TO ME SOUTHWEST CORNER a Ia000.APHY ON 9roMWtATFA MMMLEIMO 9MULTUREB W,MM THE EMlMEM AABVNNLLaE MAZE WILHOU2OOIE98 WWrtiBH UNITED OTY O YORKVILLE,ILUNCS NIS-DAY UF __200_. cCEEMTOF TEE CnY ENOMEDR e1n BANE w,v[E UBEDFONPLnP09E9 HAT OO rIOT 11P-I Oa UTOHIN,EaFERE wrtx NEAFOIERAIO SAD BLACKBERRY KNOLL PHASE E.SAD POINT BEING ON NE SCUM UNE OF ME NORTHWEST WINTER O �� SAD SECTION 12:THEME SWAN TS 12 DEGREES 22 MINUTES 59 SECONDS WEST ALONG SAID SWAN UNE O THE __ __ NORTHWEST QUARTER O SECTION 12 A DISTANCE OF 278.28 FEET TO M MW PPE FOUND AT ME MO.W,FROFUEwmPE WT LREMANM9PaNMNEFMMwNM*AV>CL N10OIXA MTDEFMm NECEe6A AND cm SOUTHWEST CORNER O SW SOUTHWEST OUR"a SECTION IT.THENCE NORM 01 DECREE OD MIMJTES 27 APP1mEraLr+cGW.Txctmn9DCT'-xvrpMel FVnII RRR1RMaiv XCOND°WEST 31.x2 FEET:MOM,HORN 00 GWO,19 MINUTE!53 SECONDS-1 486.93 FEET(MENDS A-REEROF MUMTIDGM OY4RMIE. CHAIRMAN NORTHEASRRLY HOUR ALONG ME ARC O A CURVE CONCAVE TO THE EAST,HANNA S RADIUS S AN E OF 2. HAVING A CHORD BEARING O HORN 34 DEGREES 15 MINUTES 24 SECONDS EAST,A dSTMGE OF 12.4]FEET; PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS MERGE SEWN AS DEGREES 3 MINUTES 46 SECONDS WEST 125.01)FEET;THENCE NORTH W DEGREES 26 CITY ADMINISTRATORS CERTIFICATE TIE LANDED LITYaroFMMLLE11a SUF�9a0PR.LICENSFE9 AND ASSGNS.AFNt HEraer DNlR rAeEMENr RICnrsoYERAUAaF.uw YMUKS 11 SECONDS WE5T INLM FEET TO A PONT OF CURVATURE;HENCE MATHWESTENLY ALONG M ARC STATE a ILUMS ) NwT NIANGEDTAR99TRMN EA9EMNT•,9F01PIJL FA9f-M,HT.T6DNSTRMN AAm BIHE TRAI.UaE10xr ON TOaNNATM O A CURVE CONCAVE TO THE NORTHEAST,HAVING A RADIUS O 350.00 FEET,HAVING A CHORD TRAINING a )SS µwAO,MENTEASEMENT,TO aP61a11CT IHeTALL,RxnremlA:r.IWMAR N9AIA41ERAta'.INaP,!Cr,NANTAINANOOPDNT[ NNW N DEGREES N MINUTES 43 SECONDS WEST.A DISTANCE a III-MS TO A POINT O TANCENCY, COMITY OF KENDALL) PEO MAD MCFCLE MAA9.PAWUMNPAVEO,FORTHEUSEANDEN.IOYMANTO-IMOENERA PUNKC THEAN WrvwVEU MERGE NORM 28 DEGREES 03 MINUTES 12 SECONDS WEST 160.75 FEET;MEND NORM 61 DECREES S6 EMRE9 MEIENESYCR MDTMRMMro,NTNNLP WEMENTSHDEINDE9CN,EUFONTHENBU8 ENSE MWH-A ... MINUTES 48 SECONDS EAST 10.20 FEET;MENCE NORM 26 DEGREES 03 MINUTES 12 SECONDS WEST 73.08 APPROVED MO ACCEPTED BY M CITY ADMINISTRATOR a M RQWR`CIR.T1,MMEB-ANY r11EES.MMU&NOIm xERPUNTSNRHNMFAYMEMAREA3HERENGNANEDIMICH FEET;THENCE NORM 10 DEGREES W MINUTES DS SECONDS WEST SOW FEET:MERGE MONTH 01 DEGREE 07 TN,crNIN N9TALLATOH,Tm.COAN1T1uCTd1.MEAN.RNVGA,l NEWADEMENT,INSPECTION,MAINTENANCE UNITED CITY a YORKVILLE,LUNOS,NIS----DAY OF 200_ AM OPENATdHTHFREOF,NOTB.PORANY OR P6RWNVN,OULONG9,81a11L1-PE9 GR OOSTmN%nOxS awLLL,E M(£D ON 1)^R OVEIL MNUIL]iJ SCCS1N05 WElT 00.W FEET;MEIVS NDLM aB OEaIEC!52 4NV1C9 47 3ECOIm^u CAST ZB.DO sAlD Ie0.4utENTSTHAT mTFAfERE WITH MERERrtsEE,EINCwN-ED. FEET:THENCE NORM 01 DEGREE 07 MINUTES 13 SECONDS WEST 12000 FEET;THENCE SOUTH BB DEGREES W MINUTES 47 SECONDS WEST 41.00 FEET;THENCE NORM 01 DEGREE 07 MINUTES 13 SECONDS WEST 95.00 atY ADYNISIR/,TOM ------ FEET;MERGE SOUTH 68 DEGREES W MINUTES 47 SECONDS NEST 80.00 FEET.THENCE NORM 01 DEGREE 07 LANDSCAPE BUFFER EASEMENT PROVISIONS MINUTES U SECONDS NEST 3°.00 MCI,THENCE SWAN M DEGREES U MINUTES 47 SECONDS NEST 90.09 MM,R,GI.DPYOTRMINE.^9 SLCC&SaR&LM:fN9EE6 AM ASSIGVS.AHN nEIEBV ONFN FA9EMDrt PoOxTS OVONAU AREASw FEET;THENCE NORM O DEGREE 00 MINUTES 54 SECONDS NEST 184.53 FEET;MERGE SOUTH 88 DEGREES 59 MEN ATMANNED^.ANIwDA2BUPfNF,:AOIaH,•m-IOU NBTKI MM.wNTAN.INRPCOT.ISiaVi MDla:,ua:TRffa.cIHR1sB, MINUILS 118 SEC-MET 31.00 MET MENCE NORM 01 DEGREE DO MINUTES 54 SECONDS NEST ao.00 KENDALLCOUNTY RIGHT TO FARM STATEMENT °B°'E°,r'R"°°,"L""n•GroL"°L°LCNS"I"'oTHER FORMS DF VSOErATIONAw 1ArroNwnNO FTS.11Aa:s.ra TEwoRAaroR FEET;NENCE SOUTH N DEGREES 54 YNURS OB SECONDS WEST 100.W FEET:THENCE MAN O DEGREE 00 PEAUMER BUIIDNE,STNDTLIRE30RWBIMRTONS9NALl1EPUCE00NOROVERSADEA9ENMTSNDR9HAL ICI INUTM 54 SECONDS WEST VOO FEET;THENCE NORM 88 DEGREES 52 MNUIES 06 SECONDS EAST 36.65 NOTICE: VCOETATCHNEROIOVRD.(ENCEPTTO,HET•-DIN AGNIKSBASEDVE OETATIONWIML PtEVEOETMIOXLWTnmUTMEWWRTEN FEET;THENCE NORM 01 DEGREE 00 MINUTES 54 SECONDS WEST 41.00 FEET;THENCE NORM N DEGREES 59 NENOALL COUNTY HAS A LONG.RICH TRADITON IN AGRIMLTURE AM RESPECTS MR -cf-INITEDaTVOFWJONILLE. ME NDEE MAT FARING CONTINUES TO PUY N SHAPING M ECOIFAIC FEET,ES 06 ENO NORTH 8851 GORES A 1: NONCE NORM 01 DEGREE 00 MINUTES 54 SENORS WEST 80.00 NMUTY O ME COUNTY PROPERTY MAT SUPPORTS THIS INDUSTRY IS O G,,NEPiRPE _L,NEPEFdETMUYHt9VdFN.E ,O PROPERMAINTEINIIfEOMLA1mBLMEBUFFw FEET;11HENCE NORRM 88 DEGREES 50 MINUTES OB SECONDS EAST 71.00 FEET:DEVICE NORM O DEGREE 00 INOCATED BY A ZONING INDICATOR-A-1 OR AS SPECIAL USE ANYONE EAaELLENTA1Fws MDAPFAImEN-1 MINUTES 54 SECONDS'WEST 12000 FEET;MERGE SWAN SO DEGMLTS 59 MINUTES 08 SECONDS NEST 76.00 CANSTRUCTNG A NESNWT ON FACILITY NEAR NIS ZONING SHOULD M AWARE FEET;MINCE NORM Ot DEGREE DO MINUTES K SECONDS WEST SD.00 FEET;MERE NORM M DEGREES 20 MAT NORMAL AGaWLT1RA PRACTICES MAY RES'LRT N OCCASIONAL SMELL# MINUTES 26 SECONDS LAST 28.73 FEET;MERGE NORM 55 DEGREES 25 MINUTES 31 SECONDS EAST 12000 DUST,SORTS MDSE.AND UNIQUE HOURS OF OPERATION NAT ARF NOT TYRICAL PET;HENCE NORM 34 DECREES 34 MINUTES 29 SECONDS WEST 76.00 FEET;MEND NORM 55 DEGRELS 25 FR Z N MT.131 SECONDS EAST 60.00 PEST;THENCE NORM J•DEGREES 34 MET-.F AN YGLMOS Y05T 9100 AREAS nT^ MINUTES HENCE COND 55 DECREES 25 INURES 31 SECONDS 5'_AST ES2 FEET;HENCE ROOM 34 DECREES 34 `+�r yy EWNUTES 29 SECONDS wE5T 120.00 FEET:MINCE SEWN 55 DEGREES 25 MET;THI 31 SECONDS WEST REES • 1 ,N z • Y 3{;• -: FEET;MENCE NORM 34 DEGREES J INURS 29 SELMDS EAST 70.22 FEET;THENCE INONH 26 DECREES 02 t' MINUTES 52 SECONDS WEST 88.00 FEET;THENCE NORTH 63 DEGREES 51."IT.S ON SECCNCS EASE 2599 FEET;HENCE NORM 26 DEGREES 02 MINUTES 52 SECONDS WEST 283.50 FEET;MENCE SWAN U DEGREES .i�:. MORTGAGOR'S CERTIFK:A 1 57 MINUTES 00 TCONDS WEST 607.42 FEET;MERGE MONTH 01 DEGREE W MINUTES 54 gCON05 NEST M.. STATE O_..___-- ) FEET TO HE CENTERUNE a GALENA ROAD(FORMERLY CMMNBALL MAIL);MENCE NOT1H 03 DEGREES 57 MINUTES OB SECONDS EAST AONG SAID CENTENLINE Wa.94 FEET TO A POINT OF WRVATIIFI NMCE COUNTY a __-)) �y NN,,RSTERLY ALONG THE CENTERLNE O SAID GALENA ROAD.SONG ALONG THE ARC a A CURVE CONCAVE HOLDER a A MORTGAGE ON THE P o4w TO THE NORTHWEST.HAVING A RADIUS a 2.291.84 FEET.HAVING A CHORD BEARING O NORM 57 DEGREES IEREBT CONSENTS TO NE EXECt MD RECw NG O H[ABOPF AND GCRF3'RWG MAT O NO N MINUTES 39 SECONDS EAST,A DISTANCE O 496.x5 FEET TO A PONT a TANGENCY;THENCE NORTH 51 HEREBY SUBMITS ITS MORTGAGE RECORDED _ _ AS OOCUENT NUMBER DEGREES 32 MINUTES 10 SECONDS EAST ALONG SAID CENTERLNE°911.72 FEET TO A SPUR FOUND;THENCE IN M OFFICE O ME RECURDER a DEEDS. __CO'JHTY,ILL:Ndi•ro AL O SQUN 01 DEGREE 10 MINUTES 35 SECWDS EAST 289.50 FEET TOM PUCE a BEGNNING;IN ME TOWNSHIP ME PRONE..HEREOF. O NRISTO,KENDALL COUNTY.ILLINOIS, IN MTRESS WHEREO.ME SA4 FFW3M5 NAS CSED NIS INSTRUMENT TO BE SIGNED BY ITS DULY AUHON]EO O M ITS WNLAIfAT-- AU ME TURNER CMVFY MAT NO PART OF ME ABOVE DESCRIBED"OPERTY IS LOCATED MTHIN A SPECIAL MS____-DAY OF 2C- ROD HAZARD AREA AS NC IOENTFIED BY ME FEDERAL EMEROEY MMAGEMENT AGENCY BASED ON FIRM - - 17GO41-00200.DATED,JULY 19,ING.ALL OF M PROPERTY IS LOCATED IN ZONE G AREAS OF MINIMAL FLOODING. WE FURTHER COI MAT WE HAVE SET AL SUBDIVSON MONUMENTS AND DLSLMBED HEM ON THIS RNA PRNTED NAME AND TILE -----_ PUT AS REQUIRED BY M PUT ACT(UNOS REVISED STATUTES 1977•CHAPTER 108 SECTOR 1). ATTEST:_ __-_- ___-�__ WE TURNER CERTIFY NAT ME PROPERTY SHOWN ON THE PUT HEREON DRAWN IS STUATED MMIN THE -� CORPORATE UNITS O ME UNITED OTY a YORKVILLE.LENDS,WINCH S EXENOSNC M SPEOA POWERS f AUMMnD BY W,,N 12 a ARTICLE 11 a ME IIUNDS MUNICIPAL CODE AS AMENDED. PRINTED NAME AM TITLE f WE FLIRTER CERTIPY MAT TINS PAT AND SUBOV9tIN MEETS ME CURRENT REQUIREMENTS OF A BOUNDARY R SURVEY AS DEFINED BY StATUYE. NOTARY CERTIFICATE GIVEN UNDER OUR HAND AND SEA AT NAPERVILLE,ILLINOIS•THIS_DAY O AD..200_ STAVE OF_ ) ss o9uNTY of_--- ) p�69Wiw.o<WA1 A NOTARY PUBLIC IN MO FOR ME COUNTY STATEOF AND STATE AFORESAID,DO HEREBY COITFY NAT _ PROYe49NML AND __-___PERSWALLY NND1N ro ME-10 BEHE a.WNEVDR 4 3/18 W PER RENEW dE� PRESIDENT MO.SECRETARY OF_ AS B$1pONN A.W.APPEARED BLIGHT ME Y MD AG(NDMUDOGED MAT AS THEY MONEO MD pE11VGRED ME^uA10 INOHUMENT ANO ADG LEGAL DESCRIPTION CAUSEM COED AM SEAL TO BE REFINED I1HER[TO AS TER FREE AVID VT M-Y ACT AND AS M FREE MD RUSSELL W OSETN,PLS#2]18 REVISE PER OIENTS REVIEW TARY ACT a SAO CORPORATION.FOR HL USES MD PURPOSES NORM ET ELAN. VICE PRESIDENT � 'W tADD STREET NAMES OWN UNDER MY HAND AID MYRNA.SAL THIS_ DAY O 20_-. UCENSE EMPIRES 11/30/06 ISSUED ON -- A NOtMY PUBLIC �� Al3AN W PRDIBBONIL UIOEMaYG0. N3.W30NM ee>E5• MIDWEST D FORT -- PREPARED FOR: - •FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN TECHNICAL BRUCE A IRNUCKEAETER,v.L.S#2456 PRVA a• HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE ' CONSULTANTS,BIG CASOUIMELLI ME IDI..LUG. PRESIDENT POLICY AND LOCAL ORDINANCES. UND LICENSE EMP6ES 11/30/06 •COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY myFNN ....mN. DIFFERENCE AT ONCE - Sru1AR4 NI»na,xe5-1+0 PA6G NYw Br:ME�� SHEET 5 OF 5 _.... xAFYWn1A.1u°tAS mM2