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Plan Council Packet 2006 04-27-06 2`Aw Cyr o United City of Yorkville 800 Game Farm Road EST. , � 1636 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 <LE ��'�• PLAN COUNCIL AGENDA Thursday, April 27, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Correction: March 23, 2006 2. 9:30am PC 2006-05 Bristol Ridge Preliminary Plan 3. 10:00am PC 2006-17 Grande Reserve Unit 18 Preliminary/Final Plat 4. 10:30am PC 2006-18 Grande Reserve Unit 19 Preliminary/Final Plat 5. 11:00am PC 2006-19 Grande Reserve Unit 20 Preliminary/Final Plat 6. 11:30am PC 2006-22 Heartland Crossing Preliminary PUD Plan 7. 12:00pm PC 2006-31 Tuscany Plaza Special Use Request UNITED CITY OF YORKVILLE County Seat.of Kendall County 800 Game Farm Road Yorkville, IL 60560 630-553-4350 Fax: 630-553-7575 PC# APPLICATION & PETITION Please Check One: _X_Preliminary Plan Final Plat Development Name: BRISTOL RIDGE Date of Submission: 3/17/06 1. Name of Petitioner(s): BRISTOL RIDGE,LLC Address: 800 Roosevelt Road,Building A, Glen Ellyn, IL 60137 Phone Number: (815)530-5311 Fax Number: (815) 230-9559 2. a). Street address and physical location of subject property: East side and west side of Cannonball Trail, South of Galena Road. b). Legal description of property, attach as Exhibit"A". c). Total Acreage: 190 acres. 3, Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Kevin M. Carrara, Rathje& Woodward, LLC, 300 East Roosevelt Road, Suite 300,Wheaton, IL 60187. Attorney: Name: Kevin M. Carrara,Rathje&Woodward,LLC Address: 300 East Roosevelt Road, Wheaton,IL 60187 Phone Number: (630)668-8500 Fax Number: (630) 668-9218 Engineer: Name: Jacobs&Hefner Associates,P. C. Address: 1901 S. Meyers Road, Suite 350, Oak Brook Terrace,IL 60181 Phone Number: (630)942-9000 Fax Number: (630)942-1774 Land Planner: Name: Gary R. Webber Associates, Inc. Address: 224 S. Main Street,Wheaton, IL 60187 Phone Number: (630)668 7197 Fax Number: (630) 668-9693 F . 4. Submit the following to the Deputy Clerk in older to be scheduled for-the necessary _ --committee meetings. An incomplete submittal could delay the scheduling ofyour project. a. Original application with legal description plus 40 copies. b.. Appropriate filing fee(Please refer to Page 3 of this.application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of 1. 6 sets of preliminary Plans/Final plats folded to fit in a.10"x 13"envelope 2., 6 sets of Landscape Plans folded to fit in a 10"x.13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15.full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (An legal property owners signatures or their authorized agents(i.e.Plana, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of 200 , a2 Notary Seal THISAPPLICATIONMUST BE NOTARIZED. A 7� Y71U $SON rot. rr Z'=i.,0'Er rw OF°I�S6u' , ..., ✓u✓`pt^�c�u J''3'`d`'C�'�/V`d``d`Yi"/::sV✓vW4.,i Page 2 of 4 United City of wkvii le Prelhainary/Fiu1 Plat Application Revisod 225/04 ....— PRELBUNARY PLAN/MAL PLAT PETITIONER ROUTE Step 1: Petitioner.must submit a completed application,fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County,Illinois Department of Transportation,Illinois Department of Natural Resources,U.S.Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. 'Preliminary Plan Fee-$500/Final Plat Fee- $500 a. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre $1,000; over 1 acre but not over 10=$2,00 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100=$10,000 over 100 acres=$20,000 e. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator,environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for.reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated Step 2: Plan Council:`The Planning Council meets the 2"d and 0 Thursday of the month at 9:30 a.m, in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: .City Administrator, City Land Planner, Sanitary District Director, City Engineer,Building Department Official,Emergency Medical Rep,Public.Works Director,Executive Director of Parks and Recreation,Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only;Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m at the River&ont 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 13 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 4 United City of Yorkville Preliminary/pinat plat Application Revised: 224104 Step 5 economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.nL in the City Hall Conference Room. All projects (regardless of a positive ornegative 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 Ofthe,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 Pte• If this project has included an annexation and/or zoning petition,a Public Hearing will be held at this time with notice given by publication. Any annexation agreement,PUD agreement or . development agreement must be signed by Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading-P and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds,and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Cleric for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to.have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must'be current before this project can proceed to the next scheduled committee.meeting. Please sign and return(retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road,Yorkville,Illinois 60560. Date S• of Petitioner Page4 of 4 United City of Yorkvfflk Prefnninary/Finai Plat Application Revised: 20/04 D482 Boundary description for parcel adjacent to Cannonball Trail in Yorkville,IL. Pacific Development March 16,2006 LEGAL DESCRIPTION: A PART OF THE NORTH HALF OF SECTION 15,TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT A POINT ON THE EAST LINE OF THE PUBLIC HIGHWAY LEADING NORTH FROM HUNTSVILLE,IN SAID SECTION,AT A POINT WHERE THE EASTERLY LINE OF SAID HIGHWAY INTERSECTS THE SOUTHERLY LINE OF ELIZABETH RIDER'S LAND;THENCE EASTERLY,ALONG THE SOUTHERLY LINE OF SAID ELIZABETH RIDER'S LAND 315 FEET, TO THE SOUTHEAST CORNER THEREOF;THENCE NORTH,AT RIGHT ANGLES WITH SAID FIRST LINE ALONG THE EAST LINE OF SAID RIDER LAND,TO THE CENTER OF SAID BRISTOL ROAD;THENCE NORTHEASTERLY,ALONG THE CENTER OF SAID HIGHWAY,TO THE SOUTHERLY LINE OF LAND BELONGING TO HARRY C.ECCLES;THENCE SOUTHEASTERLY ALONG THE SOUTHERLY LINE OF SAID ECCLES LAND,TO A POINT IN SAID SOUTHERLY LINE 60 CHAINS FROM THE EAST LINE OF SAID SECTION;THENCE EAST, ALONG THE SAID SOUTHERLY LINE OF SAID HARRY C.ECCLES LAND TO THE 8TH SECTION LINE,AND BEING THE WEST LINE OF N.C.RIDER'S LAND;THENCE SOUTH,ON SAID 8T" SECTION LINE AND RIDER'S WEST LINE TO THE RIGHT OF WAY OF C.B.AND Q.RAILROAD CO.;THENCE SOUTHWESTERLY,ALONG THE NORTHERLY LINE OF SAID RIGHT OF WAY OF SAID RAILROAD CO.TO WHERE THE SAME IS INTERSECTED BY THE NORTHERLY LINE OF JAMES KENNEDY'S LAND;THENCE WESTERLY,ALONG THE NORTH LINE OF SAID KENNEDY'S LAND,TO THE NORTHWEST CORNER OF SAID JAMES KENNEDY'S LAND; THENCE NORTHERLY,ALONG THE HIGHWAY TO THE PLACE OF BEGINNING,INCLUDING THE EAST HALF OF HIGHWAY WESTERLY AND BORDERING ON SAID PREMISES,AND CONTAINING 69.06 ACRES OF LAND;EXCEPTING FROM THE ABOVE PREMISES TWO LOTS 4 BY 8 RODS EACH IN THE SOUTHWEST CORNER OF THE ABOVE DESCRIBED PREMISES, HERETOFORE DEEDED TO JOSEPH KENNEDY AND JAMES KENNEDY,SITUATED IN THE TOWN OF BRISTOL,KENDALL COUNTY,ILLINOIS, EXCEPTING THEREFROM THE FOLLOWING DESCRIBED REAL ESTATE HERETOFORE CONVEYED TO COMMONWEALTH EDISON COMPANY BY DEED RECORDED AS DOCUMENT NO.73-1974,TO-WIT: THAT PART OF THE NORTH HALF OF SECTION 15,TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE EAST LINE OF THE WEST HALF OF THE NORTHEAST QUARTER OF SAID SECTION 15 AND THE NORTHWESTERLY RIGHT OF WAY LINE OF THE BURLINGTON NORTHERN(FORMERLY CHICAGO,BURLINGTON AND QUINCY) RAILROAD;THENCE SOUTH 74 DEGREES 19 MINUTES 17 SECONDS WEST ALONG THE NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD,A DISTANCE OF 2910.45 FEET TO THE SOUTHEAST CORNER OF"REEVES"LAND DESCRIBED IN DEED RECORDED MARCH 13, 1952,AS DOCUMENT#101936;THENCE NORTH 3 DEGREES 10 MINUTES 43 SECONDS WEST ALONG THE EASTERLY LINE OF SAID"REEVES"LAND A DISTANCE OF 12.80 FEET TO THE NORTHEAST CORNER THEREOF;THENCE NORTH 81 DEGREES 50 MINUTES 18 SECONDS WEST ALONG THE NORTHERLY LINE OF SAID"REEVES"LAND,A DISTANCE OF 340.18 FEET TO THE INTERSECTION OF SAID LINE WITH A LINE DRAWN 150 FEET NORTHWESTERLY OF, MEASURED AT RIGHT ANGLES TO,AND PARALLEL WITH THE NORTHERLY RIGHT OF WAY LINE OF SAID RAILROAD;THENCE NORTH 74 DEGREES 19 MINUTES 17 SECONDS EAST ALONG SAID PARALLEL LINE A DISTANCE OF 331.83 FEET;THENCE NORTH 15 DEGREES 40 MINUTES 43 SECONDS WEST,PERPENDICULAR TO THE LAST DESCRIBED LINE,A DISTANCE OF 40 FEET;THENCE NORTH 74 DEGREES 19 MINUTES, 17 SECONDS EAST ALONG A LINE 190 FEET NORTHWESTERLY OF,AND PARALLEL WITH THE NORTHWESTERLY RIGHT OF WAY LINE OF SAID RAILROAD,A DISTANCE OF 2941.14 FEET TO THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER;THENCE SOUTH 0 DEGREES 13 MINUTES 40 SECONDS WEST ALONG THE EAST LINE OF SAID WEST HALF OF THE NORTHEAST QUARTER,A DISTANCE OF 197.57 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL COUNTY,ILLINOIS, ALSO EXCEPTING THEREFROM THAT PART OF THE NORTHWEST QUARTER OF SECTION 15, TOWNSHIP 37 NORTH,RANGE 7,EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE INTERSECTION OF THE CENTER LINE OF CANNONBALL TRAIL(BEING THE CENTER LINE OF STATE AIDE ROUTE 10,SECTION 19-15D)AND A LINE DRAWN PARALLEL WITH AND 80,0FEET,NORMALLY DISTANT,SOUTHERLY OF"ELIZABETH RIDER'S LAND",THENCE EASTERLY ALONG SAID PARALLEL LINE 239.10 FEET;THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,354.96 FEET TO THE NORTH LINE OF A TRACT OF LAND CONVEYED TO JAMES KENNEDY BY A WARRANTY DEED RECORDED ON APRIL 21, 1882,IN BOOK 48 OF DEEDS,PAGE 480;THENCE WESTERLY ALONG SAID NORTH LINE, 106.70 FEET TO THE EAST LINE,AS OCCUPIED AND MONUMENTED,OF LANDS CONVEYED TO GEORGE MEWHIRTER BY A WARRANTY DEED RECORDED MAY 1, 1899,IN BOOK 55 OF DEEDS,PAGE 25;THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,BEING ALONG SAID EAST LINE AND SAID EAST LINE EXTENDED 132.0 FEET;THENCE WESTERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 190.33 FEET TO SAID CENTER LINE;THENCE NORTHEASTERLY ALONG SAID CENTER LINE,TO THE POINT OF BEGINNING,IN BRISTOL TOWNSHIP, KENDALL COUNTY,ILLINOIS. ADJACENT RIGHT OF WAY: ALL THAT PART OF CANNONBALL TRAIL RIGHT OF WAY ADJOINING PARCEL ONE,ALL IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE,KENDALL COUNTY,ILLINOIS. D292 Boundary description for parcel adjacent to Cannonball Trail in Yorkville,IL Pacific Development Reviewed by RPaulik on: January 12,2006 LEGAL DESCRIPTION: THE SOUTHEAST QUARTER OF THE SOUTHEAST QUARTER OF SECTION 9,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN(EXCEPTING THEREFROM, THE WESTERLY 515.74 FEET AND THE SOUTHERLY 735.50 FEET,MEASURED ALONG THE SOUTH AND WEST LINES THEREOF);ALSO THE SOUTH HALF OF THE SOUTHWEST QUARTER OF SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN;ALSO THAT PART OF THE SOUTH HALF OF THE SOUTHEAST QUARTER OF SECTION 10,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN LYING WESTERLY OF THE WEST LINE OF LANDS CONVEYED BY NELSON C.RIDER TO JERRY W.RIDER BY WARRANTY DEED DATED OCTOBER 15, 1911 AND RECORDED IN BOOK 66 AT PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62;AND ALSO THAT PART OF THE NORTH HALF OF SECTION 15,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID SECTION 15;THENCE EASTERLY ALONG THE NORTH LINE OF SAID SECTION 15,A DISTANCE OF 53.65 FEET;THENCE SOUTHERLY,ALONG A LINE WHICH FORMS AN ANGLE OF 89 DEGREES 23 MINUTES 46 SECONDS WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE(MEASURED CLOCKWISE THEREFROM),332.40 FEET TO THE NORTH LINE OF THE GLAD-ELL SUBDIVISION FOR THE POINT OF BEGINNING;THENCE NORTHERLY,ALONG THE LAST DESCRIBED COURSE,332.40 FEET TO SAID NORTH LINE OF SECTION 15;THENCE EASTERLY,ALONG SAID NORTH LINE 2833.21 FEET TO THE WEST LINE OF LANDS CONVEYED BY NELSON C.RIDER TO JERRY W.RIDER BY WARRANTY DEED DATED OCTOBER 15, 1911 AND RECORDED IN BOOK 66 AT PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62;THENCE SOUTHERLY,ALONG SAID WEST LINE,291.68 FEET TO THE NORTHERLY LINE OF THE FORMER LANDS OF CHARLES HUNT;THENCE WESTERLY, ALONG SAID NORTHERLY LINE, 1551.74 FEET;THENCE WESTERLY,ALONG A LINE WHICH IF EXTENDED WOULD INTERSECT THE NORTHWEST CORNER OF SAID SECTION 15,A DISTANCE OF 447.72 FEET TO THE CENTER LINE OF CANNONBALL TRAIL;THENCE SOUTHWESTERLY,ALONG SAID CENTER LINE, 125.62 FEET TO SAID NORTH LINE OF GLAD- ELL SUBDMSION;THENCE WESTERLY ALONG SAID NORTH LINE,760.50 FEET TO THE POINT OF BEGINNING,EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST QUARTER OF SAID SECTION 10 AND THAT PART OF THE NORTHWEST QUARTER OF SAID SECTION 15 DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST QUARTER;THENCE SOUTHEASTERLY ALONG A LINE WHICH IF EXTENDED WOULD INTERSECT THE NORTHERLY LINE OF THE FORMER LANDS OF CHARLES HUNT AT A POINT ON SAID NORTHERLY LINE WHICH IS 1551.74 FEET WESTERLY OF THE WEST LINE OF A TRACT OF LAND CONVEYED BY NELSON C.RIDER TO JERRY W.RIDER BY A WARRANTY DEED RECORDED NOVEMBER 29, 1911 IN BOOK 66 OF DEEDS,PAGE 255 AND DEPICTED IN PLAT BOOK 1 AT PAGE 62,A DISTANCE OF 938.61 FEET TO THE CENTER LINE OF CANNONBALL TRAIL,FOR A POINT OF BEGINNING;THENCE SOUTHEASTERLY ALONG THE LAST DESCRIBED COURSE EXTENDED 447.72 FEET TO SAID NORTHERLY LINE;THENCE EASTERLY ALONG SAID NORTHERLY LINE,WHICH FORMS AN ANGLE OF 160 DEGREES 49 MINUTES 30 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM,296.83 FEET;THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,309.14 FEET;THENCE NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 132 DEGREES 19 MINUTES 35 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM 386.56 FEET TO THE CENTER LINE OF CANNONBALL TRAIL;THENCE SOUTHWESTERLY ALONG SAID CENTER LINE TO THE POINT OF BEGINNING ALL IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY,ILLINOIS. e UNITED CITY OF YORKVILLE County Seat of Kendall County - 800 Game Farm Road Yorkville, IL 60560 Phone: 630-5534350 Fax:-630-553-7575 PC# APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: BRISTOL RIDGE Date of Submission: 3/17/06 Requesting: [x] Annexation [] Zoning [] Planned Unit Development [] Special Use: 1. Name of Petitioner(s): BRISTOL RIDGE, LLC Address: 800 Roosevelt Road, Building A,Glen Ellyn,IL 60137 Phone Number: (815) 530-5311 Fax Number: (815)230-9559 Relationship of Petitioner(s)to subject property: [x] Owner [) Developer [] Contract Purchaser 2. Name of holder of legal title, if different from# 1: Standard Bank&Trust Co.No. 18745. If legal title is held in a Land Trust,list the names of all holders of any beneficial interest therein: Bristol Ridge, LLC 3. a). (i). Street address and physical location of subject property: East side and west side of Cannonball Trail, South of Galena Road. (ii). Zoning of surrounding parcels: North: P.U.D South: Commercial/Industrial East: Agricultural West: Agricultural b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 190 acres. 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 02-09-400-006,02-10-300-003, 02-15-101-004, 02-10-300-003, 02-15-126-003 and 02-15-126-004 e): Current Zoning Classification: Agricultural f): Zoning Classification Requested: R-2 and R-3 g): Is this property within City limits? Yes x No,requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within[] feet entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit`B". 5. List all governmental entities or agencies required to receive notice under Illinois law: 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: NIA 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? No If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding petition may be directed: Attorney: Name: Kevin M. Carrara,Rathje&Woodward,LLC Address: 300 East Roosevelt Road,Wheaton,IL 60187 Phone Number: (630)668-8500 Fax Number: (630)668-9218 Engineer: Name: Jacobs&Hefner Associates,P. C. Address:1901 S. Meyers Road, Suite 350, Oak Brook Terrace, IL 60181 Phone Number: (630)942-9000 Fax Number: (630)942-1774 Land Planner: Name: Gary R. Webber Associates,Inc. Address: 224 S. Main Street,Wheaton,IL 60187 Phone Number: (630) 668 7197 Fax Number: (630)668-9693 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings.An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to page 4 of this application to"Petitioner Route, Step 1,Fees"and/or contact the Deputy Clerk for verification of this amount). C. Concept or Preliminary Site Plan: 40 sets folder to fit in a 10"x13" envelope. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to b e annexed is contiguous to the United City of Yorkville. Date: Petitioner's Signature: Bristol Ridge, LLC i1fies M. Menard Subscribed and sworn to before me this day of March,2006. Notary Seal THIS APPLICATION MUST BE NOTARIZED. C � ANNEXATION,PLANNED UNTF DEVELOPMENT,ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application,fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County,Illinois Department of Transportation,Illinois Department of Natural Resources,U.S.Army Corps of Engineers,etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning-$250 plus$10 per acre for each acre over 5 acres b. Rezoning only-$200 plus$10 per acre for each acre over 5 acres c. Special Use-$250 plus$10 per acre for each acre over 5 acres d. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. e. Planned Unit Development fee- $500 £ Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10=$2,500 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100=$10,000 over 100 acres=$20,000 g. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator,environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note. You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2°d and 4s'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,Budding 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. Pap 4 of 5 United City of Yoakvffle An=mfionXUDXonin&Spedal Use Application Revised: 225/04 Step 4: Plan Commission: The Plan Commission meets the second.Wednesday of each month at 7:00-p.m,in the Council Chambers-at City Hall The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names,addresses and permanent parcel numbers of all parties that were notified. 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 plaice. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of YorkvMe in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement,PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original(retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville,Illinois 605 0. Date: 3'��.. p� z AZJdl"',� Si of Petitioner Page 5 of 5 United City of Yorkville Annamtion,M).Zoning,Special Use Application Revised: 2/25/04 let, 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630 1466-9350 FAX:630 1466-9380 www.eelweb.com Engineering Enterprises, In=. April 20, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Ridge, Preliminary Plan Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We are in receipt of the following materials related to the Preliminary Plan review of the above referenced development: • Application and Petition for Preliminary Plan approval dated March 17, 2006 • Preliminary Engineering Plans prepared by Jacob & Hefner Associates, P.C. consisting of 8 sheets with initial issue date of March 16, 2006. • Site Plan prepared by Gary R. Weber Associates, Inc. consisting of 1 sheet, revision 2, dated March 17, 2006 • Preliminary Landscape Plan prepared by Gary R. Weber Associates, Inc. consisting of 2 sheets, with revision date of March 14, 2006. • Legal Description of the property • Plat of Annexation prepared by Jacob & Hefner Associates, P.C. consisting of 1 sheet, dated March 16, 2006 Consulting Engineers Specializing in Civil Engineering and Land Surveying ?. y • Plat of Annexation prepared by Engineering Enterprises, Inc. consisting of 1 sheet, dated January 24, 2006 • Plat of Zoning prepared by Jacob & Hefner Associates, P.C. consisting of 1 sheet, dated March 15, 2006 • A.L.T.A. /A.C.S.M. Land Title Survey by Jacob & Hefner Associates, P.C., consisting of 1 sheet, dated February 27, 2006 • Preliminary Plat of Subdivision by Jacob & Hefner Associates, P.C., consisting of 1 sheet, dated March 16, 2006 Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to the existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: General 1. A Wetland Delineation Report should be submitted to the City and a review completed by the City's wetland consultant prior to Preliminary Plan approval. 2. A Traffic Study should be prepared by the development consultants in accordance with the City's Standard Specifications for Improvements and submitted to the City and the Kendall County Highway Department for review and comment. This report should take into consideration proposed roadway stubs from adjoining properties and the potential traffic associated therewith. 3. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 4. A Field Tile Study should be prepared and submitted for review. 5. A Soils Report should be prepared and submitted for review. 6. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered -threatened species or natural areas. b. (IHPA) Division of Preservation Services regarding Historic and Archaeological Resources. C. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (IEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. g. Kendall County Highway Department regarding access points to Cannonball Trail. We recommend that items a, b and g be received prior to Preliminary Plan approval. Items c, d, a and f will be required prior to the start of construction activities. 7. A Preliminary Stormwater Management Report should be submitted for review detailing existing and proposed conditions and stormwater detention basin calculations. The design engineer should demonstrate in the report that the requirement of no more than 2 feet of bounce is achieved for a 10-year storm event. Preliminary Engineering Plan & Site Plan 8. The Site Plan submitted as supplement to the Preliminary Engineering Plan differs from the Preliminary Engineering Plan in the following noted areas: a) The storm sewer layout shown in the area of lots 335-346 is different between the two plans b) Sanitary sewer lines along the road stubs at lots 236 and 237 are shown on the engineering plans but not the site plan c) There is a sanitary manhole shown in the middle of Road A on the Site Plan, in front of lots 107 & 108, that is not shown on the Preliminary Engineering Plan. d) The existing contour lines shown along the north property line (specifically west of Cannonball Trail) differ between the two plans. The Site Plan indicates drainage back towards Bristol Ridge while the Preliminary Engineering Plan shows water draining away from the development. 9. The general notes on the Cover Sheet are substantially in compliance with City Standard Specifications for Improvements. In comment 3, the minimum storm sewer size of 12" should be indicated. In comment 8, the statement "sump services shall tie in to storm sewer structures, where practical" should be added. In comment 11, the distance between the top of the overland stormwater flow and the lowest adjacent foundation grade should be 1.5' instead of 1.0'. 10.A symbol and description for sanitary sewer forcemain should be added to the legend on the Cover Sheet. 11.In the "Typical Pavement Section — 66' ROW" cross-section shown on the Cover Sheet, the 1.5" Bituminous Concrete Surface Course should be "Superpave, Mix "D", N-50", in lieu of "CL I, TY. 2, Mix. D". The 2.5" Bituminous Concrete Binder Course should be "Superpave, IL-19.0, N-50", in lieu of"CL I, TY.2." 12.The "Typical Section Detention Pond" detail should be revised or clarified to meet the detention pond requirements set forth in the City Park Development Standards. Dimensions for the safety shelf, depth to safety shelf below NWL, and the shoreline slopes in particular should be re-evaluated. 13.An additional sheet displaying only existing conditions should be included in the preliminary plan set. A tree survey showing all trees 6-inch diameter or greater and the drain tile survey showing location of tiles and exploration trenches can also be included on this (or a separate) sheet. 14.At "tee" intersections, sidewalk connections should be provided at the "top of the tee" side of the street to facilitate cross walks. 15.Building setback lines and easement lines should be shown on all utility sheets. 16.A list of proposed street names should be submitted to the U.S. Postal Service and to KENCOM for approval. A copy of the letter approving the names should be submitted to the City for their records. One name should be drawn from the City's list of historic names. 17.Block length shall be no greater than 1,320 feet per Subdivision Ordinance. The block lengths of both Street B & Street C exceed this requirement. 18.Access points along Cannonball Trail are subject to Kendall County Highway Department approval. The County will likely require significant improvements to the portions of Cannonball Trail abutting the development. 19.The connection to both Comeils Road and Charity Lane along the southwest portion of the development should be considered. Charity Lane is currently shown dead-ending into Lot 403 (Open Space/ Detention). 20.Temporary "turn-around" dead-ends should be added where streets terminate at the edge of the development. 21.Horizontal and vertical curving of streets and cul-de-sacs and all other road layout and geometry should be designed per Figure 2 in the Standard Specifications. The engineer should verify that the boulevard design in the cul-de-sacs does not detract from the ability of an emergency vehicle to maneuver and tum-around. 22.Emergency overland overflow routes should be clearly delineated on the preliminary plan set. 23.Storm sewer roadway structures should not be accepting flow from more than 300 feet of longitudinal flow length. The engineer should revise the design to include additional structures OR stormwater calculations should be provided at final engineering to verify that nuisance flooding (deeper than 12" at gutter line) will not occur in the 100-year critical duration storm. 24.The roadway structure design should be revised to show an inlet and a catch basin at each roadway low spot (inlet on upstream side), in lieu of two catch basins as currently shown. 25.A catch basin should be added prior to entering a storm "trunk" sewer in the development or before outletting to a detention pond in order to collect as much debris as possible prior to outletting. Additionally, all catch basins should be located in an area that would be easily accessible and maintainable for the City (e.g. the storm manhole between lots 114 & 115). 26.The intersection of Street A and Court F will pond under the current design. Roadway grades should be revised or roadway structures added to collect the storm water. 27.A storm manhole appears to be missing at the storm sewer joint shown at the backyard of lots 41 &42. 28.Under the current design, lot 8 does not have local storm sewer available to tap into for the sump drain. 29.The two catch basins shown at station 12+00 along Street M appear to be shown at a high point of the roadway. 30.The inlets at station 23+50 along Street M do not correspond with the low spot (located at 23+00). 31.An open (drainage) lot should be considered, or possibly an easement up-sized, in areas where storm sewer sizes greater than 24" are shown in either side or back yard areas, such as between lots 329 & 330. The same should be considered for major overland flow routes. 32.The lowest adjacent top of foundation elevation for the lots abutting the detention ponds should be verified to be a two feet or more above the HWL (e.g. depending on the look-out elevations, lots 141-150 may be closer than the two feet). Also, in general, all basement elevations should be higher than the NWL of the detention ponds. Assuming a ten feet distance from top of foundation to the top of the basement elevation, the normal water level is higher than the basement elevation for a number of lots. 33.Per the City Standard Specifications, water main shall be generally located on the north and west side of the roads and sanitary and storm sewer should be located along the south and east side of roads, unless approved by the City Engineer. In general, the utilities do not appear to follow a consistent pattern of directional location. 34.The proposed water main will be modeled at the time of final engineering. Any variations in water main size revealed as necessary per the model will be requested during final review. The proposed connection shown at Galena Road / Cannonball Trail would appear to be one of the appropriate tie-on locations for the water main system. Per the City Standard Specifications, all new water main systems must be double-fed. The source of the second water main feed will be determined at Final engineering. 35.The water main must be fully looped within the development. The dead-ends shown through-out the development, such as the west dead-end of Street C and the east dead-end of Street M, will require looping. 36.No water main is currently shown along Court O. 37.In general, no more than 12 services should be located between valves in order to minimize the number of people out of service in the case it is necessary to isolate a segment of water main. A number of valves need to be added throughout the development. 38.Fire hydrants must be located at each intersection and at intervals not exceeding two fire hydrants being able to serve any point of any building OR at a maximum of 300 feet apart along the roadway, whichever is more stringent. A number of fire hydrants will need to be added to meet this requirement. It was noted that portions of the following lots do not have double-coverage from fire hydrants to every part of the estimated buildable area of the lot: 107, 108, 94, 95, 83, 82, 81, 160, 161, 146, 147, 143, 139, 137, 133, 132, 131, 130, 127, 174, TOWNHOME LOTS 3 & 5, 304, 305, 317, 319, 320, 323, 326, 333, 334, 336-344. 39.Sanitary sewer should be stubbed to the far end of the development at each dead- end, such as north on Street I and west on Street C. 40.Comments regarding sanitary interceptor sewer and lift station design have been transmitted to the developer's engineer and to the City by e-mail on April 14, 2006 by John T. Whitehouse. We anticipate significant revisions will be made to the sanitary collection and xxxxxxxxxxxxxxx systems. 41. Street lights should be included in the preliminary plan in accordance with the City Standards. Street lights should be provided at all intersections, at the center of sharp curves, at the back ends of cul-de-sacs and should have maximum spacing of 300 feet. Light standards should be placed near lot lines (extended) when being installed mid-block. Preliminary Stormwater Management 42.There should be a wetland delineation report for the project site. There appear to be two Palustrine Emergent Seasonally Flooded (PEMC) wetlands near the north property.line of the site, according to the National Wetland Inventories Map. It is recommended that this development buy into the City's Raymond Regional Detention Basin to provide the necessary detention. The Raymond Basin is being evaluated and may also have potential for providing wetland mitigation. 43.There should be a preliminary stormwater management report for the proposed development. With this submittal, there was no material submitted that supports or explains the proposed stormwater management facilities; therefore a detailed stormwater review could not be performed at this time. For a Preliminary Engineering Submittal, there should be preliminary stormwater calculations that demonstrate that there is enough land set aside for stormwater management facilities to adequately meet the requirements set forth in the standard specifications. Appropriate support documentation should be included, such as existing and proposed drainage exhibits, CN calculations, Tc calculations, stage- discharge calculations for each basin, and stage-area-volume calculations for each basin. The NWLs, HWLs, and volumes should be indicated on the plans. It is strongly recommended that this development take advantage of the Raymond Regional Detention Basin for its stormwater management needs. 44.There are several existing depressional areas that are proposed to be filled by both residential lots and detention basins. The stormwater model should demonstrate that depressional compensatory storage volume is achieved in addition to the required detention volume. It should show which basins are providing compensatory storage. A model should be run to determine what the HWL at the allowable release would be for the required detention. A second model should be run with the release rate adjusted to achieve the additional compensatory volume. Again, we recommend the use of the Raymond Regional Basin to mitigate lost depressional storage volume as well as the required storm water detention. 45.The site should be delineated on the appropriate FIRM panel, which is panel 170341 0020 C. The 100-yr Base Flood Elevation (BFE) of Blackberry Creek ranges from 643.0 to 645.0 along the east property line. 46.In addition to the FIRM Panel information, the SCS completed the Floodplain Management Study of Blackberry Creek in June of 1989; this was a detailed study that resulted in more accurate BFE data for flood mapping. This study is the best available data for the project area and is used for regulation around Blackberry Creek. The 100-yr BFE adjacent to the site according to the study ranges from 646.4 to 647.2, which is higher than the FIRM panel shows. The 500-yr BFE ranges from 647.1 to 647.9. Portions of the site are below these elevations. This should be addressed. 47.There should be a stormwater management narrative, which explains how the stormwater facilities meet the requirements regarding existing conditions drainage, proposed detention, wetlands, and depressional compensatory storage. 48.There should be an existing conditions hydrology and hydraulics analysis that demonstrates the existing release rates and drainage areas. This should include an analysis of existing depressional areas and any off-site tributary area. 49.There should be hydrologic models that demonstrate that the 4 detention basins provide adequate storage for detention and any compensatory volumes. The existing drainage divides should be maintained and the release rates should be met for all release locations separately. Alternatively, we recommend participation in the Raymond Regional Detention Basin. 50.The maximum value calculated using various storm durations should be used. We recommend analyzing the following durations for a critical duration analysis: 1, 2, 3, 6, 12, 18, 24 and 48-hr. 51.The 2-yr (0.04 cfs/acre) and the 25-yr (0.08 cfs/acre) release rates should be met in addition to the 100-yr release rate of 0.15 cfs/acre. SITE DATA LAND USE UNITS ACREAGE SINGLE FAMILY 271 UNITS 113.9 ACRES MINIMUM LOT 12,000 S.F. I 1� GARY R,WEBER AVERAGE LOT 14,270 S.F. nor— _. - ASSOCIATES INC. uv nwHe aw MAXIMUM LOT 28,864 S.F. DUPLEX 92 UNITS 23.2 ACRES —�--- ----- ---- --------- TOWNHOMES 57 LINIT5 10.1 ACRES " i � ratenm,auw anus PARK 6.1 ACRES OPEN SPACE / DETENTION 32.8 ACRES tit l i l i I ---"--------------_ CANNONBALL TRAIL R.O.W. 4.0 ACRES III III I eram,ea ewetaan TOTAL: 420 UNITS 190.1 ACRES -- II----a BRI aR10Ctl1C GROSS DENSITY 420 UNITS/M.1 AC. 2.2 D.U./AC. M0R009MTi1010 RMAM120 I 1 1 I 81'M lYg __ 1 OlEN 0. 6BDIT NOTE: NO FLOODPLAIN 15 iNDICATED ON THIS SITE ON THE FIRM PANEL. ' _ NO WOODLANDS ARE PRESENT ON SITE NATERMAIN TO BE EXTENDED TO GALENA ROAD AND CONNECT TO A SANTARY�SEWER WWILLRCONNECCT APPROXIMATELY 500' TO THE w TYPICAL LOT DETAIL TYPICAL DUPLEX DETAIL TYPICAL TOWNHOME DETAIL TO A 24" SEWER BY OTHERS. I � r I I � 10.11 ACRESES I " SINGLE FAMILY rarH. u�c 57 UNITS 1 68.7 ACRES a„� f _ - - ,��. a r... --� .. a•�_ N -ns a .,, • '- _ � � ,"... v� ate`' n` tt ' �ri 'I I aid ..ui. ar � � � �•� �� m � I ��, .> - _— - w •� ■ / ( �a as / �w - -3.,�w ,s.. e:.4 r � 1 I I �pras I '�s s i j I � ,• - ' k: '• .:�. ,\ w ,�� �,� +:�• .,fir. , a,�.. _ j I �_ �I 1 � � W LOCATION MAP t p z Z r 41 CL F w SINGLE FAMILY J 1 u= ,.. w •r/` f - _ ` ''I - 452 ACRES 12,000 S.F. 104-UNITS- I i 101 .'OM_ cm CORNEILSROAD I � r f�wwa-� ORES --23.211 UNITS � to `\ J�I�� �lIi11M�11�a� � � ' r-.-_� -—- � A,�� .qe.” m -yea '-- �.. 1A '• \ ►�, -a /�/ [nrr. I F m, m .s 0 75 150 300 450 SCALE:1"OW NORTH ' ' i__— _ .` �_Y ,w'.•a....8 e1 a, •a'= �� •, 1. 1 r-' � � � � --°- l / iii-'� I;/f!. '�. � -♦w e` . sue.' � � __ _ M� yu i .F !; ;j '♦ �' O�� � e - -°- 1 OF 1 � I s I ' �pF (OR/�`,`t�` . v UNITED CITY OF YORKVILLE $ 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# 1 - APPLICATION & PETITION Please Check One: Preliminary Plan j,`� Final Plat/PW Development Name:(5Ta.4c'G f4 D%e of Submission: 1. Name of Petitioner(s): Address: 5135 �l�i%+�,� kj ,�.,d f Sr�a G✓i!'la•.b�1� lL `c52,� - Phone Number: 43e;-.4L5-45aa Fax Number: 6'3v StS d43S 2. a). Street address and physical location of subject property: lla,-4,f^S- ��A��.� �a�z �•.� -�sc.�,,� -rr.�;� App,r� 35a>'ea s�- d-� i��..t�+.,, ... �t.l l R•� b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 8,dG5 3. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: j o�LK �k�l(•n �-a- Dow+• t.+...,-N� B�s�x 1 Co1a,�c G.d (A*.I+L - Address: (Z-S, - Phone Number: 6 34-3S 5-5860 Fax Number: 3 S 5 -59 21- Engineer: Name: 4-I& S j Dw lam TA4-T%.e Address: A0 Lx__ st✓/> E S v,T-g- r 1'r-a l c- 6ot43 Phone Number: Fax Number: 61S6 -2-5b -56 44 Land Planner: Name: J 04 La/u� A G5+ A-M vA 30.44 .A L'c Address: 65i a«,_1jAiA 4Vd, Si12 195d4 i Cutea&.o 1.S6 Phone Number: -793-16-3-33" Fax Number: Page 1 of 7 — - United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope -_ 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this 7 tk day of��,��_.�, , 200 G Notary Seal THIS APPLICATION MUST BE NOTARIZED. "OFFICIAL SEAL" 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 LEGAL DESCRIPTION GRANDE RESERVE UNIT 13-PHASE 4 PART OF NEIGHBORHOOD 3-"THE COMMONS" THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT A FOUND IRON PIPE AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 11; THENCE SOUTH 01 DEGREE 00 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION 11 A DISTANCE OF 637.05 FEET TO THE SOUTHEAST CORNER OF LOT 3053 IN GRANDE RESERVE UNIT 13 PHASE 3, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF RECORDED �_ 0 AS DOCUMENT NUMBER _, FOR THE PLACE OF BEGINNING; THENCE CONTINUING SOUTH 01 DEGREE 00 MINUTES 45 SECONDS EAST ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER OF SECTION 11 A DISTANCE OF 851.92 FEET TO THE NORTHERLY LINE OF THE COMMONWEALTH EDISON COMPANY ACCORDING TO DOCUMENT NUMBER 73-3089; THENCE SOUTH 73 DEGREES 31 MINUTES 37 SECONDS WEST ALONG SAID NORTHERLY LINE 518.41 FEET TO THE EASTERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 2, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF RECORDED - AS DOCUMENT NUMBER _; THENCE NORTH 00 DEGREES 08 MINUTES 36 SECONDS EAST ALONG SAID EASTERLY LINE 195.86 FEET, THENCE NORTHEASTERLY ALONG SAID EASTERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 2, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 183.00 FEET, HAVING A CHORD BEARING OF NORTH 81 DEGREES 36 MINUTES 13 SECONDS EAST, A DISTANCE OF 51.59 FEET TO A POINT OF TANGENCY; THENCE NORTH 73 DEGREES 31 MINUTES 37 SECONDS EAST ALONG SAID EASTERLY LINE A DISTANCE OF 46.35 FEET, THENCE NORTH 16 DEGREES 28 MINUTES 23 SECONDS WEST ALONG SAID EASTERLY LINE 169.95 FEET, THENCE NORTH 73 DEGREES 15 MINUTES 42 SECONDS EAST ALONG SAID EASTERLY LINE 103.50 FEET, THENCE NORTH 38 DEGREES 28 MINUTES 22 SECONDS.EAST ALONG SAID EASTERLY LINE 89.10 FEET; THENCE NORTH 18 DEGREES 58 MINUTES 29 SECONDS WEST ALONG SAID EASTERLY LINE 93.56 FEET; THENCE NORTH 41 DEGREES 15 MINUTES 05 SECONDS WEST ALONG SAID EASTERLY LINE 272.11 FEET; THENCE NORTH 55 DEGREES 41 MINUTES 03 SECONDS EAST ALONG SAID EASTERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 2 A DISTANCE OF 105.46 FEET; THENCE NORTH 41 DEGREES 15 MINUTES 05 SECONDS WEST ALONG SAID EASTERLY LINE 131.40 FEET.TO THE SOUTHERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 3, BEING A SUBDIVISION OF PART OF SAID SECTION 11. ACCORDING TO THE PLAT THEREOF RECORDED AS DOCUMENT NUMBER THENCE NORTH 48 JDEGREES 44 MINUTES 55 SECONDS EAST ALONG SAID SOUTHERLY LINE 181.58 FEET, THENCE SOUTH 41 DEGREES 15 MINUTES 05 SECONDS EAST ALONG SAID SOUTHERLY LINE 75.34 FEET; THENCE NORTH 88 DEGREES 59 MINUTES 15 SECONDS EAST ALONG SAID SOUTHERLY LINE 303.15 FEET TO THE PLACE OF BEGINNING; IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. 52 Wheeler Road • Sugar Grove,IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eelwob.com Engineering Enterprises, Inc. April 18, 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 Grande Reserve Unit 18(Neighborhood 3 Southeast) 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 3 prepared by Cowhey Gudmundson Leder, Ltd. containing 24 sheets dated December 22, 2005 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 • An engineer's estimate of probable construction cost for Unit 18 should be submitted for review and for future use in establishing the required Letter of Credit. • References to "phases" should be removed from all sheets and replaced with legible delineations of units. Please note that the phase delineations shown on the existing plans do not correlate with the unit delineations illustrated on the various final plats. Consulting Engineers Specializing in Civil Engineering and Land Surveying r • Our review of these plans has focused on those areas that lie within Unit 18. The reviewer has, however, identified errors outside the limits of Unit 18. To avoid confusion, errors found outside the limits of Unit 18 have not been called out during this review. To facilitate the continuation of this review and the future analysis of the engineer's opinion of probable construction cost, all work being completed in other phases should be faded out. Only Unit 18 work should remain in bold line types COVER SHEET 19. Plans should be signed, sealed and dated by an Illinois Registered Professional Engineer. SHEETS 6-7: SOIL EROSION CONTROL PLANS 20. The limits of Unit 18 construction should be delineated by silt fence. 21. The note shown on Sheets 6 & 7 regarding erosion control details should be revised to refer to the proper detail sheet number. SHEETS 8-13: GRADING PLAN 22. A key map should be provided on each sheet. 23. All proposed and existing contour lines should be clearly labeled. 24. Proposed contours should be provided on the plan in addition to the spot elevations. 25. Not all the storm sewer structures are shown on the grading plans. In Unit 18, please revise plan to show the storm sewer structure between Lot 52 and Lot 53. 26. (Sheet 9) The turn around pavement at the south and of the parking lot between Lots 14 & 15 falls in the overflow channel resulting in a slope in excess of 11%. The parking lot should be re-graded to bring the pavement slope into conformance. 27. (Sheet 9) The overland flow from Preston Drive at sta. 19+50 will flow to the east and not flow between lots 15 & 16 as proposed. Revise the overflow arrow and the overflow channel calculation. 28. (Sheet 9) The notes for CB No. 17 and 21 should be revised to read "FOR CONTINUATION SEE SHEET NO. 14". 29. (Sheet 9) The side yard slope between lots 16 & 17 exceeds 4:1. 30. (Sheet 9) The proposed centerline elevation at Sta. 28+80 of Preston Drive should be 655.12 instead of 656.12. GAPublic\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNITI8-oi.doc 31. (Sheet 9) At lot 21 the east most sidewalk grade should be adjusted so that the driveway grade will not exceed 8%. SHEETS 14-17: PLAN AND PROFILE 32. The cul-de-sac parking bays incorporated into the design do not conform to the City's standard design policies and, if used, should be maintained by the HOA or SSA. 33. Water and sanitary service lines should be shown for all the units. No services are illustrated on Sheet 15. 34. Sump pump service lines should be shown for any buildings with basements. 35. The type of sanitary sewer pipe (SDR 26, SDR-21, etc.) should be provided for all callouts. 36. All of the utility crossings (conflicts) should be called out including top of pipe or invert elevations. This should be done for all water/sewer crossings and sewer/sewer crossings. 37. The bury depth of watermain should be labeled as 5.5' minimum. SHEETS 18-19: STREET LIGHTING PLAN 38. Per city ordinance, streetlights should be located on the opposite side of the street from the water main. Please revise the following proposed light locations to meet the requirement: 3-15 & 3-14. 39. The location of Streetlight 3-16 should be revised such that it is not directly on the top of sanitary sewer. SHEET 20-24: CONSTRUCTION STANDARDS AND DETAILS 40. (Sheet 20) Callout for sanitary manhole no. 3-17 in the profile has been shown as 3-30. Please revise. 41. (Sheet 20) The sanitary sewer pipe material should be revised to meet Fox Metro requirement. SDR-26 should be used for depth 0'-15; SDR-21 for depth 15'-20', DR-18 for pipes deeper than 20'. 42. (Sheet 20) 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. GAPublic\Yorkville\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\iwywrotGRUNIT18-0i.doc 43. (Sheet 21) Notes 1-3 at the top of the Watermain Depression detail should be taken off since they are for storm structures. 44. Water and sewer separation details should be added to the plans. 45. (Sheet 21) The Valve Vault detail should be revised to indicate 8" max. precast concrete adjusting rings and 5.5 feet min. bury depth 46. (Sheet 21) The Fire Hydrant detail should specify the hydrants approved by the United City of Yorkville: Clow F-2545 (Medallion), Mueller A-423 Super Centudan, Waterous WB-67-250 or approved equal. Final Plat 47. The unit number in the title should be "Unit 18" on all pages, phases are not allowed. 48. Points of curvature and points of tangency should be labeled on the graphical portion of the plat, as the legal states. 49. The legal description should not contain language referencing phases (see item 1 above) check current unit numbering and correct where necessary. 50. The legal description has numerous blanks for recording dates and document numbers which will need to be completed prior to the recording of the final plat. 51. The last line of the legal description should read, "in the United City of Yorkville, Kendall County, Illinois". 52. The statement in the Surveyor's certificate that the plat meets statute requirements of a boundary surrey should not be used since there are many items required to be shown on a boundary survey that are not shown on a subdivision plat. 53. The text in the Surveyor's Certificate that reads"Illinois Revised Statutes 1977, Chapter 109 Section 1" should be replaced with 765 ILCS 205/1" to conform with standard certificate language for the United City of Yorkville. 54. The text "I further certify that the plat hereon drawn is a correct and accurate representation of said survey and subdivision. All distances are in feet and decimal parts thereof." should be added after the legal description, in the Surveyor's Certificate, to conform to standard certificate language for the United City of Yorkville. 55. The Mortgagor's Certificate bank name and full address should be added prior to recording the plat. 56. A Special Service Area Certificate should to be added if such an area exists within this unit. GAPub11c\Yorkv111e\2005\Y00527 Pasquinelli Homes-Grande Reserve\dots\lwywrotGRUNITI8-ol.doc r 57. The subdivision lies within the area covered by FIRM 170341-0040C, this map should be referenced in the surveyor's certificate. The FIRM 170341-0020C does not depict area of this unit and should be omitted from said certificate. 58. Recording date and document numbers are missing for adjacent Grande Reserve units (4 occurrences are on page 1 and 2 occurrences are on page 2). All omissions should be filled in prior to recording the final plat 59. The `Heretofore dedicated" notation for Mill Road should have a document number added prior to recording of the final plat. 60. Line L43 of the line table does not exist on the graphical portion of this plat and should be added. Line L24 appears twice on the graphical portion and it is likely one should be labeled L43. 61. The first paragraph of the Surveyor's Certificate should read ...............have surveyed, subdivided and platted the following..........(bold text should be added). 62. Stormwater Management Easements are not shown on the graphical portion of the plat, therefore Stormwater Management Easement Provisions text should be removed from page 3. 63. Landscape Buffer Easements are not shown on the graphical portion of the plat, therefore Landscape Buffer Easement Provisions text should be removed from page 3. 64. Line work, leader and text overlaps should be edited on pages one and two. 65. The Point of Beginning, on page one, should have text added to state "southeast comer of Lot 3053". 66. The distance between the northwest comer of the EBE 17 and the northeast comer of the EBE 16 will need to be widened for the storm sewer passing between them. 67. The distance between the southeast comer of the EBE 23 and the northeast comer of the EBE 22 will need to be widened for the storm sewer passing between them. 68. The distance between the northwest corner of the EBE 53 and the northeast comer of the EBE 54 will need to be widened for the watermain passing between them. 69. The distance between the southwest comer of the EBE 52 and the northerly comer of the EBE 53 will need to be widened for the watermain passing between them. GAPubUc\Yorkvi11e\2005\Y00527 Pasquinedi Hones-Grande Reserve\docsVwywrotGRUNITI8-01.doe 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. I � G William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Bart Olson, Assistant City Administrator Travis Miller, Economic Development Director Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.L.C. Dwight A. Trostle, CGL Ltd. JWF,JTW, EEI GAPublic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\iocsVwywrotGRUNIT18-Oi.doc -------- FINAL PLAT BASIS OF BEARING GRANDE RESERVE UNIT 18 P.I.N.O2-„�DOa�2 RECORDED PLAT OF SUBDIVISION GRANDE RESERVE UNIT 7 IL.IM 1 - III..��� - - 1I111111110N LIMITS BEING A SUBDIVISION OF PMT OF THE SOUTHEAST QUARTER OF SECTION II.TO' SHIP 37 NORTH,RANGE 7 'IT ----- SECTION LINE EAST OF THETHIM PRINCIPAL MEWDIAN,INTHE UNITED CITYOF YORWLLE,KENOALLCOUNTY,IWNOIS. -- QUARTER SECTION LINE --- WATER OUARTER SECTION LINE -4 -- --- EXISTING R.D.W. LINE _ EASEMENT HEREBY GRANTED SECTION CORNER AREA BREAKDOWN _ LOT 3054 WATER SECTION CORNER 1.671 ACRESx 72,774 SO.FT,x LOT 3055 (YEAS) RECORDD STANCE DISTANCE 5.076 AGRF.Sx 221,108 90. FT.i (REC.) RECORD DISTANCE pIGNT-OF-QUAY - I P.T. POINT OF TANGENCT .r, N pADIU$ 2.118 ACflESx 92.300 SD. FT.x ARC LENGTH OF CURVE TOTAL B.6B5 ACRESi 866,183 SO.FT.x A P.C.C. POINT OF B I CINYATDRE P.0 , PLACE O EGINNIN D -- ---- P.o.c. PLACE OF COMMENCENENT ---- ---- 3.S.L. BUILDING SE?BALK LINE THI9 UNIT CORPE6POND9 TO PAT OF NEIBHBOpHWD + p SET CONCRETE MONUMENT 0 A6 6HOWN IN THE ANNEXAT20N rVPEEAIENT. U SET IRON PIPE - ----- �_� SCALE: 1•=100 • FOUNO IRON PIPE L dm LINE TALE N0. E TA ZON 5 ING OF LOTS 3054 AND 305 c NR.. CURVE NO. SHOWN HEREON IS 'R-2 P.U.D.” _- �Mj : I ' Erox PRE Ar Ea 5 BSi'i W "STOPY900K HN6 UT Y' 00.21'(KC)RN UL am UNI OT mE-WAS, 1 -- ___ �WA91O 0f SELMN U=J>-] -- -- - —5 BB`/50•W 202Y.9i('TEAS) - ----- _-___ __ 1JJ1.OY(4`JS.) -- —---- / IW txE 99umuJT BB 181.•C II , J N 266205(4EA5.) p WhN O S C M wIm U SOImFASi aIMRR a 4S1OY 11 JI-) EXRN90i 51 Lor 1 N 610AIY IXNK HKNNNS � (�, -Ly{j: r W II F3 b 1 ; S 4115'05' E � 5.34' N 8 9'15 E 303.15' w N 131.417 5 W �� / amp a 131.40' STQ \\v �� N 55'41'0 6 N w"s_• 105.5.48 ^L___J �# G 1 1 soma B9 V 'Qi C'RANDE RESERVE / 000 GmnT is / \, i�.\ \,2�i \\✓ 1 ^� \\ I m 93. 8 N 3828'2" E �' 3 1 F 69 0' :ano V I 0 ^p��. /' 6Sy,� j ] <'Y / h� N-73]S E'er �i ^3asa vz `> L--J 1 16 9 PIR 9 ' 1 A-51.59' R-16 3. 1 L 1 CB=N 81'36'13' / - L'OR.KAY. I C AT 1 1• 1 ?._ \. �� \ J 1 m \ 1 1 3075 ui O ONE RESE rr rJ \\•� �—SlE to RE R�4.ro1R,a./ oAO 11 RAE �i .,y,� _ L1 1 ) 1 - SiS3i -��•. �����_W)43 I Jp).Zh9.JJ'Qff _" \ ,F' \)r! 1 0079 T 8 l4, `�S, �� 1 p24110 XM pRSWnEA[y n, � .1Aryp J4p,.,T ���E S T7-W 7-W NIYS JY L1f6S�{ ' w r!V'J R"ryMC"`'67,[ 1si1's /� ✓ �y / tee$ /GOAD R)Ir1Rrr.A 4r4c) tY, Toe. J?p x �� D VOC `5 019)i7-E 166.9]'(3G a RI 1 16].M'(IEC Oa.Na 9)ORM) _/�l♦jK I - yy � x 1ss E765 6d IaEC. ail 912 0Ai'ac.) I JO d 509 810 rr ''- R01 PPE CIA i ��p�•T� I 7Y5, 30'15 . „RANf)F�R�f�25pF�R'VE 808 -• Fy I 2 REC.1I 12DM DOC.ND. 00028118 - GRAMDE RESERI'E - kAN(Jl-,REShRYE ( I 807 3 -�� UN1T9 Iac.e/t]/7ve4 1 I C REC.9/15/2005 ooc.No.zowaaazJOO9 OOC NO.200500028116 NOTES: 1.SET 3/A'IRON PIPE(1-1/4.O.D.)WITH PLASTIC CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWW ON SHEET ONE. 2.A BLAKET PUBLIC UTILITY ANO DRAINAGE EASEMENT IS -- HERESY ORATEO OVER ALL a LOIS 3054 AND 3055 EXCEPT 1X02 ARCAS SHOWN WITNIN SAID LO-AS(CBE) 'EXCEP11pI TO 6LANKET EASEMENY.LOTS 3054 AND,1055 4 33/16/M RENEE UNIT NUMBER 15 TO 14 JB MALL BC AN—TO 1.1 IIOMEOVMLR'S A.—T10N. S RCNSC UNIT NUMBER 14 TO 16 JO 2 PER RENEW 1 EVISED UNIT 13 PHASE 4 TO UNIT 18 MEN ISSUED MEN FOR BUILDING RESTRICTIONS AND EASEM'_NTS NOT SOWNN0, DESCRIPTION BY HEREON.REFER TO YOUR ABSTRACT,DEED,GUARANTEE MIDWEST PREPARED FOR: ?OLICY AND LOCAL ORDINANCES. ' (bN25ULTANTS.INC, P—EUJ-rl+E co4MaNS u.c. COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. SHEET 1 OF 3 FINAL-PL BA GRANDE RESERVE UNIT 18 PIN.02-11-400-002 RECORDED PLAT OF SUBDMSION OF GRANDE RESERVE UNR7 ------------- -' BEING A SUBDIVISION OF PMT OF THE SOUTHEA6T CLARTER OF SECTION 11,TO IP37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN.IN THE UNITED CITY OF YORKVILLE,KF_NDALL COUNTY,ILLINOIS. -------- I I I E.B.E. I __R I I _ I`5 k� s• 05.E IL TYPICAL EXCEPTION TO BLANKET ? \��1 EASEMENT DETAIL(E.B.E.NOT TO SCALE ` \;��� N BBSY�15�E 70115 \F I �aru�ctzrz 1 ///��� oo �`" SBIE 6YR SCALE: t"=40' V/`� \4f F HP 3051 m m N I N r $I N Ila 1 SEC ION LINE LIMITS \ 'J SE LI �M1 �c•� s`� A •a. ,¢j!9 < z" III I -AT ER SECTION LIKE I DUAflT ARTIER SECTION LINE 1 ---- EXISTING G R.O.N. LINE i ---- EASEMENT HEREBY GRANTED /y5' \\03 '�♦ F \s SECTION COflNER QUARTER SECTION CORNER l; \ 50 `3J// \ \\` �A (MEAS) RECORD STMCIN£ J'� i'\ b \\ (REC.) RECORD OF TANG04 GRANEMIRE4 ERVE J}4\ 0 \�'Y•�,o. \ ��' !�` � F.T. POINT OF TANGENCY + V R RADIUS RE ARC LENGTH OF CURVE oOC.N0.__ Nth\.\\ x� + /x\ P.C.C. POINT OF COMPOUND ENCIE CURVATURE / P,0.8. PLACE OF BE INNING E- - _-_ yrJ \\v/S�x���! �� �� Ras. PLACE OF BE INNING y 8 \\\J� KI' \ Jyn�" 3055 B.SL BUILDING 9ETHACK LINE I +/u O SET IRON PIP MONUMENT 1 S�JA <, \\' \'M/ s SET IRON PIPE rQ 9 I ED NO IRON PIPE � I LB�+E 59 /v_ L Xe LINE TABLE No. C N. GuNVE TABLE N0. i a, r' 4b v 4s t BB ITOB• - 63.00 I s. 9 191� 33.90' « ` _ I. m ,• �;� _ ,..- -�,�-� 3054 ,,LL'j/ 611AT r % / \ 4y k2 / `V J8 q 1Bii'oo 1 d � I LIfiL N F0 114 EG S. g,SJ•� .� ♦ a a S •'( ' L! 550'5504 w EBE 55 Is '$m, _ p��-ff ,' � s �1 00 LP 541150 E 5J.90 `� ' f 1\£ i9•p0 ' 2,N 3+� 'r•/ +� �g� `I L9 0 0,9045 E 81.18 �• 110 Nanou W 51.18 c L1 salsos t 14.30 1- 1 -` o \ _ 1 S73J1 JJ]w 8.49 _ +_ -- 1111x, 04 N 1e4.55 E 2535 J O ,I H5 NIB 55•E A85 - 8 N 290 0•W 39.11 RCS ] 563 41][ 3065 118 _ N B52'25'E 2055 �.�•/~ 10 11871 w CYy 8 J� U I 81 Lt9 N 58181 E D.T9 tT --S T7]1J C3�8 • ! J$\W L20 9TT{T3SE MIR D+p, L21 woos E 48.7a N 73'31'37'E 1r..Rts' 1 1 uz stz•4z 36 E .,.60 48.35 w,Ba L43 5211,'1 E 1J.SJ NEREtCFORE 0E0iCnlEp ]•5T `, 3e t ! L41 5,8Ra2]E 34.44 515` , ,g 6s1// 1'i+.q• `•p��e`� I\ / 1 LM slBZa a3[ 34.44 AA•51.59'R�183.00 ,1r �,i i..r L. N 16'48 w 21.4] 08-N 81'3813'EJ I.z] L48 5 48'14'55 W 45.99 �-,LL...._ z9 s ea'aau w a.ao j I:'G ��.`"!\, w�]e3m \\ / �ec ♦'� .3c s aaas'5s w r.oD $�i ' \," C ` lg / i�1 J N 15'25'11 W V L32 S -141-1 1.10 /^~ _ ``�L \ �3 Qa, 1," LM NN'245 E 20.21 z\ \\W 4'\\ L3l S 45R810 E 11.88 135 S 3021'24 w 35.5{ a\ L. s Sal (•.) L37 S­132'W 20108 I T__ Lae 5 nssz w 3944 IN .2 L 92 x\,. 39 N JOS J L41 Y M.'If W 3162 L42 V OB 3a 10 W SB.4 �£ •' $. ` E 851- L43 L18 I9 E ZI.]S L48.... 5 42R''JI•[ 195] IeJ x art�w z�].a�3 � ..,•I!/ � 11\ J / / / ��I« g16}� 4i515'S J, / S / 3049 / ' N,�IIjLv1�P\A .1 L9WDKIL MMO MumxBIT �. c�s�� V GLPVE - ARC RADIUS C,ION-WG q 3],88 Ip00.W N 193000 E_ CO 3902 25.00 S 855]50'E NOTES: __ 49.81 96500 N 309 N E t,SET 3/4`IRON PIPE(1-1/4.O.D.)WITH PLASTIC CB 21.11 935.90 S 9010N III CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE C9 39.57 21.03 S O4m w ON SHEET ONE. Gt0 10235 VO. 9 D54,B w Ct 30.36 25,00 S I'J810'E 2,A BLANKET PUBLIC UTUTY AND DRAINAGE EASEMENT IS Ct2 J I, 45.00 N RI t W HER ORANTEO OVER ALL OF LOTS 3034 ANU JO55 C13 31.72 23].00 S 69151 W EXCEPT MOSS AREAS SHOWN WITHIN SAID TOT AS(ERE) CI4 02.17 117.00 N 219 53 w *EXCEPTION TO BLANKET EASENI LOTS 3054 AND W55 CIS I11I 2]3.00 N]11011 E SHALL BE GRANTED TO THE 110MEGWNER'S ASIRCAMN. C18 ,155 233.00 N 66501'E CI) 28.95 1a8W N JS'SIR1 W 4 4 RENSE UNIT NUMBER 15 TO 14 JB CIB 159 16500 x{Pa120 W 1 3/18/08 REVISE UNIT NUMBER 14 TO 15 JB 2 3/14/061 PER RENEW JB Mo*EST 1 2L20/06 REVISED UNIT 13 PHASE 4 TO UNIT 10 MEN TEONC PREPARED FUR. --. •FOR BUILO!N!G RESTRICHONS AND EASEMENTS NOT SHOWN I TEDNYNC/IL 12/15/05 ISSUED MFK HEREON,REFER TO YOUR ABSTRACT,DEED.GUARANTEE CONSULTANTS'INC. PASQIINEIJ-ME COMMONS LLG NO. DAZE DESCRIPTION BY POLICY AND LOCAL ORDINANCES. .• COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. I� `'0B N0''265-'° Y M[=_� SHEET 2 OF 3 FINAL-PLAT- ---- P.I.N.02-11-400-002 DINNER GRANDE RESERVE UNIT 18 IN ACCORDANCE MM 114E PLAT ACT 006-1276 IRIS RAT HAS BEEN RWITIEO FOR RECMN6 BY: BEING q F THE THIRD OF PART OF THE SOUTHEAST 41TED ER OF SECTION 11,TONNSIIIP 07 NORTH I..RANGE] FAST OF THE THIRD PRINCIPAL MERIDIAN.IN THE IRJITED CITY OF YOPo(L4LLE,KENOALL COUNTY,ILLINOIS, OWNERS CERTIFICATE -- STAN OF ) _ 55 CVum OF _) NIS IS TO CERTIFY THAT PASOUINFLU-ME COMMONS,LLC.AN ILLINOIS LIMITED LIABILITY CORPORATOR,IS 111E FEE SURE OWNER O THE PROPERTY DESCRIBED N ME FORECOR,SURWTOES CERIFICATE AID HAS CAUSED NE SAME TO BE SURVEYED,SUBDIWED,AND PLATTED AS SHOMN HEREON FOR ME USES AND PURPOSES HEREIN WT FORM AS ALLOMED AND PRWOED FOR BY STATUM AND ODES HEREBY ACKNOMI2DGE AND ADOPT ME SAME UNDER ME STYLE AND TITLE THEREON INDICATED. KENDALL COUNTY RECORDERS CERTIFICATE STATE OF NUMCIS ) ME UNDE9SGED YFAEBY OEdMRES FOR AMC HE DISC THE LANDS ER FOR W MS PLAT FOR MWQiCHFMES. SS S1IHEER.ALLEYS AND PURIC SERWOS: D HEREBY AL4D fESENWS fpll MY ELEC/RKC OAS.IELFPHONE,CABLE RUNTY O NENDALL) N OR OTHER MECOMMUNICATON COMPANY UNDER FRANURSE AGREEMENT mM THE UN TO aTY OF YOFRVALE, HIDE SUCCESSORS MD ASSIGNS,SW EASEMENT PROMSONS RIICH ANY STALED HERCQI. MIS NSTRUMENT WAS FILED EDIT RECORD IN THE RECORDER'S OFFICE OF NVADA L COUNTY,-..,%ON NE__DAY OF TH E UWDERSNR'IED FURTHER CERTIFY MAT ALL O ME LAND RK1000 IN M5 PLAT DIES MT`NIN ME BOUNDARIES AD.,20_AT-O'CLOCK--.M.AND WAS OF YORNNLLE COMMUNITY UNIT SDIo0.NSTRICT 115 RECORDED IN BOOM__DI,PLATS ON PADS DATED AT THIS DAY DE_._-_700_. PA��wF -ME COM;OLLS LI_ RECORDER O DEEDS CIMPORAl1W NAME CITY CLERWS CERTIFICATE ADDRESS:5:5 PJ AINFgsn ROAD STATE OF IWNDIS ) )� MALES COUNTY OF KIFNDALL) EASEMENT PROVISIONS APPROVED AND ACCEPTED BY THE MAYOR MID CITY COMM O THE A NONEXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION M�prANOaK r-eat+] AT A ETTr OE HELD NIS nUN06,A ORDINANCE ND.--_ _ AND OTHER PROPERTY'WITH ELECTRIC AND COMMUNICATION SERVICE AT A MEEnxc HELD MHS nxr a'_ _-,20._. IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH ev: ------------ ILLINOIS B.k.B.ILL INOIS BELL TELEPHONE COMPANY,GRANTEES, PIE9DENr _SF-_I EMRE 9RCTWE 0C41afE9.SUCGft9OTe MDM&ONE ADMLY AND BEVEx.YL•10O)-OPF'MTE.REPAP.MATT MODIFY,REMA MUCT,RERACE 9LPPIHAFIHi,REROUTE AND RL MOVE,FROM TIME ra 1ME PIXSB,GUYS,MCHI MMES.CNKkS. CITY CIERM -- -_-- OMMO6,MMNOES.TWl9FORNFAB,PEDESTAR.EWIPMErvi CININE3 OROMFR FAG LT EY MBED IN COwMEGTKN WTH (PRINTED NAME)MESONT-_� , INTFD NAME)SECRETARY UDEI-.TR II.-AND GIBIFMATIGN O ELEC1N ,CC CAT'GNS,."",,ADMRNA9 x,W[R.UGM,ACROSS. NON.AND-ME 3URFPtE Of ME PROPFMY SHOWN mMIN THE OABHEO OROOF TD INET W A—ANMI IOx N'RAT AM MARKED 4ASNENI-,VDUTY EMMIENI',4UB00 uTUIY EABENENi•,4.LLE'Id;THIN INARN MB.ME FROPERTY DE9X;RNATFD IH 11E Offl/MTON_mFndAMUIMIG _,NHxATM'OOMAPFaINm.uVNFMUIE-SIm0TRMV T1e RAT AB - ............. .... COUNTY CLERKS CERTIFICATE -OA MEAGRAEAe'.Ala Ire PROFDmocaldaAlFD GNIle Pur wN srrEEMAro ALLEYT,WIENER PEEUC as PR VArE. IGGETIERWNTMKICFTMINV&LMWIREDBMmMe NECTldxuroMRTrRa MOFEnGILOTANOCGMMONMF M NOTARY CERTIFICATE STATE or LNOIS ) NEAR 109ENW IUPRGVEMEMT9 THGREOXL dEWAG1ACFNT LOTS.ND COMMON MEAOH MEAB TIE FORT TO CUR.NIMORiEwOJk )55 IRC[S BllwlES,HO.rs.sARANGB ND roeLPMOB.sIRUCnaxs FROM LIE MHHFACW AID SUeMAFACF M.MA.r BE REMONMS.v STATE O COUNTY OF KENDAL) PEUWAPEO iMO G1199nNA NOT BERWCED OVER IGRNNIEEB FAC UANTE9 on ININ,1lW OROVERT Ex FR PIU MmMLNNICOASIEDD -- )Is caxTY or COUNTY CLERK OF KENDALL COUN .LONGS, GRVGTI L-(NA da.19NNATONNTIERATAD NAFFS D4ABE-E.-RETY-AMINF'.'PUB000MITY-EMENT.P'C- W HEREBY CERTIFY MAT MERE ARE 140 DELINQUENT GENERAL TAXES.NC b, N1dAA9M ),WTWUTNEMORWRGTJNoON9FNTOTE GPMIEE9.AFTER IN51A4HW OANa SUCH HAALF.E9.THE I -----__--_�A NOTARY PUBLIC IN AND FOR ME COMITY UNPAID CURRENT TAKES.NO UNPAID FORFEITED TAXES,AND NO RII ABLE GRATE OFTHE90BDMRGPROERTYSHALNOTBEA..IINAMANEReOMTOINIEArt NTHT MP OPEWT AND TA%SALES AGAINST MY O THE LAND INOLDED M THE PUT NEREM DRAW I MANnTUNDE 1fEREO. AMID STATE AFORSAD,W HEREBY CERTIFY THAI FUNNM QI-MAT I NAVE REGBWD 141 STATUTORY FEES IN CONNECDOM InE IENU Y:OMNOx ELEUENrs'SlAU MEMFANNIV.IHURMFOt-TMMNTIE•DONGGAWUMFYgPL'NIYACI'. PFR9dNILY KNOWN To ME TO HE THE MIT MIN THE PLAT HERON DRAWN. OIUPTER r..ILG5.-ASANNUMEON IRMTL1TEE. NHFERMtOA ,NREAORMFAWISGE NEDAHA .PAF•ELOR MBA OP MEPEALPROPEWIY,Rie a[IIERIPL U9F wN0 MESKRNT AND SECRETARY OF AS 51'OBRI ABOVE.APPEARED BEFORE OWN UNDER MY HAND AND SEAL O THE COUNTY CLERK AT YORNVRLE, Fw1NNENt OF MYIILN ISMEaFRW KAMME 0RASMAI RNnUMAENr rOMISEPARAT6L1OVAEDUCT IT N'4t8WNE 9mINn LIE TARS DAY AM ACKNOMIEDGEO MAT AS SUCH OFF'CERS,HEY SOJEO AND DCUWRED IF SAID INSTRUMENT THEPIAHIED OEVELOPwFM,EWNTXdIpH.UGM MAY BE OMERmY OE91OIKAiFD OFN THE PLAT BY IFPMB 9UCHM'OUROIF. A.CAUSED ME CORPORATE SEAL M BE AM9D THERETO AS THEIR FREE AND VOLUNTARY ACT AMC AS THE IWNOS,MIS__-_-SAY O - -20__-. YgMNOn ELFAENIB,VPEN SPACE''OFEN AREA,Y,YNMW GRONO,4NWUD•,Aa`COMMON NEAR THE TMMB'COMNOIATEA ON FREE AND WLUNTARY ACT OF SAID CORPORATION.FOR THE USES AND PURPOSES THERM SET fat M. 4Nav CM FIMIMKTM INCLUDE PEAL PPOPFRIY 9URFACFGmNAHN. OUVEWPYIADWALKWAYS,BIREKCWDESRE RROPERIY PHYMCALY DCG1REV erA wALHIr#EFN.ICE BU&HlE98dBTBCTOR eiwHCruREe sUtNMAPOOL RET9NDOIPOro OR OWN UNDER MY HAND AND NOTARUL SEK M5 DAY DE-__.�--.20_-. M MAN-EDUPMENT OUnpN O FAGOT iE6 vn!t ut UOE eYONMTEEBAr CUer O THE OPMIOMRDr OMMEµUPoN mar1EN REOIFiT. COUNTY CLERK UNITED CITY OF YORKVILLE NOIARY PLA.E EASEMENT PROVISIONS CITY ENGINEER'S CERTIFICATE PUBLIC UTILITY AND DRAINAGE EASEMENT STAIE OFIWMOS ) ._HH,GLU.IW EASEMENTNI�YI lRl1NIDfMAMOWNTEDTO58LL ARIBtlTECH.NIWUCOMfD.dOKa ANTE VILE OTHFA 5.5. MMU.UTILTIE9.AFa nttoElOOF]USIING FRAnCnIeEBGwxrEO BY THE CRY ORYCANELE.HNWU,Na THEM EFFOFn� COUNTY OF KENDALL) RIOCEBMGMH LGABMON9 N,.N AFE ANUANRNmEPUr A84000CU11-ADtMNA.FEARI9ANT'(aednrMIPU.AVEl10 CI'MIRIICT,IIHIAI.,RELONBIHMGT.PEPNR PBKO\4.PEPLOS INSPECT.AUMANANDOPFMIE UNOMDIRdNNOARM U. ANO H JOEY NAT, E R WIRED R FOR ME UNITED CITY N INSTALLED DD HEREBY OMFBRRW SvSTEA$MGUNEB UHDFRTHE 801FAff OME'PUetq UllLIYMOWXMEEABEMENI'.INdUdNO'MTHOUI LNRATpN CERTIFY MAT AN MEWLED NA, HAS IM HAW BEEN IN ME CO OR ME TGI -EMINECAILE OAe MNN9,FLECIRUOIJIGIOR MEIElEN4 'LINDEC OFHLIECE98MYFA01LI11B9PPPLN'IFNNiT THEIETO. ALL REWIRED CUARANTEE MEETS.RAL HAS BEEN PO"TED FOR ME COMPLETION O TDOETHER m. NNNr OF ACHE,..'trOFdR NNE FENl4AHD EW4FNENINECMRAAm AMNBDUPED fOR 9UCN UBESANG ALL REQUIPEO IMPROVEMENTS. PIAPOaE9 MO TOGETHER WTN ME'PoOHTro MBIAL KOUIEO9ERYiCE COHIECTDNS UDFRIIEBIIVIQ O PACK LOT roeERLE IMP ROVEMENI9TMREON. DATED AT YCFfMLLE IL1Md5 THIS-DAD O -200_. ,'-.FxUSIYEFASEMFnrIRLRE HE er RESFRW:D FGMAa wMT.NLFaT®air os rowrvluE,nLNaB to cdmTwHCr, INSrALL,REmnTaucT,REPAIa REMOVE.RePIACE MG IMBPIM:I FAG.L�,TEa FORME TRAHwISSIGM AD asTRMUnon of wAIER. RMaEMERe,IAArMV avERS nD ELECTPIarv.W MIN TxE AREM slDwxw THIS Pur M PUBLIC MKIIV a INAEAMtE Exr,IGOEIHMRmM AFdHr GFAaFSa rHFRFrG FaRTHE PERSOTELMOeWIPNFNr ME0E8MMY MoPEauwEn FOR WCHN CITY MINTER UAESMGRPFF... THEAIROVENMNERGIlTTAPEHE IEDYOFRE ARDXTTOSHMAIIIPONE lGR XAF IDEFMM Dr IMEa HETEAM CITY COUNCIL CERTIFICATE lETFDIRM AvD ME PodTT rG aFr TwM.oP RF.gW Arry TREK.sHRUesoR GrHdR PLANTS wITHN rIE MusGET.NATED ACIVA., STATE O IWNas ) PEM1ACENENNN­EABEMEMLM'MCXNTf-1"I"Nr CONBRKDMKN.IN�TNI 1.RECON9ERUCTW.REPAR RBNOVA, )� NNTENANCE ANDGPENArgN of THEMuromGNoUHn Tww8A691ON MC Di..YGNB MWANCFACUTE APPLRTENwr me ro.FgP:wM.NFRR 9UwNG6,INUCTUES.OH-Taucndm BNEL OE CaN4n 11.1-.UFON,OR OWN Mr COUNTY OF KENDAL) AREUNCNATEOM'PLBLCITRITYA ORAAAGEEA®IC-,BUTMIENAKMRM.rRE USDFORGAV DNUVKrYFE., APPROVED AND ACCEPTED BY ME MAYOR AND Ott COMM GE 1-IE LAGBCAPNE.DFVEWPN,ANUOTHER RELATED PUPROBEBTHNT OONOT IABEMdMBLV INI4tFERf MT111 me UaE3 HETEM MACRIHEO. UNITED CITY OF YOFMILE,1LLNITS,NIS-----DAY O__.-___.700_ ME OCCUPATION AND USE OF THE NDN.aM•ADSW EASEMENT HiNE CROWED AID RI-M-1'"I ME AGCVE NAND MPREB BY EALHO BUG,FEFt EM YESFB DOENMldtAu.WMENa0 Aa WTTO mrMFP ERE ORCR IM ANOCaNMFMGCD ARD MOME0.ENTITIES Fdi YMIW SUCH FABE;ENT3 ARE aR4ATEA AND HE9ERYED.TE CR099N3 AHO R@DBSNG O SAND --- ----- MOONE wSUCH NFH SOMNOTrOIN1ERFMEmMdMIME CROBTURR MAYOR AM TNAMNSYWANDOB-OAOYHTH ANU FLIT-APTNTE I MFAETO F XIeRNp 11TWNMEEASEMENTSREING GROMSm ORREGRO.BEGNOUBEOR000 "ONOSAND wIEFAENFe Ov THt ABOVt MAIIdJ ENnNE89HALL CAUSE 4141'CHNROE IN ORAOE OR TARPON ON O-I.9URFAO DRAINAGE PATMWE. -F A`NOMVIAVMTOBEMNPOPEIO- E1MFEIIGIYDPYOBMI-1E._IXEFLTaIGFITJFJMxEFTRDIOMIMF ....- -....«....« _.-� ...-�...... .•...,•-'._...-.. QFANYED,SAID—SMALL HAW NO CHUG-ON..F:BPECT TO SINFALE R 41OUnON.IMCLDONG OUT NOT UMTEG TO,THE RESIOMTW,REPAIR OR IEPLACEAEM O PAW.-CURB,­ERNES.TREES UWN OR AIRMBERT.FRONDS].HOWEWRK THAT HARD OTY SHALL DE OBLI-IED,EOLOWING SUCH MAINTENANCE WORK To-UAND MOUND ALL TMDH CREATED So AD TG-H 9URABLI-MAN.ToC PATCH ANY-IT-OtCCNOETE SURF ACE.TO RMOVE ALL BKfPee DMIRS AND VIOL.AND TD IEAW- .. MEMAVM NMCE AREA IN A GENERALLY CLAM ANV WTRWAMINE CGNdnW. STORMWATER MANAGEMENT EASEMENT PROVISIONS - ALLC, H1ISHE:Rtiw IEBEaLEO FOHMO aenxMiH TO MEUN MoCITYOFYONVILLE AMT rOIr89U:CtSeCNBANDMMGNA.OVER . THE AEAF MAR®'WTdMWATER MNU(EW IEAeMENr'MRXIFARFd 9 M.E.I ON ME RAT FOR THE PERPETUAL WONT, - -" PPoMLEOf.MU AUMO MYTO SUNEY.CGneIRUCT,TECOxe1rWCT,NEPM,INNeCT.NRNTAIM AND OP_ANMRM._ CITY PLAN COMMISSION CERTIFICATE Bi01WNAEIR MANAGEMENT AREA,TOGETHER MIN ANY ND ALL NICESOARV MAN No-,ur TMwa BMRARY M`AEBS,AArcn IE STAIEOIWNdS ) NAMR,ELEGIwCADCOMNICATONCABLES,C ONIEOTIOS.DTCHEIL.-SADOlI6USIRUCIUE9NDANVRTEwvB.FSM NE WYMOICQR4 EPROPFA PGEt NECEBSMYMEN ADE IWPMEMTOOO ANY of THE ABOVEABOVE YORC.1HIE PoOHI k'Aa COUNTY OF KENDALL) GNFZLIED TOO"VOAN,TERM OR PEMOW ANY INUU.,BHMR.IBB ON_PAFl9 ON ME EASOM."MAr INTER ME WPM 1Nt MPROWD AND ACCEPTED BY ME RAN CO RMSON O ME OPEMrIWOtEMERaa OTRENUOmFe.Iq PEIRVANRRNIUALON0a9HALL-YAK OOL 9AOEANA` NOGIAAgt1GIHE IOPOGPMNY Oa gTpgwASTER uAw(ENExI ergDNREB wTHN lYE E%AEnTMFA9HMt.RE MADE mTNdn6AIeBe YGeTIFN UNDFD CITY OF VWMLLE.IUMES,THIS--HAY OF __200 LGNffNTOTXE CITY ENOIIEER.BUi.AME MAYB[USE'U F'oH Ra 9iIUt 001gTTNEN OP LATER IMIERFDE mM THE AFOIESNG VK,BCHROHTe. E O WNEROP TIE FMGP-SCULL ROMAN FESPONSUE FOR HE MANIENA.NR£O nE STMN MTERMALAOMEMAFEAATHEM dry ANNIALFNANCE9 M OTORM'AI.F VEIL.PERfOe,I DIEY FlAEROENCY PNOOEdPP9A30FFA1®NECE99NNBT E PULLED GUY - _ _...._ EHDAEER OF LIE UMIFDOTV OF YOFMt1E. CHANMAN SURVEYOR'S CERTIFICATE LANDSCAPE BUFFER EASEMENT PROVISIONS SIATE OF IWNOS A UxrtEDG1YO VOO(WLLE.119 9UC�990RS.LCON9FE9 AD A.SdE,ARE HEIEBYON@NPJSEMENi R GHIS GWMALL AIFASW CITY ADMINISTRATOR'S CERTIFICATE I S.S. STATE OF IWNOS ) THEPUTNAeODWD APf EUMMFAB ATF TONBFALRAHT.MANI .1NPPECTRMAO AN.FPIACETIEES SIaIa4, COUNTY OF MEADS) J35 IIEHES GRASS.RTINr9,ORO1n000VEPB AID OTVgLfOF,190F WGETAnW AFD U4Na9GTPINO fBAILIE9.NOIEMFMARYOF COUNTY OF KENDALL) PRMANENT BIILLONOB.BTRUCTIAEVOROB STNUCTONB.HMLLBERALED Oi DROWN NWJ E/DWMrt9 rvJR 51MLLAlYSUCH MIS M TO MRTFY MAT ME,MIDWEST TECHNICAL CONSULTANTS,NC..MCFESSW DESCN FMU-TOFU VEBETAnOM hEIB,gW0.1ElN.EPT TO PFPV+CE OEADOR019EA.4E0 W0ETATON WITH LIKE VEOEFAnONH WMOUI TFE MFRIEN SURWYING CORPORATION NO.I84-0029H7•HAW SURWYED AND SUBDIVIDED ME FOLLOMNG DESCRIBED PROPERTY: A,MOWD AM ACCEPTED BY TE CITY ADMINISTRATOR OF ME AU"Cq OF NNE UNTO OTY OY'OUCWLIE UNITED CITY O MD LLE ILLINOIS MIS--LAY Of __200- r GAGA PO MEIm,e+ry SHALL pE FERPF1UhuLV RE91H)XaIdE FOR ME PPOER MNMENLAAIO OF THE LU4oeCArt tlUF_'. MAT PART of ME SOUTHEAST WARIER O SECTION 11,TOMINSIP 37 NORTH,RANGE 7 EAST OF THE'NIND EASEMENT THEM MDAPNRRNNICEB PRIHUPAL MCFDIAN DESCRIBED AS FCLLOWS: CITY MMNlsmntm PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS COMMENCING AT A FOUND FROM PEE AT THE NORMEMT CORNER OF ME"W MEAST WARTEN OF SAD SECTION GTrO-LU,ITBB000el ,LIONaFEa ARD Assgxe,ARF IEREry dVDN EA9BAFNi PoOHTS OWRAL MENOn 1;THENCE SWAP OI DEGREE W MINUTES 45 SECOND!EAST ALONG NNE EAST J O SAO SOUTHEAST QUARTER THE En TEDE81fwVl EMFYEM'.4NE(PALL EIeLHExI'.%UEBMIM Aa BFtE TPNLEMFMENI.OR9rOWwARR O SECTION 11 A DISTANCE O 03r.05 MET FOR TE RAM O BEGINNING;TIERCE COHTNUING SCUM O DECREE MNNGFAEI4T eMEMENi'.TO CCNe1RDt.INQTALL PECON9TAIGT.REPAIR RFAIOW.IERAQ,11laPECT.MNMAM AD OpNNT! OD MINU7E5 45 SECONDS EAST ALONG THE EAST DIME O SAID SWNEAST QUARTER O SECTOR 11 A DISTANCE KENDALL COUNTY RIGHT TO FARM STATEMENT P-nEaiWMN AD BICYOB TMIIB.MVEDORNPAVE➢.ION THE U6EAW erMDYMenTOMf GBEaFLPRq.TIE ABO.F WMEO O 01.92 FEET TO NNE NORTHERLY UK O ME LOM40NMEAM ED"COMPANY ACCORDING TO DOCUMENT IEEMYGMN1FD 11Eµ0N7 TO ENTER UPON EMEMENIS HEREIN DE9CPoBED PoRTNE USE9IEREINaEi FIDRTn AROIIIE NUMBER 13-SOBS TIERCE SOUTH 73 DEGREES M MINUTES 37 SECONDS W"ST ALONG SAID NORTHERLY LINE Y8.41 HOnCE: wGHT To CUT MM,OR MMVK My &A&SNIMBB OR OTHER PLANTS WTHN THE EABEtEAT NEAR HExLN OLMIED WHCH FEET TO THE EASTERLY WALE O GRANDE RESERVE UNIT 14.BEING A SUBOIWSOI O PMT OF SAD SECTION It, KENDALL COUNTY HAS A LONG RICH TRADITION N AONOULMME AND RESPECTS WIlUFfi WI HNFOOKTRLDTION,N9TALAIIW,RECOn9INVCTGN,rEPAIRREUOVALH0i1.ALSRSHT,mSw ,M111ENME£ ME ROLE THAT FAR C CONTINUES TO MAY IN SHARNC ME ECONOMIC NANppPE OHTFEIECT Np1pANRA 1CRRVRMPNENTBULDINGB,InMKTU1ESd-TRFRan85WYLE1UA WOR OLf3R ACCORDING TO T#PLAT THEREOF RECORDED __.-_-�AS ALONG NI NUMBER MAMDTY O ME COUNTY. PROPERTY MAT SUPPORTS MIS INDUSTRY IS 34IO EABEAEMITIMAT INTERFERE MNMKKMTS IEAIFIN OPNTHt MINCE NORTH 00 DECREES M 4NUlE0 M SECONDS EAST ALWO SAD EASTERLY INDICATED BY A WRING INDICATOR-A-1 OR AG SPECIAL USE. ANYONE DINE 185.66 FEET;THENCE NORMEASTRLY ALONG SAD EASTERLY LINE O GRANDE RESERVE UNIT 14.OUNG CONSNLICTNG A RE9DENEE OR FACILITY NEAR MIS ZONING SHOULD BE AWARE ALONG THE ARC O A CLRW CONEAW TO THE NORTHREST,HAVING A RADIJS O 10100 FEET,HAVING A CHORD MAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN OCCASIONAL SMELLS, BEARING OF NDRN BI DECREES 36 MMUTTS 13 SECONDS EMT.A DGTANM OF 51.59 FEET TO A PORT OF OUST,SolM KOIS£.AND UNIQUE HORNS OF OPERATION MAT&RE-bBILMIKAL p rR ZD NG ARFAP M.35 FEE THENCE NORM 13 DEGREES JI NINNIES 37 SECONDS EAST ALONG SAD EASTERLY LINE A DOETANCE OF K.35 COOT;THENCE NORM 18 DEGREES 26 MINUTS E T RECONDS ALONG MESH M7 SAID EASTERLY DINE 1THEN EMT. THENCE YORE)J DECREES 15 MINUTES 42 SECONDS EAST ALONG SAID EMIE S IF1E 103.50 MET-.THONGS NORTH 38 DEGREES 25 MOON 22 EST SECONDS ALONG FAST ALONG SAID EAEIDo DINE.N SEEP NOR NORTH NORM S 1. DEGREES SDI MINUTES 29 SECONDS MESH ALONG SMO EASTERLY LINE 9330 FEET.THENCE NORM 41 DECREES TS SEC MINUTES LI ST AL OS HEST Aa1G SAID EAOF GRANDE LINE 272.11 MET;NI T4 A D NORM SS DEGREES 41;MUTES W SECONDS EPST ALONG SAID EASTERLY LIRE O GRANDE RESERVE UNIT 1{A DISTANCE O IOS.IB FEET;THENCE NMM NI DECREES IS.AILFTES 05.SE"OS_WEST_ALON4.SAQ.E95IEBLYLE�JI,W FEEL_A.,NORM 49 <. MORTGAG`OR'S CERTIFICATE '°"""' •' ,..,,� - OOWF[T RTIRDI[S75 SECONDS EAST 181.58 FEET,T HENCE SOUTH 41 DEGREES 15 MINUIES 05 SECONDS EAST STATE OF-_-_ ) • 75.34 FEET;THENCE NORM M DEGREES N MINI 15 SECONDS EAST 30115 FEET TO ME PRA¢O BEdNNINC; COUNTY OF �_))SS N HI TOYNSHIP•KENCAI COUNTY.RL U& HOLDER OF A MONTCAGE 914 THE PROPERTY DMCR!BEO HEREIN, ME FORMER ORTFY TH AT NO PART O ME ABOW DESCRIBED PROPERTY IS LOCATED NNIN A SPEAL FLOOD HEREBY CWSE TS TO ME MCIITON AD REDMOND OF ME AHOW AND FdKOONC RAT O SUNOM9ON AND HAZARD AREA M IDENTIFIED BY ME FEDORA EMERGENCY MANAGEMENT AGENCY BASED W In 1103-1-00200, HEREBY SUBMITS ITS MORTGAGE RECORDED _ --M DOCUMENT NUMBER DATED.AAY 18.1902.ALL O TE PROPERTY K LOCATED IN ZONE C.AREAS OF MRRIAL F,OOdNG -_JAI ME OPICE O ME RECORDER O DEED", COUNTY,IWNdS,IO ALL O ME PRDMSWS MEREO. KE NETHER CERTIFY MAT M£NACU SET ALL 5U(DIM9dd MONUMENTS AND DESLFBEO THEY W MIS TIROL N mMES'S MNEREO,ME SAID_ HAS CAUSED NIS NS'WMENT TO BE MAY AS REOUIRED BY ME PLAT ACT(KUNCIS WM9[D STANTES 1971,CHAPTER IN SECTION 1). SIGNED BY ITS DULY AUTHORIZED OFHCERS ON ITS BEHNS AT -..,NIS TAY OF_-___-_ 2O__. C FORMER CERTIFY THAT THE O CITY o SXOMI LE THE RAT HEREON DRAWN IS SMA1E0 MAIN THE CORPORATE UNTO O THE UNTIED CITY O OF NE IE, OS MU MHICH IS ODE A SAM ND SPECIAL POM[AS BF.__- ------- AU THORNED By OMSIW 12 O ARTICLE Il OF NNE TLUNds MI1MdPA CODE M MENDED. ME FURTER CERTIFY NAT THIS PUT AND SUBOASON MEETS ME CURRDIT REQUIREMENTS OF A BOUNDARY PRINTED NAME MO TITLE SURWY AS DEFINED By STATUTE ATTEST, OWN UNDER MR HMO AND SEA AT NAP'RMLLE.ILLINOIS,THIS-DAY O_ AD.,1oD- PRINTED NAME MD ME STATE NOARY CERTIFICATE) ;ALOOF COUNTY O ))58 RUSSELL W WSEN P,LS./1)10------ FROFEmGaLL MCE PREMMINT lANDBUWEYON I,_ __-.A NOTARY PUBLIC N AND FOR THE COUNTY DENSE FOIRES 11/30/06 KG 1EGEEFIS -- AND STAIE AFORESAD,no"'T" THAT_ 4AlNVµLEM AND PERSWNIY X­TOW TO BE ME 4 4/6 OB REMSE UNIT NUMBER 15 TO 14 JB PRESDENT AND SECRETARY O--- AS SHOWN ABOVE,APPEARED NST M BEFORE ME aa9cY 1WI DAY AND AdtNO'MEDOO MAT AS SLDN OFFICERS,TH EY FOTED AND DEUVEWED ME SAID INSTRUMENT AND 3 3 6/O6 REVISE UNIT NWUMBER 14 TO 15 JB CAUSED THE CORPORATE SEAL TO BE AM" NERETO AS THEIR FREE AMD VOUNTARY ACT MC AS ME FREE AND AF 6KLA 2 J 4/06 PER REVIEW JB YOLUNTARY ACT O SAID CORPORATOR.FOR ME USES AND PURPOSES NEREIN SET FORM, n5 BNIEO 1 2/20/05 REMSED UNIT 13 PHASE 4 TO UNIT 18 MEN OVEN UNDER MY HAND AND NOTARIAL SEAL MS__DAY O 20_ 4NW DRUM A.BRUCKEI.MEYER,P.LS./2450 �MFJ�SONA�I 12/15,005 ISSUED _ MLLE PRESIDENT AR 9wao'HLB NO. DATE DESCRIPTION BY NOTARY PUBUC U-SE F)w RES II/30/06 �PERV ALES N ��MSL � PREPARED FOR: •FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSUL ANTS,HNC HEREON.REFER TO YOUR ABSTRACT,DEED,GUARANTEE YdR. PASWNEW TIRE CwMOIIS L.L.C. POLICY AND LOCAL OROINANCES. n • COUP FEARE ALL POINTS BEFORE BUILDING AND REPORT ANY -MR MuadH�Lae°°PTA�i,K - ,;LLB xa:S6S-140 mA1N eY: SHEET 3 OF 3 DIFFERENCE AT ONCE. ----- Cor50 UNTIED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# 1 APPLICATION & PETITION Please Check One: Preliminary Plan �G Final Plat/Pr*J. ment Name:��� � 5 Date of Submission: „\ Development 3 _ 'Ct+►�Gaw,�.an s J � 5 1. Name of Petitioner(s): c,o 0-A r.aw S Address: -r�3��- �lGt',{�'� dc+ ,�.,e+ { 5�c t�✓rl'ta ,.b�,� (L LaSz.� _ Phone Number: Fax Number: 3�-st53S 2. a). Street address and physical location of subject property: .SAC t d(- l u 4 1 Ad d A lb x.�. ��x 30�C KA#t At��., b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 6.1" ac_- 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: 5caavtNG"�Lt £�'�C4rdtel,iLc� Ga�vT44T ?-tc4 Atb. L, 10 o. Attorney: Name: J 0 Ja K l G c d►v a.�-�- Dow,.�,a..�,!"+v-k. $�LSbR.I cebf�•c GAG s"1'C.TD Address:_.- l Z3 YW•�<� Nap�rvt l(� l i- �5�6 Phone Number: Fax Number: 1 -Re- 355 -"24 Engineer: Name: C4*4j ey Gilp a,�N/�Ss,J L.Ltl r•�- LTA �-[`CN : 1]t/`tG�'T't S� Address: � Ao zxc- M-AscA ; 1 c- 60'4-3 Phone Number: -63e-2-5-6-15515 Fax Number: 63d -Zf0-` 4 d- Land Planner: Name: J e.W toMl> D65+W A tit y-4 • -10"V4 N%A 12,0 Address: A,.6 tot,-1igA Gvt Si'+tZ' 4!744 Cu IC-4ka �6 a GS6 Phone Number: Fax Number: 73 - X63 -33l f —_ Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to Page 3 of this application"Petitioner Route, Step 1,Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of. 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their-knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) (&&A-f-�a �QS�r,a�Ecc,�,zy� tam-�-a..S CcC n Subscribed and sworn to before me this day of , 200 Is, Notary Seal THIS APPLICATION MUST BE NOTARIZED. "OFFICIAL SEAL" Avamane Duclik Notary Public, State of Illinois My Commission Expires 1=3/o9 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 , LEGAL DESCRIPTION GRANDE RESERVE UNIT 13-PHASE 5 PART OF NEIGHBORHOOD 3 -"THE COMMONS" THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT AN IRON PIPE SET AT THE NORTHEAST CORNER OF LOT 3047 IN GRANDE RESERVE UNIT 12 PHASE 2, BEING A SUBDIVISION OF PART OF SAID SOUTHEAST QUARTER OF SECTION 11, ACCORDING TO THE PLAT THEREOF RECORDED _ AS DOCUMENT NUMBER • THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.00 FEET, HAVING A CHORD BEARING OF NORTH 27 DEGREES 11 MINUTES 59 SECONDS EAST, A DISTANCE OF 273.09 FEET TO A POINT OF REVERSE CURVATURE; THENCE NORTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST, HAVING A. RADIUS OF 625.00 FEET, HAVING A CHORD BEARING OF NORTH 01 DEGREE 40 MINUTES 34 SECONDS WEST, A DISTANCE OF 223.44 FEET TO A POINT OF TANGENCY; THENCE NORTH 08 DEGREES 33 MINUTES 57 SECONDS EAST 11.79 FEET TO THE SOUTH RIGHT OF WAY LINE OF SAID MILL ROAD, AS DEDICATED BY SAID PLAT RECORDED AS DOCUMENT NUMBER THENCE SOUTH 81 DEGREES 26 MINUTES 03 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE A DISTANCE OF 80.82 FEET TO AN IRON PIPE SET AT A BEND IN SAID RIGHT OF WAY LINE: THENCE SOUTH 76 DEGREES 05 MINUTES 46 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE 668.64 FEET TO THE WEST LINE OF THAT PROPERTY DESCRIBED IN A QUIT CLAIM DEED RECORDED AS DOCUMENT NUMBER 200400014143; THENCE SOUTH 01 DEGREE 02 MINUTES 47 SECONDS EAST ALONG SAID WEST LINE 149.78 FEET TO THE NORTHERLY LINE OF THAT PROPERTY CONVEYED TO COMONWEALTH EDISON COMPANY BY DOCUMENT NUMBER 74-1092; THENCE SOUTH 73 DEGREES 32 MINUTES 39 SECONDS WEST ALONG SAID NORTHERLY LINE A DISTANCE OF 838.98 FEET TO THE EAST-MOST SOUTHEAST CORNER OF SAID LOT 3047; THENCE NORTH 20 DEGREES 18 MINUTES 51 SECONDS WEST ALONG THE EAST LINE OF SAID LOT 3047 A DISTANCE OF 108.61 FEET TO THE PLACE OF BEGINNING; IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. y 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eshveb.com Engineering Enterprises, Inc. April 19, 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 Grande Reserve Unit 19 United City of Yorkville, Kendall County, Illinois. Dear Mr.Wywrot: We have reviewed the Final Plat for Grande Reserve Unit 19 prepared by Midwest Technical Consultants, Inc. and dated January 10, 2006. This plat corresponds to that area covered by Detention Basin 10S that was previously reviewed with the Neighborhood 3 and Neighborhood 5 Mass Grading Plans prepared by Cowhey Gudmundson Leder, Ltd. 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 • An engineer's estimate of probable construction cost for Unit 19 should be submitted for review and for future use in establishing the required letter of credit or performance bond. UNIT 19 FINAL PLAT 1. The unit number in the title should be unit 19 on all pages, phases are not allowed. 2. Points of curvature, points of tangency and Points of Reverse Curvature should be labeled on the graphical portion of the plat, as the legal states. Consulting Engineers Specializing in Civil Engineering and Land Surveying 3. The legal description should not contain language referencing phases (see item 1 above) check current unit numbering and correct were necessary. 4. The legal description has numerous blanks for recording dates and document numbers which will need completion prior to final approval of plat. 5. The last line of the legal description should read, "in the United City of Yorkville, Kendall County, Illinois". 6. The statement in the Surveyor's certificate that the plat meets statute requirements of a boundary survey should not be used since there are many items required to be shown on a boundary survey that are not shown on a subdivision plat. 7. The text in the Surveyor's Certificate that reads"Illinois Revised Statutes 1977, Chapter 109 Section 1" should be replaced with "765 ILCS 205/1"to conform with standard certificate language for the United City of Yorkville. 8. The text"I further certify that the plat hereon drawn is a correct and accurate representation of said survey and subdivision. All distances are in feet and decimal parts thereof." needs to be added after the legal description to conform to standard certificate language for the United City of Yorkville. 9. The Mortgagor's Certificate should have the bank name and full address added prior to the recording of the plat. 10.A Special Service Area Certificate should be added if such an area exists within this unit. 11.Recording date and document numbers are missing for adjacent Grande Reserve units. These should be completed prior to the recording of the final plat. 12.The first paragraph of the Surveyor's Certificate should read "...have surveyed, subdivided and platted the following..."(bold text should be added). 13.Line work, leaders and text should not overlap and should be corrected. 14.The Point of Beginning should be labeled on page 1. Notes should also be added to same stating iron pipe set and northeast comer of Lot 3047. 15.Lot 3047 should be labeled on page 1. 16.Text should be added to state intended usage of Lot 3048. 17.Text should be added to state"Heretofore Dedicated Right of Way" or"Hereby Dedicated Right of Way"for Mill Road adjacent to this unit. The legal description states Mill Road was dedicated by a previous unit and if this is the case, a document number and recording date should be added prior to the recording of this lot. GAPub1ic\Yorkvi11e\2005\YO0527 Pasquinelli Homes-Grande Reserve\docsUwywrotGRUNITI9-01 plat.doc 18.Line 20 of the legal description states "East-most southeast comer of said lot 3047"should be changed to read "East-most comer of said lot 3047". 19.Two concrete monuments are required to be set at the extremities of this unit per "765 ILCS 205/1" of the 1997 compiled statutes (one is depicted on this plat). 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, ENGI ERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Bart Olson, Assistant City Administrator Travis Miller, Economic Development Director Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.L.C. Dwight A. Trostle, CGL Ltd. JWF, JTW, EEI G:\Pub11c\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docsVwywrotGRUNITI9-0lplatdoc BASIS OF BEARING FINAL PLAT P.I.N.02-11-30M12 REGDRDEDP AT DF SU"'T'BONS" GRANDE RESERVE UNIT 19 OF GRANDE RESERVE UNIT 7 BEING A SUBM SION OF PART OF THE SOUP EST QUARTER AND OF THE SOUTHEAST OUARTER OF SECTION AREA BREAKDOWN 11.AND OF PART OF THE NORRINEST QUARTER OF SECTION 14,TOAAISHIP 3]NORTH,RANGE]EAST OF THE OT 3058 6.156 ACRES---- 26],]80 30. FT.s THIRD PRINCIPAL MEIBOIAN,M THE UNITED CITY OF YORWLLE,KENOALL COUNTY,U-14019. - - 1 I TH[3 WIT COIIRESPONOB TO'E?GHBORN000 5 AS SKrOIMI IN TIE ANNEXATION AGREEMENT. •Y^&R''�,. '!'! e -A, �; tE. - —I-- [CONING OF LOT 304b 811.110N HEREON IS 'R-2 P.U.D.' -�T X •G4.kv �. ..� ____I__ ` f QIA1R DF FASEYENr Ka11C Ndi1H 5 _�!S :. RPy xaY wt w MILL RDAD vEe Doc xe.v5o6e�w FWND wEiMR UNfi 13 r-T l II<}}�� S 81'28.03" r tE¢5•r'E 1 \ a r _ I 80.82 3elY(MTA6.7 exB(NEC•Irw2) I vDEa14 vx IIIrLtI ( �,' ♦ r' ; Fauna v K MAIL ,' 1 ♦ `' N 08'33'57• AT cnL : rAr.( , L-s Y r ,♦ , ' _ s 1 N•O'il'y!•y �- 11,79• 16!.97( )) , N'O�btd E 9T)�R�C.10)Q SITE MAP Doc x.5 ) I 1 (^ \ 1 �T ♦ �� ^r... ----L__ [ L_ i r �6vy im.]er �°8g^ st•t1Ra�_ 376vs•�. �_ \_ I ♦♦ Oq D05 y,,,murl -� / .'�. - � •+... 4 R-625.0 !XTmHaysrE F B6g64' `fr+Rpryp ♦v { E•E5- � Ir a,MBlr ` , a� -`` ♦, L`-_ 3020 A 44' 1 / $ 223. fig ig CB-N 01.40'34• s m975Y E f/ I Ape s 01 ro2'4r E ` P—RI „^ J018 149.78' / 8 OP [ 7 A-273.09' R=200.06' sEr ccncKE IE xaxuuExr ' CB=N 27'11'59" SCALE: I'.100' a T—pop E,, v N/ C �' '� N 2098'51• 108.61' GRANDE RESERVE / GSM uNrr OOC.NQ_ '---- --- y:i`'• 9L�Ox SP.ww H �+ EO SI1Pn\ ag2 �cA � -T) t`.GRANOERESE E pM W. ao D 3 of v; - BUT, /Y q6 wx u seenax caro.R I .-.'S�� / ��ggnZ '6N�' r.c xr P.mAnnc t \`-' / -!''' - , r C '3'2 `.,,�. ,�' .. rzrox�i aaF•,Rmlc. ?ggyv4��" .... � ♦ e u¢uucn m a.x�c - CRTTTDc 4ESEF.,E +q $ 4' a aano arrc ".vll[ UNITS war a.sews uw nKN y �9 xa]mtwanoay /w I GRNNDE RESt:R`.'C al.a ar ca�wulmlur :RANGE RESERVE ! UNn 9 *u T PI,C. 00�le n:� /� ''- ""�� RFC 9/15/LIDS l SoIRH LINE D� •k SOIITIEAST [e[ LvfPPw to Yrwar cuYlEwi OOG N0.Lg3oo02M 16 WARTEw Q<SECnaX Il-3]->� [ SOV*pfASr CgUERTR SauM K WC—ll-])-) I OO T rta 4ST NALf R—0A =_ -�--- M STSa•DY E,]X.]J•@EC.DOF Mn BBa16,7 FoLAD],.•(,•O.D.J c N0. aw.c rAeu.a Rdl PPE AT C — —— —.TN Wf 1 1 T 4/6/M REVISE UNIT NUMBER 14 TO 15 Ai 3 3/,6/06 REVISE UNIT NUMBER 15 TO 14 .9 2 3114/06 PER RENEW .6 NOTES: 1 2/20/06 REMSED UNIT 13 PHASE 5 TO UNIT 19 MIX 1.SET 3/4-IRON PIPE(1-1/4'OX.)1MTH PLASTIC CAP AT ALL 101 CORNERS UNLESS SHOWN OTHERWISE 1/10 05 ISSUED MEK 0H SHEET ONE. 70- DESCRIPTION BY 2.A BLANKET P—C UTILITY AND DRAINAGE EASEMENT IS _ - HEREBY GNANTEO OMR All F.TIMS OF LOT WAS MIDWEST NOTFe, �. �RE:PARED FOR LIP•FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN i.LOT 3W6 SHA1,1 sE CONKYfO iO ME URITED arc aT TECHNICAL HEREON.REFER TO YOUR ABSTRACT,DEED,GUARANTEE YIXtKNLLE. CONAR•TANI INC. LL PASOUINM MLL CRO54NG L.— POLICY AND LOCAL ORDINANCES.COMPA.tE ALL POINTS BEFCRE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. N..enc uxos __ __ SHEET 1 OF 2 FINAL PLAT P.I.N.02-11-300-012 �N ER: GRANDE RESERVE UNIT 19 IN AC COROAKE WITH THE PLAT ACT 0364538 THIS PLAT HAS BEEN SUBMITTED FOR BEING A SUBDIVISION OF PMT OF THE SOUTHWEST CNIARTER AND OF THE SOUTHEAST CWARTER OF SECTION RECORDING BY: 11,AND OF PART OF THE NORTHWEST OUARMR OF SECTION 14,TOWINSVIP 37 NORTH,RANGE 7 EAST OF THE THNO FRINCRAL MERIDIAN,IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS. OWNERS CERTIFICATE cc j EASEMENT PROVISIONS A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION TIAS IS ro CERTIFY MAT PASOUHEULI-MILL CROSSING U.C.M WNGIS UNITED UMIUFf CORPORAIM.5 THE AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE FEE SIMPLE OWNER OF THE PROPER"OESCRI9ED N ME FOREGOING SURVEYOR'S CERTEICATE AND HAS CA USING IS HERFRY RFRFRVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH ME SAME A BE SURWVEO,SUBONDED.AND MATED AS SHOWN HEREON FOR ME USES AND PURPOSES HEREIN ILLINOIS Ek.a.ILLINOIS BELL TELEPHONE COMPANY,GRANTEES, SEI IOITN AS ALLOa�D ABED PROWLED IM GY c 71ITT,AIM DARE-HEREBY ACHNOMECSE AND ADOPT ME SAME KENDALL COUNTY RECORDER'S CERTIFICATE THExESH.cINW ECIWFRS SIx%EaaCHO AMANIONS.JOwIIANDIMEAS NLVroCONSMUCTEJERAIE,EPnN WNTAN. LLDOR THE STYLE MD TILE MUSEUM INDICATED. N.T.E. 1EP1lCE.9lPP1ENEM,IdOCATEPM T6gW,fRO4nMF roTWE POU,OUYe,NKHpla.1YIE6,E..Ra ME UNDERSIGNED HEREBY MOICAMS FOR PUBLIC USE ME LANOS SHOWN ON MIS MAT FOR IHORWCIBAEN, STALEDE WNaS ) I-TRAB.INMFORYERS,P®airNa.EWTMExTfIb NeTaplo CNA EAaWGReuYDmcONNELTd w11H 03.1 ULEP(AIWNOTRAMMf910N ANO D16TPowTONON_C ITV.COMMM'UTCxB.aWFffi MD WOUL9'M.OVtiR.=KTAGC]]. STREETS,ALl£YS AND PUBLIC SERNCE5;AND HEREBY ALSO ESERYtS FOR ANY ELECTRIC,GAR,TELfPXONE,CABLE COUNTY OF KENDALL) ALONGANDUORMENTME-OTIRE NTORF)tONIOLTNYfIMNTK IAWIEU OR DOTTED U'E9ly----ION--TAM TV ON ONCE NECOUNIUM-FORS MWITANY UNDER FRANCHISE AGREEMENT MM ME UNITED CITY OF YORKNUE. _wIN..I.THCWAKrcrtry UNBIIaMT60 KIM 'MDR SUCCESSORS ANY ASSIYNR,THE EASEMENT PROVISIONS WHICH ME STATED HEREON. THIS MMvIo NT _,WAS REED FOR RECORD N THE RECOMM DE-NNGF00D IIbIFNA M'DORQTTAA RAT AB•OOWHMEID.640' RAID WE PMOFERtt R3KMAT[DdMRAT AR OFFICE OF KENDAL COUNTY.LN015.ON THE-MY OF WyJrNION APBAORAKFAS.ND MPKNERTYOFAIONTFDM MFLAT PoR9MED AW AUPVS INIETErt PUauC dPRNAR ME UNIMSONED FURTHER CERTIFY MAT ALL OF ME LAND INO-WED IN MIS PUT LIES MMN ME SO UNDMES AEA,20__AT_O'CLOCK-M.A.NAS IAN WOH THf RICHiTO NBTNL IeWFHED ETNIGfi CONECOOfI LTaEH I1L MIGAMIX EACIHLOI.AND CONMd AREA ON OR YpNNLLE CWMUNry UNIT$doa d$1RICT 111 HECORDE3 N BOOT-OF PLATS ON PAGE Aw Ir0'hFE11BPOhAIFN 19 MEd.MOx ADJACENT tOTS.AD WMADx AREA MwxEA9,TIE RCMTO GUI. NIMIR T.EEB.welE3.KOOIS,AAPENGSAWDroCJEARON SINUCTONa FROMMa1AFACEA1HO41Bau FASWYBERFASCHN- rEWIE04NCIDGUrOrnEIWpHBIEAEnO.Wx.AID TIE RIOHI lO FxTEF UINRN THE]lFO3•ILF.D PEJP[HfYTd ALL BLCR WLM'OSES GATED AT _,____-__-M5 DAY OF_-__- 200_ rEOBamUMt RECGLOER O DMDS dWJiT®LK91o. lxgrMlm)Ox TnE PI Ab WUmfn 4ANFANR•,•URIry EAS IAaII-.'IVtlLCUTLm FAa_rAFxr vuL- PAAnIIwFII _ pa NDy�E,• aw4.pIAbnLW1T11CU1M PRIORTMITTGRC(NST-TOFTHEGRWIHEa.APTW'T61AWnINUANYNUCH ITES.IH CORPORATION NAME A u IrE wACNDfDHNxWIAIY aNAL IDr eEALTDEOIH A WnMER,D Aa To NTFDFEE mM ME EwETx OPERATKNAWD CITY CLERICS CERTIFICATE 1=1E14vFNrs•aMALLWAVETIEAEANING .-NOVwwTElaN1nE•coHDafMKNPKDaEmYACr. AYwESS-Fti•!Nnn STATE OF WOOS ) H]NVTFR 166 AC9aN2Aa AAE7DE0 FROM rMETO TAfi )� ERA1LDNDNAOEAORMEAN•ND-ASIALOTIMRCAMMMRMHKNDPERW.Mf MFCW UMMO SULIIE_E COUNTY OF KENDALL) EFLICVLau T Of wwd SRESB DNwIKIL60RMAx AN•OLlq TOTIE9EPAMTELYOAYLEDWM.MTNCELSMMFMWTHAN APPROVED AND ACLEPIED 0Y 111E YATW AID PTY CONKJI.IF THE ENELOPHFI.T,EYENIrouGHwd WV aEmIERW CIE IE6KAWTFD ONMMrUV 1EIN9 MUDfIMDU,LOT'. teM,QMMOIX_K VOMAOIHEL-WOW-FN]P lWCLPENANEA'.CCAAIO+ODLNIT,4AINNET•,AIUCOMMCHAEA•.--. TWIIONAEAM AT MTE AWED OF HUD MRS------B Y ORDNANCE N 20 Aa'ANDYOMWn¢YVNIYInYIUDE PEAL PROPERT79UE AS.-I 1EP OR OMFWAVa AWD WMTOO-RITEN-IAIEa KEV. Al A IIEEiINO HEIR MRS_____SAT OF_ 30. ARE HNWOPfiRTr I•IHraq.LLV ccpPEO arw wn mWD.NM+L'K:AISNEea palTCl rn srALK;luRE9 sllpl M APOW.IETEROnPdoM �MMAC+t cOUwENr PRESIDENT gatErMr HYATKN M RA.ttnM9vML N DOE 0v DUUlTFFbwT Wsi OF ME dJNiOMOTONWER,UTA7M wTI1TIfMRE01I9i. OM MEAN UNITED CITY OFYORKVILLE (PRINTED NAME)PE90ENI (DIETED NNE)gOETARY EASEMENT PROVISIONS ..� T .. PUBLIC UTILITY AND DRAINAGE WEMEM COUNTY CLERKS CERTIFICATE IS-RAaER.T.-A-OR.�I>a TO aICAMMIT.-YOCIT FnN eO.-S.NrzRC•rE CTHAR STATE OF__ ) STATE OF II1N015 ) F%MIUq FMNFN eFD rn.AN HCOTw rICGrvGYOIA.Valre wuDC.LAD MANME9KCTNF >� )SS OR�MASsG�N 1AM1ww MAltAaswf .WNEPUrAe T.auLUTYxrA VUIwoL EASEA uRrlmw*LM PU EOE.ITO coomw or_�__ ) MONTY OF KDAML) CUMTIKICT.INSTMLRECGTRUCT.REPAA E AVMF AEw.CE YTKR.NANTAN-PERATE INDFRm+01M RM70AI3]IOW AWD _ _�Cd1Ntt CILRIL DE NENDA.I.CWx1•,IL!WOIq On SYSIUl UNDUE.T-N`t11Ew1NACtp IM.'Wa CUT)-DRAM-kLASLMENT','HGUDWINI MIL.11= 1,_ �A NOTARY PUBLIC IN MD FOR ME COIWTY o0 iurs+TOnE GBLF.GAe WINS,ELELTKC.UIE3 CABLE HDBVBON LIVEN.ANO A:NTESATIRIfNANTHIExeTO T HEREBY CERTIET MAT THERE ARE NO DELINQUENT GENERAL.TAMER.NO Oc ACCEtl TIFRETO FORMEPBOM.T:LAIDfiWIPMEM KCA99NDAx0 EOUREO WW9UCH UNFB MD UMPAD WRIKNI TAKES,M 1ANPAD FORFEITED TAXES,AND NO REDEEM A-G-THEn NHMTML RGTTO I-L REM.-ST-1 WANECTCINAINKEIIM-ACE O'EAFJI LOTTO aHaE MD STATE AFOESAD,W HEREBY CERTIFY MAT TM SALES AOANST ANY OF TIE LAW INCLUDED N THE MAT HENOM ORANN. I ryMA -G.TTM ON. AND _.,PERSON-1 KNOMI TO ME TO BE ME FURTHER CORNET THAT I HAYS RECEIKD ALL STAMTORY FEES N CONNECTION M-SDENT AND SECRETARY OF _.AS SVCMN ABOVE,APPEAED BEFORE AM THE PLAT HENEN DRAWN, SAL 0IEIEDr RESENWO HOW AND OPwNED TO THE UNITED CITY OF YOM.v-ILLNOT TO CONNTMOT M M5 DAY AND AMMOWEEM,FD MAT AS SUCH OFEWI THEY SIGNED AND DWYERED ME SAN INSTRUMENT 12WN UNDER MY HAND AND SEA 0 ME COUNTY CLERK AT TOWlNUE, _ Nr AND IWNSECT FAOUTES FOR THE INANSOTTON AND GRTRANIG NOF"M AND CAUSm THE CORPORATE SEAL TO BF AFi1ED MERETO AS NOR FREE AND VOLUNTARY ACT AND AS ME AHIVBEwEIa AFD EEL{TICm,wIrNN iNE AlEAa 91gWN OxM P1wTA5•FIAC UILIry 4OMN+F# FREE AND VOLUNTARY ACT OF 510-RATay FOR THE Ug5 AND PURPOSES THERM SET FORM EAgMBRr.100E THMI AM OFAU. MRlO Mf PEPBONMLMDBOUPAEIITME[EBNAMAWWWIFFDFMMCY IWNOS,THIS DAY OF_-___ A--- U9E6 AND-G11 OWN UNDER MY HAM AND NOTARAL SEAL THIS DAY OF Mk ABU,%NA1fUENiMEBME xEEBY CALWTUI IRE NgMi TEENIER TRW FA9LENT9 nEEIN OEACRIIED FDx IRE uEfe IAUEN NET ARID TE RK1HT FORM iD LVT.MIM,aRTEMOVE ANv TPEE9.9NRLBB OR OTER PINK]W rtMIN MAll'-A80LSIGNAIEI M4LBLC AD ORAMMtEMENHaT•IIMKN NIEDEE MMiTE CONSTRUCTION,wTTMLATOX,RECdamUCTIOINREPAR.R PURL. IEPUOAE:IlI WNIENWCF AND GPMAIIONOTIEIR RAKEPGROHM iRANOMSBCNANO DMMBU1CN 9v6TFJAa AHDFACL.TES xOTARY WGUC COUNTY CLERK A14UNHFAYNi IIEETO.I PBNAEMNAOIMN 911NIC 11-OR WN I--SWMLL BE COITRUCTEO 1111.M OVER MY Mw OF80MA-AS--UMTYA GWMBE E9f.LEN1"BUE911LHARE-Wr OE-FOR OVDENB,aHR-TE. WD6LMTD.ORwlWAVl,A1D OTHER REEAIeD NlMFOAFB-1WNOT wWNAMV INIERFEAE IMTH ME J-HIEN DE9aHIlEu CITY ENGINEER'S CEERTIFIC.ATE STATE Or ILLNas ) TS HRTITEN4HP�1 BEOdENMUCNA MAaEMEA wwsEnOi lol wmprn�mE�pLMOE TANiIE ivl�Anai lADroLAUs 55. MNEO Sv OMM ENTRIES FOR WHICH IRTCH UMAENIE AE GRANTED AND EYTVED M CR0901N0 ANO E[RDN6W d M CIX.MTY U KENDALL) FAZMEMB SY M AS(Mf IPJH®BNTIItl]MNl tl DOWNE Ix 9uCHA WW7Eq EO A91KR ro pR1enWFTE w'M GMAOf.ORDIaRMR RAVSVItlGM AND p]TRangN SraTF.D AWD c.GmES APwRTM4N1 THEETO FA19r Nc wIrRN TIE FNal:nls IIEINa I,JOE KYKROT•CITY ENGINEER FOR THE UMMD CITY OF YORS IIE,DO HEREBY ORDAINED,OR BEQOeOED.NO V9e ON OCpR'ATKN OF SAID M�FM3NI=C 4POVE NAAm FINRTRS9L�ALLC 9E MY CIWKE IN CfR1KY MAT ME ME ED EIEWWMENTS HAYS BEEN INSTALLED OR ME 01110E OR MPM(W atVDEM SURFACE CMIFBDE PATTBNA. REWIRED M.G1 OOU,A-.WAS BEEN POSTED FM TIE CGMM ION U FM1Omxc ANYwpIArotlIEaEORIADEIRL UNTRIED CIry OEYORNVx Ir NINE E>®TCIBE GFIT M7lD'OMf RHCMB WEEn ALL TEMPTED RigOKYENIS O0.ANTD.9ADpry llNii MM ROOluOAIKNwIN RE]PECT iO SIFEA¢Rte 101NTDN,INOIDMGMwILM1®TO.M DATED AT YOTOMLLE.LLNCIS THHS__DAY OF_ 200- MASTTNAGON IEPAIR00IM AEELBROFPAWNINT.RNl.0U1TaT,IIEfB.LAwMORWNI.Wlm,IMWNATI. R.HMI a.D CITYNW4.CIEMLKNTfD.FOLLD i MAXTEW MMOFN.VMQPLLMOMOHMALLTERK NCRATEDWMTORFTAN 9UTASE ONNNAOE,tt10 MTCHANAS MATORCOK UEMMACE.tOEMNEALLEXLf WMSMD9 '0 AMM- M MAHIFNANCk AIWA M A ONLLTW.LY CRAM ND MCRpHArAME CONOTKN. CITY ENGINEER STORMWATER MANAGEMENT EASEMENT PROVISIONS AN BAeFLBNT B-MY-EWU FOR Ar4I GRANTE0 TO TIE UNITED CITY a YORKNLLE ANT)M Ue SLGCEITSORSANDMAKM,OWR CITY COUNCIL CERTIFICATE oIa.TB7r usELEn1•NEEIMALIM a.vE ION MLNAT Fd Me IER.ETUALOGHr. STATE OE�WNOS ) PARLLIwLECk.ANVIL IrTBEG 9URR-,COM511�UCT.REL'OWTRUCT.REPAIN,nSRCLNANTANAMDOPERAT-11OTSEwERSMDTE S 9K3IEMATER W WACEAEWr AKFA rocFMRwIM AxY.7DALL xE�aMRrcv«IDLJS.GIdwIN]sANGASD sNralN,wA1fR CONTY O KENDALL) FLE MEIN A1D CDAAMMRKAIgx UWE9.Cd10-o ICRE1 STYALFS,wrD OrIER 9TIDCnKESADAF]w1IDNx6BA6 ECESWJT'NYMKTGir,pyER.UPON.ALONG U ANDMR-GWMIDINDIGIMwBOWT.TOORTIEAWTTx TIE APPROVED AND ACCEPTED BY THE MAYOR MO CITY COJNCIL O TIRE MIGWTGEALLEa3 ACRCba MEINTOPWTYIpt1EfE98NTYMEW ANULW WMENT TU pT AMY Ur InE NIOVEwOE III NOnrWH3p to WroowN.IWNMReADW wM HIES.MRUtL]M GTWAN IAMTAd TIF"AWANI HMI NHra9EEmM TIE UNITED CITY O TOPINLUE.LLNOIS MIS _DAY OF --_ ZOO_ -TON aF SEwExsUROILER ImuTO].roWVTWnexrevlLOFDN SIHALff 111 ONMID FwNELV+I.NO CnNDE 1FJIVORAPHYORSTDAAwATER WMFLGFMFfrt srn ESMMNMFA9fuFN1 ALLTUT 9ILV LITE NbE mrtHORF10KE99 wN GOIDMTOF M Cltt fVOfAP.R BU SIRE W Y tl USED Fqi PLMOSEa TNT N,NOT THEN OR tATEn INTEAFFE WIM ME AInJRfMO W Fa CR RgN19. HAWK O M P,LOP[Rry sHM1 PdNN Eadsinl F Ern THE MAMENANF.F Hy rE SRMHHwATea NAN,AOENENIARTA AEG AWIMICNANU]MVIRITFD CIry of YOAPALLE WILL ERIOPMOEY f4EAOfM:Y iPOCEOKESAS UENTD xFGE99VRV 0v MCry BDTlSA 6IHE IJMTD CIrvW rgiKNINE. LANDSCAPE BUFFER EASEMENT PROVISIONS uxLAewa LKSNACfsAD AJnIDxe.MfilEn.m GNEM F.aEMFxr Mr.NT OVEWALL Axes d T.NF rtAhMICIKKLH].ArvuaGYi.11 tN-MEWr10 MTAL PUNT,Ww1Am.TVYBCT.RF4O.4 ANO WS-1 MARES aHRUB9 1m vAa.PUMNTI.ORpAR7COWm AWED TRTFOIMSOEVFGETAIONAMLAW-CMINGRATURIM-MPOR.LRYOR AAIDNOB,SORUCi1Nfl MOB61M1CTON9 aMLt CIE RACEDOx GROW.9ADEA3lA I-NOR 6HA1 ANY Y.TL VEfi,ATII NI:NOWD.(EXCEPT TORFrI CIF MD19fA9EDWMIAII YWMLAVMMIg .MTI IT VINTYIN ADTWgRIroE InE HAalm CIry a YoWNVxLA TURNER neNlaeIIWF FONT Ta rTHrcn WIHTDwNA o<THF LAITrAPF wFFM H:AIeLEErr A��s.w AwuRTENAJCes.�� CITY PLAN COMMISSION CERTIFICATE PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS STATE UP ILLINOIS ) THE GMITDCIry OVOWMLLE.HT aIKCE'arns.LKSVBAC9 A1D AtlIOnO,MF-G EATTEMS-RIGHTNOWRALAREMd )SS fiD4FD691NNH WANAENr.TPE THAI_ SENFM•,'PEDE]rnIMAW NIKE TRAL FA9F4ENr pL STdMWAISx -HIT OF KWIIML) AMMAFART:MSNT•TOOONBTMCI.IWBi/aLE[d]TRUCT.gEPAN,RBA NE.RFMtf,fE GT,WIMNN An dEM1F F<JTEaTMAND 10MCULTWA.FM-011 YWION IREUSEADENILTPNIITa 1wGENUMLFI18UCMASOVE MIAAU APPRDYED ATD ACODTED BY THE RAIN COMMISSION OF 1-11 EEx OIAH-1,B-TO...- AT.-CEFOTTIA.-TE--T.ET-TW-.lE W L MAIM,OR ME4gYEANYTYFFA Y10N M Oirat W]ANISw111N T2 EA6FMEM AIEA9 HLH21x OWMAD WxCH UNITED CRY OF YORKNLLE,ILLMCIS,THIS SAY OF__ AO_ IHIHEFI _H-CONS-LICINN,INSTFLATId,rECtwsTNLCIId.REPAN.PDAWA,-LALinEM,IMPECTd,WN- ]RIO flBlANTIS MTIIRFNFNE mMM KID WEREx DuxlED9,elAU:nl AE9OP DISTNUCllwe911ALL of Plwtfod Md[A CITY ADMINISTRATOR'S CERTIFICATE STATE OF'WS ) )R SURVEYOR'S CERTIFICATE CUE-K KONG-) STATE a II.IMR]s ) APWRMD AND ACCEPTED BY ME OTY ADMINISTRATOR OF THE )SS COUNTY OF DUPAOE) UNITED CITY OF YOMNLLE.ILLN01S•T1A5_DAY OF--200- MIS IS TO CERTIFY MAT ME.MOWEST TECH NICA1 CONSULTANTS INC_PROFESSIONAL DESIGN Z E NRM-LAND CTY ADMNIS BATOR ----' SURVEYING CORICRAICN M.MA-002037.HAW SUAWYED M3 SIRDIMOED ME F'OLLDMNG DE-BEO PROPCNTY. MAT PMT OF THE SOUTHEAST WARIER OF SECTOR 11.MBN-P 37 NORTH.RANGE 7 EAST OF ME THIRD PRINCIPAL MERIDIAN DESCWEED AS FOLLOWS: KENDALL COUNTY RIGHT TO FARM STATEMENT BEGINNING AT AN IRON PPE SET AT THE NORMILAS1 CORNER OF Wl M47 N MANGE RESERVE UNIT 13•BEND A NOTKE: SUMOSION OF PART OF SAID SOUTHEAST WARTER OF SECTION 11.ACCORDING TO ME RAT HEREOF KENDALL COUNTY HAS A LONC,RICH MADAM IN AGRICULTURE AND INSPECTS WOO ROED AS DOCUMENT NUMBER_ _THENCE THE ROLE MAT FARING CONDONES TO PUT IN SHAPING ME ECONOMIC NORTHEASTERLY ALONG THE MC OF A CORK CONCAVE TO ME NORTHWEST,HARING A RADUS OF 20000 FEET. NABUTY R M-I INIOPEAIY THAT SLPPNT5 T9a INDUSTRY IS HANNC A WORD BEARING OF NORM 27 DEGREES 11 MINUTES N SECONDS EAST.A INSTANCE OE 27 O FEET TO BIOCATED BY A ZONING INDICATOR-A-H OR AG SPECIAL.LINE. ANTONE A POINT OF REVERSE WRVAMIW;THENCE NORNMY ALONG M AE OF A CUBA p71NCAW TO ME EAST. DOFBENUCTWO A RESAND"m OR EACMM MEIN TICS MIND SHOULD BE AKAE HA NO A RADIUS U 835.00 FEEL HARING A CHOD BEARING O HOLM O DECREE 40 MINUTES N SECONDS TINT NONAL AGROU."Al PRACTICES MAY RESULT N OCCASIONAL SMELLS. OUST,SIGHT$•WISE.ARID UNIQUE HOURS OF OPERATION MAT NEST,A DISTANCE U U.14 FEET TO A PONT U TANGENCY:THENCE NORTH 06 DEGREES 33 MINUTES 57 IN OTHFA zON do AREAS MORTGAGOR'S CERTIFICATE SECONDS EAST 11.79 FEET TO M SOUTH RIGHT OF MAY UE O SAID MILL ROAD,AS OEOCATE'D BY SAID PLAT STATF OF_ ) RECORDED___-- AS COMMENT NUMBER__ ss TUNLL SOUTH D OEOREES 26 ED NTES 0.T SECODS EAST ALONG SAD SOUTH RIGHT OF MAT LIKE A INSTANCE OMINtt a ______) OF NO III FEET TO AN IRON PIPE SET AT A BEND N SAID.-IT WAY UNE:TENCE SOUTH M OEOREES tl GC rn ME IYROrEATV OESOASEO HEREN, MINUTES 40 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY ME 5-64 FEET TOM WEST LINE OF MAT WHEREBY CONSMITS TO M EELUT�ON AND MCORONC O MA MOW MG FOREGOING PLAT OF SUBMASION MO PROPERTY DESCRIBING N A WIT CLAIM DEED RECORDED AS DOCUMENT NUMBER Z00400DIII/x INEMX-01 .. _ ..:.��._� ...,•,• _ - HEREBY 9J9YI7 ITS - AS DOCUMENT NUMBER P.r c-W4 •A:c Y: __JN NE O FCE NE RECORDED of ____ 11R 05,A ALL O DEGREE 02 YWVIES 47 SECONDS EAST ALONE BEND WEST UNE IN.7e MET TO ME NORTHERLY LINE U THAT ME PROTI THEREOF, FgOPERl OONWYEO TO OINMxEUTH 111-COMPANY BY--T NUMBER T4-t G9i;NOTICE-1 TJ NORMS 52 MINUTES A SECONOS WEST ALONG BARD NORTHERLY LINE A OSTAHM U 8X98 EET TO THE N MME$WHEREOF,ME SAID__�_ _ HAS CAUSED THTS INSTRUMENT TO BE EAST-WO57 SOUTHEAST CORNER OF SAID LOT 3047;THENCE NORM 20 DEGREES 18 MINUTES 51 SECONDS WEST SOED BY ITS DULY AUTHORIZED OP OURS ON ITS BEHALF AT ._ ALONG M EAST LM OF SAO LOT 0067 A DISTANCE OF IOBAI FEET TO ME PLACE OF EOIME;IN BRS- TH5_-SAY OF -_.A_� TOWN9NP,NEMMLL Comm-OS ME MR ER CERTIFY MAT NO PART OF M MOW DESONFD PROPERTY 19 LOCATED MORN A NPECIAL ELOOD H,QMD MCA AS INNTIF10 BY ME FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON NO 170MI-002M MID,JULY 19.1962.All OF THE PROPERTY IS LOCATED IN ZONE C.AREAS OF MINIMAL FLOODING. PRINTED MAZE AND TITLE E EURMER CERTIFY MAT M HAW SET ALL SUBOIN90N MOMWENTS AND OSdBEO MM ON THIS FOAL Amr. _____� MAT AS REQUIRED BY THE RAT ACT(ILLNOIS RENMO STANIES 1971,CHAPTER IN MOTION 1). -_-- -_----- ME FURTHER CERTIFY MAT M PROPERTY SHOWN ON ME RAT HEREON DRANK IS SIMATED WTHN ME ___ CORPORATE UMIIS OF TIE UNITED ARTY OF YOR AT.U.ILLNOS,WHICH IS EXERCISING ME SPECIAL POWERS PONIED NAME MD TITLE MNORZM By OIVISON 12 OF ARTICLE 11 K ME WINOS MUNIOPAL CODE M AMENDED. BE M THER CERTIFY NOTARY CERTIFICATE SURVEY HE DEERTIF BY MAT TAMTE.MAT AND SURUM9ON MEETS M GWENT REQUIREMENTS OF A BOUNDARY STATE OF___ I COUNrv,OF ))SS OWN UNDER OUR HAND AND SEAL AT NAPERVILLE,ILLNOIS,DRS_DAY OF AO.,A0. I, _ A NOTARY PUBLIC IN AND FOR TAE COUNTY AND SITE A'OREBAD.00 H INI IDENTIFY MAT _-_ ANO PERSONALLY KNONN TO ME TO BE ME AWWCHT AND SEOWFTANY OF AS SXOMN ASONE,APPEARED RFFORE ME MIS DAY AND ADOOMIDCEO MAT AS SUCH omcnm MEY 90 3 AND DWWRUO ME SAO INSTRUMENT AND JyBfU'w.O CAUSED M CORPORAIE SEAL TO BE AFFIXED THERETO AS MDR FEE AND WLMTANY ACT MD AS ME FILE AND WLU47MY ACT O SAID CORPORATION.FOR THE USES AND PURPOSES MEN SET FORM. - SORE RUSSELL W.OLSON.P.LS.I me WMRIB OWN UNDER MY NAND AND NOIARAL SENT MIIS __MT OF_ 20___ Ila PRSSOENT OTOFRWF101YL lK£NSE DIPME9 H/50/De LMDBIDEVN w mAMLrM NOTARY PUBLIC 4 { OR RENEE LINT NUMBER 14 TO 15 .IB U'fRVaL J J 18/O6 REVISE W1 NUMBER 15 TO 14 E, 2 J 14 PFR RENEW A ,yN lRUC4F�P I Z /GIB REVISED UNIT 13 PHASE 5 TO UNIT 19 NIX ___-_____ 1/10/08 ISSUING YEN ORUO A.9RUCKEIAEYER,P.-/2436 O ILLNCIIT PA ND. DATE DESCRIPTION SY PRESIDENT R 9�jpyE�ypR _ UONSL EKMIRES tf R ND.99l4MIM MID �jl WET TE S�CAL PREPARED FOR: TFP4gVRL6� CONSULTANTS,INC. PAYWINEUJ-MW CROSSING U.0 •FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN LAN.t::- HEREON,REFER TO YOUR ABSTRACT.DEED.GUARANTEE POLICY AND LOCAL ORDINANCES. rr-"" °�.IDe m NO.:sae-I4o NAw 962 TREK •COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY w•°0'0"' _ __ DIFFERENCE AT ONCE. ---'. -._.-_-_-- _._. SHEET 2 OF 2 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 RECEN" 630/553-4350 PC# APPLICATION & PETITION Please Check One: Preliminary Plan I✓Final Plat/Prat. aMt- ��c �-0 Development Name: 4A CL ite- l¢ Date of Submission: 2- -A G .W- I C .6arG.ed Z; 1. Name of Petitioner(s): P.*5zD 1A16U,l -PLAe-e LLc Address: 535 V1'C1A-0 e Ad 4^c( � Sva� � . G✓il/a�,.b/bd,� IL Phone Number: Fax Number: 3v St S d°f 3S 2. a). Street address and physical location of subject property: NDfAA9 6 rntr o� l ?vst-ate T Ti-a, l a�n�+ ulA�bl Qd Nanl�s,�. aF kA .b1 W -nn�"A 3a4�' AMC-*t� 4"t-0� b). Legal description of property;attach as Exhibit"A". c). Total Acreage: 2.2.6 Sc-' 3. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Ca iuo.-pfflk� Attorney: Name: J dtt^ �k�i�,n c�►���-r Dcw,�,�.r••..-�. , ¢�s I Cob,-%.c a.-.d "4+LIn Address: lZi PVC41 fit- Nap�rylfl� lL. �5G6 Phone Number: 1a 3a-35 S-5, Fax Number: 1 _ 3 5 S -59 2� Engineer: Name: C Dww C7���p A,�,�� (.ffd L'�'� ,D'[`t1�1 I V^Iam 2 MLe Address: -'2A� Ao z,c,_ 6c V/.> S v e rIYXI 2.r�s'. IT-Ase-A l t- 6,0 Phone Number: Fax Number: 63d ,Z%3—16 44- Land Planner: Name: J eiJ CA- N-15 DGS,4 A) A-M�S , .jo+Av� 1.4 cr,0 Address: C&A%,6 cat,-AAJ--A Q✓WA 5-.d re' IidL i Cu aLdA-o 1v 6 d bSb Phone Number: 793- 6 3_3 37� Fax Number: 77,3 - 763-33Z f 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: �t,6��•••., 7,ZaoG Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) (i4Geat+r Fns ��w�Ctc —A••�ta. c44s•1.4,.t� c.`c, Subscribed and sworn to before me this of 200 Notary Seal THIS APPLICATIONMUST BE NOTARIZED. GR1NC`�Y C C No JANET M'S1r. : �. ..; roOls TpRY PUBLIC. x;1 .1, py,24i09 MY COMMISSION E Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 r Proposed Grande Reserve Unit 14 Phase 1 THAT PART OF THE SOUTHEAST QUARTER OF SECTION 11, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THAT PART OF THE SOUTHEAST QUARTER OF SAID SECTION 11 DESCRIBED IN DOCUMENT NUMBER 9708514; THENCE SOUTH 74 DEGREES 01 MINUTE 19 SECONDS EAST ALONG THE CENTERLINE OF MILL ROAD A DISTANCE OF 302.98 FEET TO THE NORTHWESTERLY LINE OF THE COMMONWEALTH EDISON RIGHT OF WAY; THENCE NORTH 73 DEGREES 31 MINUTES 37 SECONDS EAST ALONG SAID RIGHT OF WAY LINE A DISTANCE OF 93.18 FEET TO AN IRON PIPE SET AT THE NORTHERLY RIGHT OF WAY LINE OF MILL ROAD, ACCORDING TO THE PLAT THEREOF RECORDED , AS DOCUMENT NUMBER ; THENCE NORTH 74 DEGREES 01 MINUTE 19 SECONDS WEST ALONG SAID NORTHERLY RIGHT OF WAY LINE OF MILL ROAD A DISTANCE OF 382.52 FEET TO AN IRON PIPE SET AT A BEND POINT; THENCE NORTH. 76 DEGREES 05 MINUTES 46 SECONDS WEST ALONG SAID RIGHT OF WAY LINE 398.72 FEET TO A POINT OF CURVATURE, BEING THE WEST-MOST POINT OF GRANDE RESERVE UNIT 13-PHASE 1, ACCORDING TO THE PLAT THEREOF RECORDED , , AS DOCUMENT NUMBER , FOR THE PLACE OF BEGINNING; THENCE CONTINUING NORTH 76 DEGREES 05 MINUTES 46 SECONDS WEST ALONG SAID NORTHERLY LINE OF MILL ROAD A DISTANCE OF 335.39 FEET TO AN IRON PIPE SET AT THE EXTENSION SOUTHERLY OF THE EASTERLY LINE OF LOT 1 IN STORY BOOK HIGHLANDS, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF RECORDED NOVEMBER 4, 1963, AS DOCUMENT NUMBER 143248; THENCE NORTH 01 DEGREE 11 MINUTES 05 SECONDS WEST ALONG SAID EXTENSION SOUTHERLY OF THE EASTERLY LINE OF LOT 1 IN STORY BOOK HIGHLANDS A DISTANCE OF 616.39 FEET; THENCE SOUTH 75 DEGREES 09 MINUTES 30 SECONDS EAST 248.68 FEET; THENCE NORTH 14 DEGREES 50 MINUTES 30 SECONDS EAST 120.00 FEET; THENCE NORTH 75 DEGREES 09 MINUTES 30 SECONDS WEST 20.47 FEET TO A POINT OF CURVATURE; THENCE NORTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHEAST, HAVING A RADIUS OF 183.00 FEET, HAVING A CHORD BEARING OF NORTH 73 DEGREES 45 MINUTES 30 SECONDS WEST, A DISTANCE OF 8.94 FEET; THENCE NORTH 14 DEGREES 50 MINUTES 30 SECONDS EAST 66.12 FEET; THENCE NORTH 37 DEGREES 23 MINUTES 20 SECONDS EAST 148.98 FEET; THENCE NORTH 59 DEGREES 32 MINUTES 23 SECONDS WEST 57.67 FEET; THENCE NORTH 01 DEGREE 11 MINUTES 05 SECONDS WEST 158.00 FEET; THENCE NORTH 31 DEGREES 15 MINUTES 17 SECONDS EAST 89.64 FEET; THENCE SOUTH 89 DEGREES 33 MINUTES 17 SECONDS EAST 168.36 FEET; THENCE SOUTH 87 DEGREES 58 MINUTES 15 SECONDS EAST 78.84 FEET; THENCE SOUTH 70 DEGREES 31 MINUTES 46 SECONDS EAST 78.16 FEET; THENCE SOUTH 51 DEGREES 43 MINUTES 48 SECONDS EAST 99.54 FEET; THENCE NORTH 89 DEGREES 59 MINUTES 19 SECONDS EAST 78.14 FEET; THENCE NORTH 21 DEGREES 31 MINUTES 25 SECONDS EAST 120.00 FEET; THENCE NORTH 68 DEGREES 28 MINUTES 35 SECONDS WEST 23.36 FEET; THENCE NORTH 21 DEGREES 31 MINUTES 25 SECONDS EAST 186.00 FEET; THENCE SOUTH 68 DEGREES 29 MINUTES 01 SECOND EAST 167.50 FEET; THENCE SOUTH 81 DEGREES 27 MINUTES 22 SECONDS EAST 74.02 FEET; THENCE SOUTH 88 DEGREES 36 MINUTES 00 SECONDS EAST 30.00 FEET; THENCE NORTH 01 DEGREE 24 MINUTES 00 SECONDS EAST 14.59 FEET TO A POINT OF CURVATURE; THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 435.00 FEET, HAVING A CHORD BEARING OF NORTH 24 DEGREES 58 MINUTES 53 SECONDS EAST, A DISTANCE OF 358.07 FEET TO A POINT OF TANGENCY; THENCE NORTH 48 DEGREES 33 MINUTES 46 SECONDS EAST 146.12 FEET; THENCE SOUTH 41 DEGREES 26 MINUTES 14 SECONDS EAST 70.00 FEET; THENCE SOUTH 48 DEGREES 33 MINUTES 46 SECONDS WEST 146.12 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 365.00 FEET, HAVING A CHORD BEARING OF SOUTH 24 DEGREES 58 MINUTES 53 SECONDS WEST, A DISTANCE OF 300.45 FEET TO A POINT OF TANGENCY; THENCE SOUTH 01 DEGREE 24 MINUTES 00 SECONDS WEST 138.04 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 885.00 FEET, HAVING A CHORD BEARING OF SOUTH 22 DEGREES 14 MINUTES 20 SECONDS WEST, A DISTANCE OF 643.76 FEET TO A POINT OF TANGENCY; THENCE SOUTH 43 DEGREES 04 MINUTES 39 SECONDS WEST 157.00 FEET TO A POINT ON THE NORTHERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 1, BEING A SUBDIVISION OF PART OF SAID SECTION 11, ACCORDING TO THE PLAT THEREOF RECORDED , AS DOCUMENT NUMBER ; THENCE NORTH 46 DEGREES 55 MINUTES 21 SECONDS WEST ALONG SAID NORTHERLY LINE 70.00 FEET; THENCE SOUTHWESTERLY ALONG SAID NORTHERLY LINE, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTH, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH 88 DEGREES 04 MINUTES 39 SECONDS WEST, A DISTANCE OF 39.27 FEET; THENCE SOUTH 47 DEGREES 24 MINUTES 36 SECONDS WEST ALONG SAID NORTHERLY LINE 66.19 FEET; THENCE SOUTHERLY ALONG THE WESTERLY LINE OF SAID GRANDE RESERVE UNIT 13 PHASE 1, BEING ALONG THE ARC OF A CURVE CONCHAE TO THE WEST, HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF SOUTH 01 DEGREE 55 MINUTES 21 SECONDS EAST, A DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY; THENCE SOUTH 43 DEGREES 04 MINUTES 39 SECONDS WEST ALONG SAID WESTERLY LINE 433.03 FEET TO A POINT OF CURVATURE; THENCE SOUTHWESTERLY ALONG SAID WESTERLY LINE OF GRANDE RESERVE UNIT 13 PHASE 1, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 440.00 FEET, HAVING A CHORD BEARING OF SOUTH 32 DEGREES 11 MINUTES 26 SECONDS WEST, A DISTANCE OF 167.21 FEET TO A POINT OF REVERSE CURVATURE; THENCE SOUTHWESTERLY ALONG SAID WESTERLY LINE, BEING ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 30.00 FEET, HAVING A CHORD BEARING OF SOUTH 62 DEGREES 36 MINUTES 13 SECONDS WEST, A DISTANCE OF 43.25 FEET TO THE PLACE OF BEGINNING; IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eehiveb.com Engineering Enterprises, Inc. April 18, 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 for Grande Reserve Unit 20(Neighborhood 2) 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 2 prepared by Cowhey Gudmundson Leder, Ltd. containing 20 sheets dated January 16, 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 2 prepared by Rolf C. Campbell &Associates, Inc. and dated January 25, 2006 consisting of three sheets. o Final Plat for Grande Reserve Unit 20 (labeled "Unit 14 Phase 1°) prepared by Midwest Technical Consultants, Inc. with latest revision date of January 6, 2006. Consulting Engineers Specializing in Civil Engineering and Land Surveying • An engineer's estimate of probable construction cost for Unit 20 should be submitted for review and for future use in establishing the required Letter of Credit. 0 References to "phases" should be removed from all sheets and replaced with legible delineations of units. • Work not included in Unit 20 should be faded out to aid in verification of pay quantities. TITLE SHEET 1. Plans should be signed, sealed and certified by an Illinois Registered Professional Engineer prior to final approval. PROJECT NOTES, SPECIFICATIONS, AND DETAILS(SHEETS 2. 3. 16-20) 2. Drop manhole and water main protection details should be provided. 3. A typical cross-section should be provided for Tuscany Trail. EROSION CONTROL PLAN (SHEET 5) 4. The perimeter of Unit 20 should be delineated with silt fence. 5. Although the detention ponds that will serve this unit lie outside of the limits of the unit, silt fence should be shown around the perimeter of the detention basins. The graphics for this fence may be faded to illustrate that the work item belongs to a different unit. GRADING PLAN (SHEETS 7-8) 6. Overland flow routes need to be indicated along Tuscany Trail, and in the rear of lots 50-61. 7. Critical overflow cross sections should be calculated and shown for the rear yards of lots 42-49. 8. The engineer should confirm that the HWL for each of the overflow routes between lots 36-40 is at least 1.5' below the F/G elevations in the rear of the lots. 9. The following foundation elevations need to be raised: Lots 21, 22, 23 (lookouts). 10.Contours should be shown for the sloped area along Tuscany Trail behind lots 1-7. 11.The following general grassed areas either are less than 2%or greater than 10%: ♦ Lot 18/19, BSL to side yard spot elevation, 13.0% ♦ Lot 19/20, BSL to side yard spot elevation 14.1% ♦ Lot 47/48, side yard spot elevation to storm inlet, 11.7% ♦ Lot 48/49, side yard spot elevation to storm inlet, 16.0% ♦ Lot 56/57, side yard spot elevation to rear comer, 11.7% ♦ Lot 1, NE corner BSL to adjacent storm inlet, 48% GAPub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNMO-Ol.doc ♦ Lot 13/14, no elevation called out at side yard peak ♦ Lot 61, side yard spot elevation to rear corner, 0% 12.Drainage direction arrows should be shown for all peak points. 13.The storm inlet should be shown at the common corner of lots 14, 15 and 30. PLAN & PROFILE(SHEETS 9-14) 14.The following slopes do not agree with those shown on the plan set (storm structures unless otherwise indicated) and should be revised: ♦ Sheet 9, CB 2-4 to MH 2-3, calculated 0.48%, not 0.45% ♦ Sheet 9, San MH 2-11 to San MH 2-19, calculated 1.00%, not 0.45% ♦ Sheet 10, MH 2-76 to MH 2-75, calculated -0.22%, not 0.35% ♦ Sheet 10, CB 2-11 to MH 2-10, calculated 1.87%, not 1.0% ♦ Sheet 10, MH 2-10 to MH 2-9, calculated 0.03%, not 0.30% ♦ Sheet 10, MH 2-9 to MH 2-6, calculated 0.09%, not 0.25% ♦ Sheet 11, IN 2-77 to MH 2-76, calculated 2.41%, not 1.80% ♦ Sheet 11, MH 2-80 to MH 2-79, calculated 0.53%, not 0.45% ♦ Sheet 11, IN 2-72A to CB 2-72, calculated 2.40%, not 2.50% ♦ Sheet 11, IN 2-70 to CB 2-69, calculated 0.00%, not 3.25% ♦ Sheet 11, CB 2-69 to MH 2-68, calculated 0.48%, not 0.45% ♦ Sheet 11, San MH 2-1 to San MH 2-2, calculated 1.33%, not 0.60% ♦ Sheet 12, MH 2-33 to MH 2-25, calculated 0.58%, not 0.30% ♦ Sheet 12, MH 2-27 to MH 2-25, calculated 1.38%, not 0.35% ♦ Sheet 12, IN 2-23A to CB 2-23, calculated 2.60%, not 2.65% ♦ Sheet 12, IN 2-47A to CB 2-47, calculated 3.00%, not 2.95% ♦ Sheet 12, CB 2-64 to MH 2-63, calculated 0.83%, not 0.80% ♦ Sheet 12, IN 2-32 to IN 2-32, calculated 1.17%, not 2.00% (also, re-label one structure) ♦ Sheet 13, IN 2-59 to CB 2-58, calculated 2.50%, not 2.60% ♦ Sheet 13, CB 2-50 to MH 2-49, calculated 2.45%, not 2.95% 15.Catch basins should be located between inlets and mainline storm sewer, while remaining accessible enough to the City for cleaning purposes. Based on these criteria, IN 2-26 (Sheet 12) should be changed to a catch basin. 16.The invert elevations for storm MH 2-25 on Sheet 12 are incorrect and should be revised. 17.Storm structures may be 2' in diameter as long as the depth of the structure is less than 4 feet. If the depth exceeds 4', the structure should have a minimum 4' diameter with a ladder. The diameter of the structure may need to be larger depending on the pipe sizes entering/exiting the structure at least 1' of precast wall must exist between pipes. Based on these criteria, the following structures should be changed to larger diameter structures (minimum size needed in parentheses): ♦ Sheet 9: IN 2-5 (4') GAPub1ic\Yorkvi11e\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNrr20-Ol.doc ♦ Sheet 10: IN 2-8 (4') ♦ Sheet 11: IN 2-72 (4') ♦ Sheet 12: MH 2-61 (6), MH 2-62 (6), IN 2-32 west (4') 18.Twenty foot easements should be shown (10' per lot) wherever storm sewer passes through side yards. 19.Trench backfill has been shown for all main line utilities passing directly under street pavement. Open cut services should also receive trench backfill. Also, as noted in the reviews of other unit, we recommend that a note should be added to each plan & profile sheet stating that trench backfill is required under sidewalks and driveways for all main line utilities and individual lot services. 20.Fire hydrant spacing is not in conformance with the City's Standard Specifications for Improvements and should be revised. Fire hydrants should be located at each intersection and spaced such that every part of every building in every lot is within 300 feet of at least 2 hydrants or spaced no more than 300' apart, whichever is more stringent. 21.A note should be added to the hydrant detail stating that fire hydrant make and model must remain consistent throughout the development. The note may also add which types of hydrants are acceptable. 22.Water valve layout should be revised to provide valves at a maximum of every other fire hydrant and at all intersecting lines in order to minimize the number of homes shut down at any one time for maintenance. 23.Sidewalk tees should be shown in front of lots 35, 37, and 61. 24.Vertical curves should be shown on Shoeger Circle at Sta. 15+50 and 19+50. The algebraic difference in grades is equal to 2% in both locations. 25.Stubs for storm sewer should be shown where the sewer continues onto another page within the plan set. Specifically, stubs are needed on Sheets 10 and 12 at the up-station ends of the profile. 26.Elevations should be shown on Sheet 13 in the profile view. 27.The water-sewer crossings on Sheet 13 should be revised to indicate storm sewer rather than sanitary sewer. 28.On Sheet 12, the reference note for Storm MH 2-45 should reference Sheet 9, not Sheet 8. 29.On Sheet 12, the lengths of sanitary pipe scale to 184' for MH 2-7 to MH 2-8, and 194'fro MH 2-8 to MH 2-9. The plans show both lengths as 189'. G:\Pub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRLTNrr20-Ol.doc STREET LIGHTING AND SIGNAGE PLAN 30.A street light should be added to all the intersection of Tuscany Trail and Shoeger Circle (north). 31.An additional light should be placed on Brady Drive. 32.The street lights on Tuscany Trail should be placed on the opposite side of the street from the water main and repositioned taking comment#31 into consideration. STORMWATER MANAGEMENT 33.The revised Stormwater Management Report Phase 2 is under review and will be commented on under a separate cover UNIT 20 FINAL PLAT 34.The unit number in the title should be unit 20 on all pages, phases are not allowed. 35.The legal description should not contain language referencing phases (see item 1 above) check current unit numbering and correct were necessary. 36.The legal description has numerous blanks for recording dates and document numbers which will need completion prior to the recording of the final plat. 37.The last line of the legal description should read, "in the United City of Yorkville, Kendall County, Illinois". 38.The statement in the Surveyor's certificate that the plat meets statute requirements of a boundary survey should not be used since there are many items required to be shown on a boundary survey that are not shown on a subdivision plat. 39.The text in the Surveyor's Certificate that reads"Illinois Revised Statutes 1977, Chapter 109 Section 1"should be replaced with "765 ILCS 205/1"to conform with standard certificate language for the United City of Yorkville. 40.The text"I further certify that the plat hereon drawn is a correct and accurate representation of said survey and subdivision. All distances are in feet and decimal parts thereof." Should be added after the legal description to conform to standard certificate language for the United City of Yorkville. 41.The Mortgagor's Certificate bank name and full address should be added prior to recording the plat. 42.A Special Service Area Certificate should be added if such an area exists within this unit. 43.The subdivision also lies within areas covered by FIRM panel 170341-0040C, this map should also be referenced in the surveyor's certificate (2 maps referenced). G:\Pub1ic\Yorkvi11e\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNMO-Ol.doc 44. Recording date and document numbers are missing for adjacent Grande Reserve units (One occurrence is on page 1, one occurrence is on page 2). These should be completed prior to recording the final plat. 45.The `Heretofore dedicated" notation for Mill Road should have a document number added prior to recording of the final plat (page 1). 46.The bearing in the line table for L17 should be changed to the same bearing as L16. 47.Lot numbering within the unit should be consecutively ordered. 48.The first paragraph of the Surveyor's Certificate should read ...............have surveyed, subdivided and platted the following..........(bold text should be added). 49.The bearing of the West line for this unit appears to be in error. The West line bearing should be the same as the measured bearing of the line extending southerly of the easterly line of Lot 1 in Story Book Highlands. 50.The Public Utility and Drainage Easement along the line common to Lot 25 and 26 should be widened to 20 feet, 10 feet on either side of property line. 51.The Public Utility and Drainage Easement along the line common to Lot 38 and 39 should be widened to 20 feet, 10 feet on either side of property line. 52.The Public Utility and Drainage Easement along the line common to Lot 6 and 7 should be widened to 20 feet, 10 feet on either side of property line. 53.The Public Utility and Drainage Easement along the southerly line of Lot 32 should be widened to 10 feet. 54.The Public Utility and Drainage Easement along the front line of Lot 35 should be widened to 15 feet. 55.The Public Utility and Drainage Easement along the easterly lines of Lot 1 through 6 should be Widened to 15 feet. 56.The Public Utility and Drainage Easement along the North line of Lot 12 (78.14') should be widened to 10 feet. 57.The Public Utility and Drainage Easement along the southerly line of Lot 32 should be widened to 10 feet. 58.The Public Utility and Drainage Easement along the southwesterly line of Lot 7 should be widened to 15 feet. 59.Landscape Buffer Easement provision should be removed from the plat. There are no easements labeled such on this plat. 60.Line work, leaders and text should not overlap and should be corrected. GAPublic\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNMO-Ol.doc 61.Boundary text on page 2 for the easterly line of Tuscany Trail should be resized to be similar to other boundary text on said page. 62.A note should be added stating "No direct vehicular access to Mill road permitted from lots ..." 63.The exception should be removed from note 2.There are no"EBEY on this plat. 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. eller, P.L.S. Project Manager pc: Bart Olson, Assistant City Administrator Travis Miller, Economic Development Director Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.L.C. Dwight A. Trostle, CGL Ltd. JWF,JTW, EEI GAPub1ic\Yorkvi11e\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\lwywrotGRUNrr20-Ol.doc P.I.N.02-11-400-002 BASIS OF BEARING RECORDED RE OF RECORDED PLAT OF SUBDIVI ON GRANDE RESERVE - UNIT 20 BE Ago FRANDE RESERVE UNrT 7 BEING A SUBDIVISION OF PART OF THE EAST HALF OF SECTION 11,TOWNSHIP 37 NORTH.RAME17 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED C�OF�MLLF_NENDAULCIOUNTY ILLNGS AREA BREAKDOWN 8ITF-1 LOTS 1 70 13 25 TO SO,59 TO 61 8.739 ACRES- 380,889 50. Fr.i LOT 1030 7.381 ACI 3 512 SO. FT. LET"" D...ACRES" 20,893 80, FT-± EST'an 0.060 ACRES± 3,473 SO. FT.t RIGHT-OF-'NAY 365�MRES± 233 344-SO FT.t TOTAL 22.036 AGRES± 959,833 SQ.FT.* ITHIS UNIT CORRESPONDS TO PEART70F N GHrOUD SHOSIN IN THE ANNEXATION El TION A�J= 2 AS WEVENT ZONING OF LOTS 1 THROUGH-13-,-26--T-W-O-A-H-1 N 48'33'4466."l E S 41-26'14"E 5 THROUGH 61 AND 3031 THROUGH 146.1 2' 70.00' 9 SHOWN HEREON IS 'R-2 P.U.D.` IN SITE MAP N 0 24 S 48*3346*W 46.12' 1 PE AT own R 1%14T 2- RAE X DX WNTNEAST N M —=KH UjANeR D MCMIN 1-37-7 S Y. ( - ON �)sv'Lr .'2 "EL) yR - 133 EA 30.00' N­DE�INE N 21 31'25"E A 2""'W("As) S 88-36W E sanEASr NONIN LINE a said E 120.00' 1 ANRN X Il-11-31-1 SE mpm�V�7 . N 89'59'19 S 81'27'22"E 78.1 68 74.02' S 51'43'48"� LOT I IN S�INXN NIWIA- S 70'31'49" N 68*28'35'IN 78.16' ti 23.3 5. El 6' 60 61 S 87*58'1! 78.84' S 89'33'I7*E 168.36' N 31'15'17'E flRNE 89.64- 28 29 13 17 x 30 1 �' = 12 SCALE: I"-IDO' -8.94'R-183.00'- 26 08-N 73'45*30*W I 2 I 1. 50 0 •DO L N 59'32'23* 57.67 I 3 IN N 37'23'20'F N N 32 1'.10 4 lh SECTION LINE IN SUBDIVISION LIMITS 25 1? - 1 QUARTER SECTION LINE a N 14*50'30'E 9 QUARTER QUARTER SECTION LINE L3 66.12' 33 EXISTING A 0 IS NE E y EASEMENT HEREBY GRANTED ION CORNER Ot�G 5 SECT I N 75 '30*W 14 N 14*50'30'1 2047' QUARTER SECTION CORNER 120,00, 6 VEASURED DISTANCE S 75'0 (nc) RECORD DISTANCE 2 9, 39 P.T POINT OF TANGENCY R RADIUS �SE` 38 A AR LENGTH OF CURVE .—T 37 CC POIN OF CONPOUND CURVATURE P. 0. PLACE or BEaimTmG P O.C. PLAID OF CGVNENCE.ENT 010 0 B.S.L. BUILDING SETBACK LINE X". 35 0 ST CONCRETE MONUMENT SET IRON PIPE FOUND IRON PIPE L bb9- LINE TABLE W. C N" CURVE TABLE No, O N 46 '21'W 70LGO' 3030 1 -r R-25.00`0 5.00 S_ -0- 9-w 47243 W 6.19'/ 'I,E0 .1 -39.A7'R-25. i 0*55'21'E I Ll ED C' FOLMO PON PPE A=43.25'R�- IT PPINOUS-1 -S ,2.2 1';00 'I CB=S GRA. F OBER NO i; Re'D­r We Wei Nt SE I FaAD 0 1 A-187.2l.- R=4 0.00' A,px Aw CB=S 32 1 1-26-IW ROA '("'b I THE 3 J 9 Ewe p IT IW L OAf ler". I Ai_ H111w NO I P.O.7c �CNI IDUND P, N. N k 3029 10.'WV Won (4 N 7311'Sr E (REG. NWin 11 "S e`6'!lr I OL DUNCUT 7T32•M'IT ftc) A'Me- PIN 811 /// ---GOO E12 SIG 50.6 am 2 r UN T,4 UNITS I/Spons / Doc r2c.2oas0002nte GRANDE RESERVE PA._ 'F-_ UPI , We.9/1II/m DOG N0. 02]009 NOTES 1.GET 3/4-IRON VIPF(1 DO.)"TH PI-ASTC CAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWISE ON SHEET ONE, 2.A SLAM(ET—J7-AND URANNACE EASEMENT IS HEREBY DINANTED OVER ALL PORTIONS OF LOTS 303D TIINOUDI 3032.N-9-—THOEF AREAS SHOWN "Te'W LOTS AS(M)-EXCEPTION 10 BLANKET EA..ZNr. 11/06 PER REVIEW JB UNIT 14 PHASE 1 10 UNIT 20 MEK 3.A STONIANATER MANAGEMENT EASEMENT IS HEREBY MAN=0 ALL OT LOT 3030. /6/06 ADD LEGAL DESCRIPTION MEN 4,LOTS—3031 AND M32 SHALL.BE 00141 TO THE 3 11/7/05 REVISE PER CUENPS REVIEW WEK HONEONNEE.B ASSCgAT10N. 2 1,/3/0511 REMOVE FOX MEMO TEMP.ESMT MEN 10-26V- l REVISE PER REM, MEN z bi ISSJED MEK FOR BUILDING RESTRICTIONS AND EASEMENT'NOT SHOWN NO, ).lE OF CRIPTIM BY HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE PREPARED FOR: _--- POLICY AND LOCAL ORDINANCES. 0 TECHNIICAL INC. PASOUINFI__I-PIONEER PUCE LLC. •COMPARE CONSULTANTS,ALL POINTS BEFORE BUILDING AND REPORT ANY DIFFERENCE AT ONCE. SHEET I OF 3 _ P.I.N.02-11-400-002 ��ASIsOF BEARING GRANDE RESERVE - UNIT 20 RECORDED PLATO'SUBOMSK)N OF GRANDE RESERVE UNIT 7 BEING A SUBpMSDN OF PART OF THE EAST HALF OF SECTION 11.TOY+NBHIP 31 NORTH,AANOE]CAST .-.----..-.-------- -_- OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY()F YORIMLLE,KEFDALL COUNTY ILLINOIS. 3 i 1 k uNE BE~ OSTANLE CININf ARC IMp915 CH-BEAMNO Ufi S WYO E 64.2 CS nil 890.00 N OY 58 E Lt) 5 8927'28 W flZ5 CB 8.94 190.00 B>SR 00 E L18 5 B6R8' E 38.84 C) 7.99 JS0.00 5 4YJ4 35 E SCALE: 1"=5Cr uB B B9'w 53 F B..a C6 9A )00.00 5 n'x z7'E / Lip x82 n 1577 LTI {.6B 300.04 5 BBRB3S"E y�l.A. IZI s T5 JO E N.01 L1 41.12 30.00 N Ol".A'21 W .Q L211 S 86'x809•E SBJS C11 1238 FA00 N 81'5403•E 50 115 0 50 L23 S 4853'il C 595 pZ 57.85 ]1300 S 82M H E / LZ4 N]0'31.48`W fl50 CJ 41.10 -?500 5393 50 E ��' / L25 5 89'b•SJ E 25 fib C4 •.99 11).00 S]258'0)•E 27.59 CIS 4)az w.ao Ns9w Jp W_ g8 12. N.zro 1Lr E 5.x .1 am Jaoo n to Y9� 9JBdv,SM IAeTS l2B 5 BBR609•E J.38 C1 511 JD.DO __S SZJ449'W y 129 5 K'S5'II'E 6.11 CIB 4).111 b.00 5 JOOBS O EE -- 5[CTU,un Lw 5 B6R6'OY E C, G,9 12238 JD.00 58559 it E ry OuARRN 4cnd uKK tJ1 S 75A'3p•r. 0.08_ <20 `194 30.00 N el N E CFx,GRIxL CZI 112 00 N 338835 W_ C22 83.69 281.00 5 Tx1 E r vox E C3 2.111 x500 N 4] % 4 2865 6500 N) b E / 11 E . v Ci6 _ Tu'Oo n+13 sR F I T- 4.C1,eN MN[R C2J b 281,00 5 985T19 E N 01'24'00 E 1s�I6 ou.A1rn 4rnw rnmKR 14.59' v S Em.0+.5 ,A5>,Rm pBTANa r �, 588'36'00'E 30.00' RT. i T�WI¢nCY 8 �� 9'��7�3• `�`>` $81-27-22-E -JS00• 3500' AwMG 10,080 S.F.t v Tr KKct%IVwEm aaNVn-RT r b•b�. F R / 'S'-I- fn M3 a PS i 9.BL� x/ 10,141 S.F,t s n„ p �� 1 R? o W 3 I 60 61 M ga N2 K%4TE+�MNT1Mi Cp6e>e `1,479S.F± i.N s o f 9O oz ,nWNr ,s�OkC L w e.SLI�� S 0 1 N BB-28'35'W g • Eouw Rail vwE - L BD• 1AIr..WA No. S 8758'i5A E N 89.59'19 E 23.36' E•4ixD r'U\N`�' r,nD. wR.s.ATARC No. S 89.33'17'E 16&36' 7&BC S 7r,.l 78.14' 11.18 12.)) feA W / AFB' f / \sc .T\\ A-9�.03 _ s 6e�,p9•E 4, -i-� c--- ---7--1 ---i--, 1r / - 5 s.-! b .rte, $/ SS/, •�t'J,e'r / / NENEer pmlarzn ^ / s i o �� 4T• h^ / as c` ni ue ? :b. V . 0 29 / �E• F 12,287 S.F.± 12,170 STA / / 12,058 S.F.t 17,715S•F.t -3oasll s l ----r- s0�s;s �, / 4L, l 1 m / ---J L--_ , 30 sal ` J ((��a� i 13,643S.f.t �I 3 I / Y U9 L Js <\ \ 15,165 S.F.t I°�ig`g 12 � S>SMr•,7p. / /./•. yt"-I 18 13195 S.F.± / �/f�^ /rte r: I '-r>s.9 E` /!�N 9s G.,r5d L J S ` 1. ,r co v h,• ' f` L r I LOb _ I� MT�sEe?e•h / cJ/d>" " l pl \n �J $-I 26 T,354 S. . h - --- - li 14,851 S.F.± �� k ,p. 31 11,986 S.F.t /y a 13,901 S.F.t 1 p , / \ / r• sa /; Jay. '! h �J �'4' N 5932'23'W 57.67 1>+1'a,6•26STA /-O. 10 32 \ 10,819 S.F.± Z�v, 15,095 S.F.± e a f N C q P ,10// I `•V,RI� d R I '" 6,6 f�,s ,�''' /Pr «n's•. / W .ti�i �/` \'/ 4 My- 25 /m o. (15,470 S,Ft/ y � / / 4 , p '0/ Ra/! m/ �'7 r.> r�; 9 Mai 8 r� 11,460 S.FA °^ A/ s0'BSL: l rV^JI i 33 0.,/ ! �` \ 10,419S.F.t 15,564 S.F.± o �� 14,0298S.F.t %`y 'q+ 1 er^< 10,951 S.F.t ( A=8.94'R-183.00 S)13p`� I Lzr tirj .J \ \ •��v r' -Q.O CB=N 73'45'30 W //•-_�6..po' SJSrg'JO•E z 'EREBT Ltuc��m.oz �n�+\`\�o• / `�4'}l�2J/F95s6 N 75'09'30'W ztar 2D _• � O V`d& ( 6+ 10,358 S.F.t , RvPO e,T,�`/ CIO 39 ,T- R / s �, / sn r - ��H+`v,) +C, l / '� REAR LOT ONE 10,080S.F.t 1 � I l � `W' w r .-P 7 • ( / ' �`�. L '7 10,080S.F.t k„ 37 ' �\� bT \ °' F _ ( 12,229S.F.t r-- E 10,0 �.°°'`1-/ C_s 3 I) 8Uz).r.A ° \ /�^ale r-- 64.pp;l�J `s. b s•Jr" 11,633 S.F.t 3 \� •\�s�as t+,i ���\e� r/. ,'r4' d+°� J+� p I i I I E LoT 35 41% "� .• I I ,._� s 6r ( : 10,638 S.F.t / ' �' er°j '•'b "� I I n'BMEMNG I I s'•i�\\\� as �4\/ e� 4 __.1 I _L____J L.___ f _30.27'R-900' < 10,085 S.F.t S al!FM' 'W FRONT LOT LINE ` / c. A-30.27'R-25.00' S \\";o a //ANA EB-S 0135'21'E TYPICAL EASPMENT pETNL NOTE:A 10 FOOT WBLIC UTTUTT AND ORANAGE d! `'/• , \v�,i° EASEMENT IS HEREBY GRANTED ALONG ALL FRONT f AND REAR LOT LINES AND ALL SIDE YARD EASEMENTS SHALL BE 5 FEET,-LESS SHOIN-0 DIAIENSO"" NERECN AS O'HERWSE. _ Or G M 1- zESF RVE-UNt -_ 3030 4 RE _ ­5 __ _ 7.38 AC � � 3029 , PRESTON DRIVE 3028 i/ EBE 1 6 J 14 O6 PER REVIEW JB 5 2/20 OB REVISE UNIT 14 PHASE 1 TO UNIT 20 MEK NOTE&, 4 1/6/08 ADD LEGAL DESCRIPTION MEN 1,SET 3/4•IRON PIPE(1-1/4'O.D)MTh PLASTIC 3 11 /05 REVISE PER CUENTS REVIEW MEK _ GAP AT ALL LOT CORNERS UNLESS SHOWN OTHERWSE ... ON SHEET ONE. 2 11 3 5 REMOVE Fox METRO TEMP.ESMT MEK 1 0/26/05 REVISE PER REVIEW MEK 2.A BLANKET PUBLIC U11UTY Ax0 DRAINAGE EASEMENT IS HEREBY 9/2205 ISSUED MEN THROUGH 3A0320iNQ9L£,E%CEP�iHOSE LOTS AREAS SHOWN N0. DATE DESCRIPTION BY .11N SAID LOTS AS(ESE)•E%CEPAW TO BLANKET EASEMENT•. MI� � 3.A STORMWATER MANAGEMENT EASEMENT IS HEREBY PREPARE' D FDR GRIMED OVER ALL OF LOT 3030 FOg2 tECHNICAI SNM-_BE cONNEnO TO TIN_ FOR BUILDING RESiRIGTIONS AND EASEMENTS NOT SHONE CONSULTANTS,MG PAS 'NELU-PIONEER PLACE LLC_� HOMCO�pS ASSOOAPON .3031 AND 3031 HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE N POLICY AND LOCAL ORDINANCES. I)199A„A,W. mma:Ma.ca,. SHEET 2 OF 3 COMPARE ALL POINTS BEFORE BUILDING AND REPORT ANY n aNn ,Tnz yrz,r`;ar wW A�xu:Ze5-140 PABO. 0+.MfN DIFFERENCE AT ONCE. 9 _ --- P.I.N.02-11-400-002 OWNER: GRANDE RESERVE - UNIT 20 IN ACCORDANCE WITH THE PLAT ACT 986-1238 THIS RAT HAS BEEN SUBMITTED FOR RECORDING BY: BEING A 9UBDV15ION OF PART OF THE EAST HALF OF SECTION 11,7'ONMSIRP 37 NORM,RANGE]EAST OF THE THIRO PRINCIPAL MERIDIAN.IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,IUUNDS OWNERS CERTIFICATE 41AFE OF___) �oyfi HIT cdMr or _-) + MIS IS EG QT11FY MAT PASOUNEW-NOREER PLACE LLC.,All COW'S MTlEU UABIUIY CORPCRAnOM.Is THE N.SMILE OWNER or ME PROPERTY DESCRIBED IN THE FOREGGNG SURVEYOR'S CERMTCATE AND HAS CAUSED R SAME YO BE SURWTEU.BURUNDI AND PLATTED AS SHOWY HEREON MR THE USES A PURFI-1 HERE: SET FORM AS­0000)AND PROMDED FOR BY STATUTE.AND ODES HEREBY'ALKHOWLDOE AND ADOPT THE SAME UNDER ME SIRE AND TITLE MENEM INDICATED. KENDALL COUNTY RECORDERTS CERTIFICATE THE UNOERSWED HEREBY BEpCATES FOR PUBLIC USE ME LARDS SHOW ON MIS PLAT FOR YFMCM FARES, STATE OF IWNES ) SNUElB,ABLE AND VUNUC RERMCE9:AND HEREBY ALW RESERNLS FOR MY ELELTMC.CAS,TELEPHONE,CABLE n DR OTHER TEUaWMUNICAIMS COMPMY UNDER FRANCIS AGREEMENT WN THE UNITED CITY W YORKMI3E. COUNTY OF NENOALL) .'7�Vtn� 4� � � MDR SUCCES IO:S AND ARBORS.ME EASEMENT PRONSORS MINI ARE STA.HEREDR. NET INSTRUMENT - WAS FILED FOR RECORD W THE RECORDER'S .P�^ OFFlCE OF KENOALL COUNTY,ILMI ON ME__DAY OF U a ME MKTAU0IED NRTNER T SCHOOL THAT ALL T THE LAND INCLUDED IH THIS PUi LIES WHIN ME BOUNDARIES A.O..20_AT__dCLOCK__M.MD WAS + Y A6� O YORKNLLE LOIYUNRY UMT SCOOL OSIMLT,.IS. a RECORDED IN BOOR OF PLATS W PANE OAlEO AT THIS_-DAY OF 2E_ _ em Pfll Puff ItL RECOROFR OF DEEDS CORPORATION NAME ADDRESS 53N P IN ID O ACAS CITY CL ERICSCERTIFICATE STATE DF ILLN015 COUNTY OF KMDALQ EASEMENT PROVISIONS -� - M-aD53Z APPROVED AND ACQRTEO BY THE MAYOR AND CITY CWNC.OF ME A NONEXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION UNITED CITY of YORKVILLE.ILMOI BY ORDNANCE W.__-- AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE AT A MEETING HELD THIS_-_-DAY OF-_ m_. IS HEREBY RESERVED FOR AND GRANTED TO COMMONWEALTH EDISON COMPANY,AMERITECH LLINOIS eA.e.ILLINOIS BELL TELEPHONE COMPANY,GRANTEES. t.PIIESDENi REEETARY MEIW WSPECTIK LICENREM SICCE--AVO A38CN5,IOINTLI ANN 9FVFWALYroCp+sTMTDi.OPEgATE.FEPAN.MVIHINTH MEIn.1ECONBTTRJCT.HE-AIPPLCAENT,g1IN Nw NEMOVE,FROMTNE TO-I,POLES.-0 VTO -wHES.CA Gtt CLERK OCREAU MINnOLES,NH Bl-UA.PFDFSTN.4 FUUPMFMCPBITETSCP EF1F-TOESUSlOMCOHTIECItONw (PRINTED NAME)PRESDENT CARRIED NAME)SECRETARY ANK AAl VAN�T1Ee.Rr-Nll Tl NMPERTYSxOwNWTINTE DVBIEO OROOTTTEOLLNES(NTOW-INw6aMT£PLAIAND Mueff➢EABIGSR'.v1Rl1Y EAbF.MEN1'.'P1RIIlO URmEA6EMNP.9Ul'p MIEN��MMIIEa�INMs�++I.In9MWPERtt OEAONTEOMTK OARATOROE WO NUA MD'aRMM4 AATAB'OdMOR ELEMPMBL TIE PR�tLE81ONATmNXN.MFMAT AS COUNTY CLERK'S CERTIFICATE Mon nAEAMnrEAS•,AEA:i'e PRRPERTY xslcNAreI on THE R1 FIR STRFFTS ANOALIEY9.9AETHER P ATIOUN PRYATE. WE rWAwITH TIE ROHTTRInBTALLWWIRmsERMa cMWCnoNS INOEa THE MNAU OFEYEH LOI AND CONTAM ARTM NOTARY CERTIFICATE STALE OF IWNOS ) AAEN IUBEnVE IMMOVCMMTe rIEPtdnMMro+AO[HT LOTa.ANO tXmINOH MUaR AEA9,iH6RCNrroWr.TMUMRFMrnF STATE OF__......_._�_) )SS TREES.Bu9NE9,PWT9.9APLII04 ANU TO DLFAR NXNIRUCTxkl9 GRIN LHE 9UEACE ANnaE8U6AC6 A9 NAYB611f.LSpYBIv C.ON O%SAL) mCMInTTOMERRNTSFIEWUNtlDR'.N,AWTW NOMTOTMISPUPONTW SUBOMOEOpROPBRYPMALLsUCNPMP09E5 )55 PM•A'IE OBBTMUCTIOn69RAI1 NOTBE PV.CLUOVEHORNREF9'_VYE9di.,L MORG•'R EPRa'E-TY NNMEM9 COUNTY OF ) 6 _ _ CWNTY CLERK OF KENDPLL COUNTY,II..LING$ CRDOTTEOLIXEBM MBIlIFT •INN)ONMEPL ATNOMAMCDEA9EAENP,VIILMFABFAAIENF.TIRLICUYO"FASEMENT•,9VE.' DO HEREBY QRVFV MAT MERE ARE NO DEMOUNT DENERAL IA%ES,NO (­­q-),wllho TEARO-TTENCON-1 OI TW GMWTEE9.ATBTNM`L MOf NfYMX:PACUFER,TIE U____ __,A NOTARY PUBLIC W AND FOR THE COUNTY UNPAID CURRENT TARES,W UHRM)'ORIENTED TAXES.AND NO REDEEMABLE OIIAOE OFIW BLWIMKD PIIOfER1Y8NP11 NOT BE ALTERED IN AMAIRER9O AB TD INIEIMEFE WMTTE PTgPERdLHATIONAW TA%SALES AONxST MY OF ME LANG INCLUDED IN THE PLAT HERE:OOMN. I -INIBINICE TIEREU. AND 57ATE AFORESAC.DO HER®Y CERTIFY MAT -_-- TURNER ARMY MAT I HAVE RECDVED ALL STATUTORY FEES:CONECTON TIEIEWA YDMNM ELEN A-BNALL W.NETWMFANINRSTFMMMMeuGl1FIMRMW'COreDLIARAPIVARFYAC` AND - PERSONALLY KNOW TO ME M BE THE WM THE PLAT NERDN MAW. CIUPIRA>R61LC5Od2,A61MENOFDMW LIFE TO T:AE. AS SOWN ABOVE,APPEARED BEFORE TIE 1SN fA7M1gXIVEAM MEAB•IB pEHtEU A9AlM.PAK¢MAAEA OF TE VRCPBITY.111E BFlEPTCNl USE H0 PRE D AND IT ACKN SECRETARY OF___ GIEN ORDER MY HARK)AND SAL OF ME-1 GERM AT YORNNLLE, ENIOYMENTOF WHIG ISH66WVEUm WIOIEMMMIPFORTKNMFNT iO TW SEPNUT ENED1O14 PAWC46 DRAWN WtMN ME THIS DAY MD AptNOWEDCFD MAT AS SUCH OFFlCfRS,THEY SEIEO AND OEJKRED ME REND INSTRUMENT =NT.EYE.-F.E.EVEN 1WlMdRSUCN MAr f&OTERW6E LEelONIEDM IBf 1BW86UGl A6VRFiLArt. AND CAUSED THE My ACT CORPORATE SAD TD RE AFTIIED DA W AS MEN FREE MO N]E NM SIT ACT AND AS THE REENT Ill:015.MIS_- __SAY OF _.__20_� rEM'.EHTB'.UPEN9PALE•.LRn .\',YY1MMbl GFWQ.9MdIO'.AW AII[4f.TIRE TSW9EOM40N MEAN FREE IBID VOLUHARY ACT OF SAID CpRPORAFOK FM IHRE USES AND PURPOSES TMCAEIN SET FRAM. M SEMBNIS•IM0.1DE IL PROPERTY 9UKACEO wM N1EMOR AMOWfuE'Ara.eN[uluua RK PRDIEMYPNYNCALLY OCCUPIED BYA9u1LOM0,SBMCE MUMNkee pBTWCT ORB -MAT-RETBTMMIOOR OWN UNDER MY HAW AND WTAMAL SEAL MRS DAY OF NE{:HANCALDMINIENT. HELOUTWa-HAIU1ns W.0 DFOWE BrLRN9RTEES AT OOCTM nE DwvroRLOT RIAON NNTTFN IEEPST __....__ ___ c0uxn GERX UNITED CITY OF YORKVILLE ror4eY Pueuc EASEMENT PROVISIONS CITY ENGINEER'S CERTIFICATE PUBLIC UTILMY AND DRAINAGE EASEMENT STATEV UVROS ) A NONERLUMYE EAPF'.NENT IS HEREBY TEDEFMED FOR AND MANIND TO WS MMPTFCIE NOCR,LANR FD,AIE9 NMPCABLFOTHLVI S.S. MULCUTLYMAEFOT OF ICUSIWMANCHIS9GPPNTEDOY NB GTYO YOINKLE.IWNd4.ANDNE MIECTE COMITY OF KENDAL) 9UCO590R9 Me ABBONBMMN TE AFEAa tYIOWN W ME PUi 0.51UBLIC 4nlmaOMV.NIVff EA9WTUT fMAxMnMFI P.0 0 TTE). IXXBTPoULT,WSTAIL REANBrP1FT,IEPPM REATOYE.IERACF..IHSECL NAIIRANAWQERAT uINI£R UDIN 1PITHOUOURMC 1 NE TYTHAT Gtt EUIRED I PRA TE ITS HA alr OF INSTALLED DO HEREer TJDTE FONev6lB BAOM Hb UN06RTEwSFI�aEL-SIauc unurEnMIXMPIFnAPMEVT•.'.112 AFI GMMORUNTE REWIRED THAT ME REWRED 9PROVES SEE NAVE BEEN IR WE CO NM ME TO RIT NYMIFTISEOAfi OTACC SECTIUC UIEb,t%iE iELtMeIM LMF8NIDA1LfECE6a.°NV!nclJ nF9 NVLHiEwWT TERETO. REWIRED GUARMEE COLUIERAL HAS BEEN POSTED FOR ME COLPIfTW OF IOOETHEN MIn TIE HMW MACCFae TIIERETOiMTIE PEA90raNH AW EOIPWN(IECF56NNr+NU NUWINEIFM 9UAI U9E8 Na ALL REMBRW MPROVEMENTS PIRPD6Ee AfN lOOETHI:WITRIW MONTTOIN9OLLIEOdPED AFJM[E COIf1ECTIUNeIKIER TE SMFAff OF eACH LOLT09ESM1F MONTOWNEST-1HEREOI. DARED AT YOR IALLE,1LUNDS MIS___DAY OF 200 ANCFUOU6N F/SFVABVL BAL80 HEPECV RE6FAWDFM AND MNNIER 10 TIEUMTED UTr'OF vORMLLE.IwnOe TO COW TNUCT. fENOYT-REPJtF NOnNPG[l FmurWE wa Mf TPUNfM 9MCn AM rvRMpHTIM M wATkit STOW BExn YNWFR9 Afn ELECTUaT'.WMN THE AREA9lgwx M ME MT As TBUC unuTV A INMIMCE EASFNENT.TMEMMR WM A WONT OF AWE99 i1EIETOFM TE fLP00WEL MC EOUpYEM WCE98MW MDRE W AEO FOR SJC ETV ENC6NEEP UEFA Ave A_ SURVEYOR'S CERTIFICATE Fd AN NOEBV GRANTED VIE TVOHTTO ENTER UPON EAARME WREM UISCREED FOR MF.MISS HEVEN STATE or LLmds ) CITY COUNCIL CERTFlCATE .FMinAm IR C6iRrrowr,INM,MREAIDVFwNY'rREES.SF_.ONMR FFS.MINTHEAREA9TE91oN4TE._ IC )s.9 STALE OF IWN019 ) UnUn A7OOWUAtlE EMENENT'WMCHI `M`N TIE<AfMTMICTroN.IHSTMIAFM.IRlOXSMD _.NFPNRIEMOR'A. REPIALEIETr.MNNTExNNCE IEIO 0NFAWN.FTEIRUOEROROMTMTISNISMONAHOdSMIBU11M6Y9RNSAeDFAaLT 1. COUNTY OF VOI))Ss APRUNENNTMEPEIO.WPERANNNi WUHIG6,6TRUClUPA6.0 CU9TRUCTIM19HALL­--M,M,UPON.MOVERANY COUNTY OF HERCALL) AIEA9 DEMOIMIEHA9'ARVC lU11UTY4CFWNANS EMlMEM'.6uT NFN AAFh9 NAYBE USFDRMOMOE2A.61A'E69.1NN, THM IS 70 CERTIFY MAT W.MIDMEST MIMICAL OTTOWLTANIS.INC.,PROfES40NAL QS(:flPol-LINO APPROVED AMID ACCEPTED BY THE MAYOR AND CITY COUNCIL O THE ANRM:APINDdUVEWAY6.AW CTERR RFUI®PURI-EITHAT W HIOTLNE,MONNLVRfIHINUF-THNl MU'NEE: URWYING CORPORATION NO.164-002917,HALL SURNEYED AND SUBDMDEO ME FOL DWNG DESORTTED PROPERTY: DECOR D UNITED QTY OF TERMINI ILLINOIS,THIS__DAY or 200._ THE OOLIPATON AAp IBEOFTTE HOLFJIWIIlNE EMEMEXT WIEIN CRART:U AUIEaiN'ECfMTTErBOVE rMAEnefRTlESin MAT PART O ME DEWRIASi QUARTER OF SCION 11,TONNSHP JJ NORM,RANGE 1 EAST OF 111E i1RA0 6KHO SVCX 6NFT69WIL eE pdE In SVCAWNE R80ASNOITOINrERFEERYMMNECWOETWOCGPATIMMeU9F. PRINCIPAL MERIDIAN OESRBED AS FOLLOMS OTKR BIIHIIl11IORNNdI 8UO1 EA8SEM8 ARE ORMTED AND REBERKD.TIE NA(7aNIC AW iF.mRNINC OF 940 MAYOR F.A9EMWM OYTE ABOVE A4NIED MNME9 MMIL BE DONE:9UdIAYNMFA 80 A6X0T TOIXlEA1ElE WIM,UNAADE.ORdBRXE EMMENONG AT ME NORMWESi CORNER O MAT PART OF ME SOUTHEAST WARIER OF SAID SECTION 11 ANVMMSIIBMMAf®GBTRBUFOI BY3.MBA+nfACILME9 ApNIRTT3NMFi TNStTO FJR60XC WTIINMEEASEMkNISSkING DES GiINUM OW MENT NV B 11OBB 4:THENCE SOUTH 71 DECREES 8T 41XUlE 19 SECONDS EAST ALONG THE Oro63EUMRECRaS9ED IOU6EOROCdPAIIMO FeNUFASEAENT6-TIEABOYENAAEDENTIn63SAULCALMART'dvVISEN CENTERLINE O MILL ROAD A DISTANCE OF 302.96 FEET TO ME WRTI,MESTMFY UW OF THE CW4QRMALM O40EMINPNRMdMNOETIESURFM£OPAPN9EpATTEM6. EDISON RCT Q WAY,MEN.NORTH 73 DEGREES 31 MINUTES.1)SCOTS EAST AWO SMU MCT OF NAY !NINE A DNTANW O 95.1E FEET TD AN BON PIPE ST AT THE NORMER.Y RIMT OF MAY LINE OF MINI.ROAD. FEIFd BV THE UrTEU GTY OFYOMwLLE N MEeEM',I UF'TIT ILA.HENMI.-HERE. ACCORDING TO TIE FLAT THEREOF RECORDED AS DUGAMFNT NUMBER iE91dUTON�i@AIROIR MYF_AETOCPAVENFM.CUM.CTUTFTM,MEEa,uYN'M9HRUMERV,RRDNOm.HONEN£R.TUTeNO MENCE WON 74 DEGREES 01 MMUT 19 SE M OR SECONDS TRUST ALONG SND NMENEY NMT OF CT'SIYML eE OOLIISAISI,FOLOWW BUGRMNXIENNEE WORE T8 MCKRLLAWMdNO.W.TEHCII2EATEO90 AAro RETNN RAY LINE OF YRl ROAD A GSTMLE OF]6252 FEET TOM F M PIPE SET AT A BEND POINT;THENCE NORM 78 OWNAGE.ro COD PATON MN'V AVPNLLT ORCaNQN?E 9ITPPACE.TO REMORA:AL EXOeSOEGIMAEBOIRIATOIOUEAVE OEONEES OR MINUTES M RECODS MS7 ALONG SAID RIOIT OF MAY ME JWL72 FEET TO A PONT OF CIBVATAE. MENIOJNT]ON3AIEAWACENFM -ANNRDw'ORIW -EWO ON 'BOOT ME WEST-MOST PONT OF GRANDE RESERVE UNIT 13.AC4CRDNC TO ME PUT THEREOF RECORDED AS DOCUMENT NUMBER_ -FOR THE MADE O TH SEpNNMG; ENCE CORINUW6 NORM 76""NS Ss MINUTES N SECONDS HEST ALONG SAID NORTIEIEY TIME STORMWATER MANAGEMENT EASEMENT PROVISIONS OF MILL ROAD A DISTANCE OF 115.38 FEET TO AN IRON RPE ST AT ME EXTENSION SDUMERLY OF ME MFAMMEMIS WAEBYRFsMWOF MDiWANMMI UMTEOCFTYOCYCF9FW1EAW lH MCQ930P8MDA90M,OVER FMTFAY LINO OF LOT 1:STOTY BODI(MORUNDS.OF W A SUBWMSON OF PART O SAID SCION 11. ALL OFTE PLEAS MINA®YIOIWWATENMNNOENFNfFA9BENT'(MEIFMfId B.M.E)M THE MTfdITE P6RPFlUM RKiIIr. ACCODNG TO ME PLAT THEREOF RECORDED NOVENTUR 4.INN.AS DOCUMENT NUMBER 1434&THENCE NORTH M1ECE MOAUTWNTY1C 9ufNEY,COEIRYCi.REC RIN,'T.R9NR IMpECf,N.NNrNN IJDOPEPATE SION,13lWERBMOTHE O,DEGREE 11 MINUTES OS SWNOS MUST AIANO SND EXIFNSON SOTIIERLY OF TW EASTERLY ME OF LOT 1 W CITY PLAN COMMISSION CERTIFICATE .NA. -.-EAVNT Ell-UmenmMANYNONLNE®Bem MANHdaa CAYC eArMa.eANRMw sEMEim.wATFR STwY ROD,MUNLA WS A WsFMNa OF 616.39 FEET,THENCE souM 75 DEm-0 MNUIFS N sccaros EAST STATE OF IWNOS ) NAMS.ELECTPJC MOCOYNUNIUIKIN ENABLES.COMECTaTNA DTCEa.9WMEe.AI0 Ci1W191RULRREe A}O NWURIFTWRCF6 AB 24&611 FEET,THENCE ROOM 14 DEGREES SO MIWIES W SECONDS EAST 120.00 FEET:THENCE NORTH 75 EOFFNFD WCFE3AAV BY SAO CDY.OVFA I1P011.AONO.UNWRAND MOOMOR6AIDVOICATm EMOEIIT.TDO WT4THE )55 RlMTOl,,UWACP.O6e TE o MV1Y FdT WCE88NfV UTMMEE0UpMENTYOEMYOFTIENSCVEWON.MEAOHfl6ALSO OEOREES E MINUTES W SE CpOS REST 20.$)FEET TO A PONT OF WRVAIUiE:MENQ NOR111NESTRI.Y HONG COUNTY OF KENDALL) tlNAN1FD TOOK EYM.TRIMo MUOTEANYTRELe.SrONS OROMBER ILN(IS ON FIE EASE IENITTRATINTEMERE`MMTIE THE ARC OF A CURW CONCAVE TO ME HURMEASr,HAMNO A RAIIUS OF 18100 FEET,HAVING A CORO BEARING APPROWD AND ACQPIEO BY ME PLAN COMBUSTION OF THE RAI.M.1-FOORCHNIFT LF6R1E9.W FHTMNENTIUlO1G391NLl BE PlAQO W SAN IfwENTn I.HAIGANU-TINE O NORM As MCEE,45 MINUTES E SEORNOS WEST,A OSTANCL O a."MCI;MENCE NORM 11 DEOETS SO HYCRSTOM/MMTERUA AMAEMBTNCT:ESVAMNMEEAFEMBNTAlEA 9WlL EE NAO:MTIKIUilAPE89 WNTTSR MINUTES 30 SECONDS EAST NA2 PEST;W,W,WON 37 OEREES 23 MINUTES 20 SECON05 EAST IMSS MET, UNITED GTY OF YORKNIl£,ILLWpS.TM15,DAY OF___-_.2E� COfBdrOFT 1EIWNFFRBUTRAMEMAYEEUSEDRJHNNVSESttAT110XDTTEHOR UTfAIM1ERfEFM M1M TE AFgESND TW.NCE NORTH S9 ENROLEES 52 MMRFS 23 SECONDS WEST 57.67 FMT.TWNCE NORM W DECREE 11 MOVIES 05 uESMPIOM9. BECONOS NEST 156E FEET:MENCE NORM 31 DECRES 15 MIWIES 17 SCONDS EAST 89.66 FEET;THENCE OF IM PIgFB71Y SxNilEUwxIE9PoN9SE COn TIE MAIHTENAIRCE OE 1W SlMxvmIER MANAdWENTARUMD BOOM 69 DEGREES 33 MINUTES 17 SECONDS EAST 160.30 FEED,THENCE SOUTH 67 DEGREES 58 MINUTES 15 Ee TIE WIMDCITYMYONMLLE NULL RFRFOIM DAY ENEBENCY PROCEIXABC A90EWEDIECE9eAPTeYiW.CT' SCONOS EAST 78.64 FEET:MENCE SOUTH TO DUCHIES 31 MINUTES 48 SECONDS EAST TS.1B FEET;THENCE -- ECAIEERO INELINIIFD ST OF VdtlMLLE. SOUTH SI DEMTES 43 IINUR4 a SCMDS UST 99.54 FEET;THENCE NORM 69 DEGREES 69 MINUTES 19 CHARNAN SECTOW EASE TAM Mt.THENCE NORM 2'.DEGREES 31 MINUTES 25 SCOLDS EAST IMO)FEET:THENCE. ROOM Be DEGREES 20 MINUTES 35 SECONDS WEST 23.38 FEET;THENCE NORM 21 DEGREES M MINUTES n CITY ADMINISTRATORS CERTIFlCATE PEDESTRIAN AND BIKE TRAIL EASEMENT PROVISIONS SCWNDS EAST MILOD FEET;THENCE SOU.66 QDREES 29 MINUTES 01 SECOND EAST 167.50 FEET:THENCE MEIMTED GD'OF YONMUE.IlH 9UWE61XRi9 uCSEEE3 Aw AYSES ARE HEIEaY OIYBN 1NIFM NCNTOVSR NL MEALS OR SUM 61 DECREES 27 MUTES U SECO'NS EAST 4.02 MT.MENQ SOUTH N DEGREES 38 MINUTES M STATE OF ILLINOIS ) MEPUT MNNEO9EDE8TNANEA9FAENT',TTIIE IRML EA6EMNT,7EOBMMAW BMFTWL EASEAENi-M'BPXWNAIFA SECONDS EAST 3(1.00 fEET;MEN&CORM 01 DE EE 24 MINUTES CIO RECORDS EAST 1469 FEET TD A PONT OF )SS MMAMAATHTFAMNI TO[ONSTMUCI.INOTNL R[COIWRNF*.R 0,RFMO.E,AEROACE NePECT FVNIrtAN Afn__Tf CURVATURE;MENU NMMEACIERLY ALONG THE MC O A(SAW CONCAVE TO ME SOUTHEAST,HANND A CW:TY OF KENDALL) PEO66TRV•H Nro 9CYCIE TWlB,PAVEDOR UWAYTD,HMME-Ma-FNTO TE GEN'WYL RTLC.TEA-HA•ED RADIUS OF A11W FEET.HAVING A CORD BURIW M NORM 24 DEGREES N MINUTES 53 SECONDS CAST,A EWITEBNEIE7EWORYITEOTWNOWMENT U") WEHTSIIBEIMME WoFOR ME UBEB HEREON BET FORA ANDME DISTANCE OF 356.07 FEET TO A PONT OF TMQNCD THENCE WAIN b DEGREES 3.1 MINUTES N SECDWS EAST ApPRCIEB NND NOWFIED BY THE QTY ADMINISTRATOR OF THE ApMTO Wi;TIM,ORREYOVE AxV TPEES,6HIUBBM OTIEN IAANTS WTNN ME FA6EFE.M AWMnE7EM ORNrtED V:KR1 14612 MET;TWNQ SOON 41 DEGREES 26 MINUTES 14 SCOIOS EAST 70.00 FEET:MERGE SOUTH N DEGREES NISRFEOF WRH THE CONBTSICPON,INSINUATOR.REINWTMUCnM.FEPAR,PEAATVn_RF.PLAfFNMT.:SIBOTCH.4NHTLNEGF LIMITED QT, T,YUNW LE.IWNOS,-5_DAY OF______200- A7ID MFRAIION TIETEO.W iB.IPoRNrvMP6PMNE7NI WILNAM'.9,9TNUL11AE9MOBSLRO:NUn3 SVaL nkfwzu ONOHOVVa J3 RANDIER N S[ONOS WEST 1 612 FEET iC A PUNT OF NRVAMRE:MENU SdIMNS1PRly AMC THE ARC 6AIDf.A9EMENTB TxnT INTERFaE WTn TIE NCTTS IEIEIN dUrrEO OF A CURVE WNCAW TD 1W SOUTHEAST.HAVING A RADIUS OF MUM FEET.HAVING A CEO NMI"OF SOUTH 24 DECREES AS MINUTES S3 SECO DS MST.A OISTAKE OF,XIO.45 FEET TO A PONT OF TANGENCY, prypTY�OMINISiRATOR -------- TEN CE SOUTH 01 DEGREE N MINUTES W NOOMOS WEST 736.0/FEET 10 A PONT OF CURVATIJI THENCE LANDSCAPE BUFFER EASEMENT PROVISIONS SWNWSTER,Y AUDI THE ARC OF A MRW COMCAW TO ME NORTHWEST.HANNG A RADIUS OF MOD FEET. Ctt CFYdNNLU,lla 911CCE990RS.UONSFES AW ARMORS.AIEHFFEBY OVEN E FFNl ROHTeoMMALLARRBON HAVING A[f CN MARNG M SOUTH 22 DEGREES i4 MINUTES M SCOWS MST.A DISTANCE OF 111 In FEET TO TM,I_ EAmAEOTO MSTAT_A MT,IMINrA:,IN�INCT RMFWE NORIR ACE.TRFE9.SHOUTS A POINT O rMCDNCN MINCE SOUTH 43 DEGREES M MARTWS M-WI S MEST 157.00 FEET M A POINT W KENDALL COUNTY RIGHT TO FARM STATEMENT IN-sTGHne6roLANn.anun ocovEN3 MOdMENPONAS OFYERErA,wnAw LAWeunWFUVES.IIOTWPOrum aP TW NMMEEY LINE of GRIWOE RExRN:umr 13.eEnc A zsolvma OF PART of SAID grnon n. ILRALWENi BUIWNW,STRUCTURESOROBSi1UCTCN SHALLBERA OROVER&llDFABPVE06NCR81lALL WM ACCORDRRD TC Be PLAT HEREOF REWWFD __.AS OCCA T NUMBER NOWU VEOETATW YRWONED.M. TTO R.MP OTJII OR d9FAMD MPOT TATIOM WITH UM WGlTATOHL WITIDIIT THE WRITTEN ­THENCE NORM M DEGREES 55 MINUTES 21 SECONDS MST ALEO SMO NORTHERLY KENDAL CDUNn HAS A LONG.RICH TO JIM IN A(RIWLTURE AND RESPECTS AIR1aPIn DIME UMTEOCInOVMNYIl1E. MENCE ME RDIE MAT FARMING CONTINUES TO PLAY N STAWNC ME ECONOMIC ME 70.E FEET:NOOK HAMNO RADIUS RAMC SAID NORTHERLY LINE.BEIW AOIG THE ARC O A WIVE MABUTY OF THE COUNTY. PROPERTY MAT SUPPORTS THIS INDUS RY HS IE CMTEROTME PPOPERry 6141E FE FEHN:IUNiv M9PON61BLE ftIH LME Nn:PEPMA'NIENNHI -'NFLANTHIV+UVMi COWAW 10 THE NORTH HANNG A RAWUS OF 25.E FEET,NAMING A&IOW MARINO OF SOUTH BIB WE S 04 INDICATED BY A ZONING MOTCATOR-A-1 OR AO SPECIAL USE. AT O E lASFMBT MFA9 MDANVFRf4NCE3 MINUTES 39 RECORDS NEST,A WSIAWE OF 39.27 IFFY:THENCE SOUTH Al DEGREES 24 MNUlE4 36 SECOROS CWSTROCING A RESIDENCE OR FAGUTY NEAR MIS­MG SHOULD BE ATTIRE NEST RING SAID NORTHERLY LINE 66.19 FEET:THENCE SCUMMY ALWC THE MSTEIRY LINE OF SAID ORANDE MAT NORMAL AORIWLRBAL PRACTICES MAY RESULT N OCCASIONAL SMALLS. RESERVE UNIT 13.81 ALONG ME ARC OF A CURE LONGUE TO IW NEST.HAVING A RADIUS OF 25D0 FEET, MST,SWM NOSE.AND UNOE HOURS OF OPERATION MAT ARF NOT TYPIC& HANNG A GIORD BEARING OF SWM M DFOREE 35 MINUTES 21 SECONDS EAST,A DISTANCE OF N.27 FEET i0 A 2OPNR aM'A< POINT OF TANGENCY:MEUIT-11 43 1EGREES M MORI M MONTHS MST ALWG SAO MSIERLY UNE 433.03 FEET TO A PONT OF WRVAIUAE;MENCE SWTHMSTERLY ALOW SAS MSTERLY ME OF CLARK RESERVE MIT 11 BUM ALOW THE ARC OF A WRVS CONCUR TO THE SWMEAST.HAM A RADIUS OF 440.E FEET,HA NO A CHORD BEARING O SOUTH 32 DECREES Tt MINUTES N SECONDS MST,A DISTANCE OF 187.21 VATARE:TEND SWTHMSFERLY ALMC SAID WSTFRLY LINE,BONG HONG RAFT ARC OF 4E MCRMMST.H A RADIUS O E.W FEET.HANNG A-TO OEAMNC RN CMCAN O T. ANNC OF SW Tn I UL.-36 MINU'ES 13 SECONDS NEST,A DISTANCE O 4125 FEEL TO THE PULL O IMBUING; A„ +�^'•. '�^^ <-°•.-'+'.. MORTGAGORS CERTIFICATE - W BRISra To,`NP.KENDALL D V`I IWI M COUNTY E _-U)S+ M FURTHER CERRFY THAT W PART OF IW MOLE DESCRIBED PROPERTY IS LWAM WHIN A SPEOAL FLOW -- HAZARD AREA AS IDENTIFIED BY TH E FEDERAL EYERQW'Y MMAOMENT AGENCY BASED ON RRM 170341-ODmC, MOILER OF A MORTGAGE Ch TIME PRO-�ERTY DESCRIBED WHEW. DATED.JULY 19,19M.ALL OF TIE PROPERTY 15 LOCATED N ZONE C.AREAS W MNMAL FLOWING. HEREBY CWSENTS M ME EYECUTON AND PCCORDING OF THE ABON AND FORE G PUT OF SUROIMSON ANO HEREBY SUBMITS 115"I ACE RECORDED__ - AS OWU NT NUMBER M fTMMN GAMY MAT M HAVE SET ALL SUBENSW MMWENTS AND DE No THEM ON MIS FINAL _JN ME WISE OF THE RECORDER OF DEEDS.______ CGJNn.KUNdS TO ALL O pLAT AS REWIRED BY ME PRAT ACT(IWNOS LENSED STANTES 19 P,CMIM 109 SEC11OR 1). T1E PSOM910N5 THEREOF. IN WMESS WHEREOF.THE SAID HAS CAUSED THIS NISI Ull r8 BE M FMNM URTFY MAT ME PROPERTY SHOWN ON THE PUT HEREON DRANK IS SITUATED"MR ME 9MU)BY ITS DULY AUTHOWE OfIQWS W ITS REHAE AT --------- COOPERATE Mn OF THE UNTED CITY O YdtKMOUI WROUS,WRSH IS E%ERQSNC ME SPEGAL POTHERS _-. MIS__ AY OF_-_ IC_ AUMORI2ED BY WSW 12 OF MIME 11 OF ME ILLINOIS MUNIQPAL CI AS AMENDED. W FURTHER CERIFY MAT TINS PLAT AND SUBDINSHN MEE15 ME CIRRENT RFOAREMENTS O A BOUNDARY SUNN=Y AS DEPNED BY STATUTE, PRINTED NAME AND THE _- _ GIVEN UNDER OUR UMW AND SEA AT HAPERMLLE.ILLINOIS.THIS DAY O AD..200_ ATTEST. PRA _NNE AO OF RUSSELL W.'Xi';.RL S IT . NOTARY CERTIFICATE EMncwT rt STALE ___�) ME PR )ss LICENSE MINORS H/SO/m PROEBMONL ccuNn FM_�____ ) uaIRNErOn n aueWrM A NOTARY PUBLTC IN AND FOR ME COUNTY 6 J 1 6 PER RENEW `M AND STATE AFORESAID.W HEREBY CERMY MAT 5 2/20/08 REVISE lM1T 14 PHASE i TO UNIT 20 MEN AND_ PERSONALLY KNOWV TO ME TO BE ME PIT BSWNT MD SECRETARY OF_-__-__ AS SHOWN ABOVE,APPEARED BEFORE ME H PUCR 4 1 6'OR ADD LEGAL DESCRPTION MEK W ACHNDAUEOQD MIT A6 SUCH OFFICERS.THEY S61ED Al0 OGT FRED ME SND WSTMMFNT Aft ! BN J 11/X/0.5 REVISE PER CLIENT'S RENEW MN CAUSED ME CORPORATE SEA TO BE ArP-THERETO AS NOR FREE AW NWUNTARY ACT AND AS ME FREE AND VOLUMTARY FACT OF SAID LORPERAIW.FOR ME-1 AND PURPOSES 1Ea71 SET FORM. NONCE A.BRUOIEAEYEI4 FIL&9 24M P BAT E jfl�ll REMOVE FOX METRO TEMP.ESMT MEK OVEN UNDER MY HAW AND NOTARIAL SEAL THUS__DAY OF_ _.M- PRESIDENT 7AXp RENEE PER RENEW MEK MESS OPINES H/A/06 ISSUED MEK DESCRIPTION BY NOTARY FLOOC NEPEAV NILE« TECHNICAL M PREPARED FOR: •FOR BUILDING RESTRICTIONS AND EASEMENTS NOT SHOWN CONSULTANTS,MC. PASDUIWW-PLOWER PLACE LLC. HEREON,REFER TO YOUR ABSTRACT,DEED,GUARANTEE x6 POLICY AND LOCAL ORDINANCES. TuWRNUN ^a DIp)uPARE''.ALL POINTS BEFORE BUILDING AND REPORT ANY - s X°"1.3, 5 IDe xo.:265-tw PARED.mAw M[ME® SHEET 3 OF 3 IFFERENCE AT 01 m-Pap - UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: Heartland Crossing Date of Submission: Requesting: Annexation [kZoning [ Planned Unit Development [] Special Use: 1. Name of Petitioner(s): Address: 654 4,art i rtn' ^r Ynrkvi 11 TT 60560 Phone Number: 630-553-3322 Fax Number: 630-553-5736 Relationship of Petitioner(s)to subject property: [] Owner W Developer W Contract Purchaser 2. Name of holder of legal title, if different from #1: See Exhibit "C" If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: See Exhibit "D" 3. a). (i). Street address and physical location of subject property: 514 Acres East of Route 47 and South of Ament Rd. in Kendall County Illinois (ii). Zoning of surrounding parcels: North: - South: Kendall Counter A-1 East: Kendall County A-1 & Yorkville R-2 Pik West: Kendall County A-1 with a Special Use for a Church b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 514 Acres Page I of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 05-16-400-002 05-21-200-002, 05-16-400-003, 05-22-100-002, 05-22-100-003 e). Current Zoning Classification: County A-1 f). Zoning Classification Requested: R2 and B-3 PUD g). Is this property within City limits? Yes X No, requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". See attached 5. List all governmental entities or agencies required to receive notice under Illinois law: Bristol Kendall Fire Protection District, Kendall County, Kendall Township, Kendall Forest Preserve, Yorkville School District 115, Waubonsie Jr. College 516 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: None 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? Yes If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: John F. Philipchuck, Dommermuth, Brestal, Cobine & West, Ltd. Address: 123 Water Street, Naperville, Illinois, 60540 Phone Number: 630-355-5800 Fax Number: 630-355-5976 Engineer: Name: Smith Engineering Consultants, Inc. Address: 759 John Street, Yorkville, Illinois 60560 Phone Number: 630-553-7560 Fax Number: 630-553-7646 Land Planner: Name: Richard Marker Associates, Inc. Address: 654 Heartland Drive, Yorkville, Illinois 60560 Phone Number: 630-553-3322 Fax Number: 630-553-5736 Page 2 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 Exhibit A SMITH ENGUINEERIN I CONSULTANTS, INC. , CIVIENGINEE ENGINECO AND SURVEYORS PLAT OF ANNEXATION a 759 JOHN STREET Y0R3-1758,ILLINOIS7790500 PH. ms com690 Ax:eaa-ee3-7848 omiIlw mil•NcH••nne.com E-IbUUNTLEY•ecW•NOR MLLE ne.com •MeNBNRT •HUNTLHY •YORKy1LL8 ILLINOIS PROFESSIONAL DESIGN FIRM 9 104-000106 TO THE li l/T TE COMP FILE 050672-zoning-exhibit dwg PLOT FILE:STANDARD VIEW.Annexation UNITED CITY OF YORKVILLE PART OF THE SOUTHEAST QUARTER OF SECTION 16, PART OF THE NORTHEAST QUARTER OF SECTION 21, AND PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS I I, �e►.�� AhE'VT FAQ ----------------------------- ---��r 57176,ffi NORTH LINE OF THE SOUTHEAST ��• QUARTER OF SECTION 16 Q _ Y N0I2905'W I , 332.64' -LANDS HEREBY ANNEXED - V N88'30'551' I I }' n EXISTNG UNTIED 9.50' I ' '4, ;T b 1/ r 5Yr/ q Y - CITY OF YORKNLLE CORPORATE LIMITS X, T I -g E $ TOTAL ANNEXATION L. • U AREA - 5/4.33 ACRES -� �` N R_ OF LAND MORE OR LESS 21 22 NOR IFI LINE OF THE NORTHEAST NORTH LINE OF THE NORTHWEST di� QUARTER OF SECTION 21 QUARTER OF SECTION 22 'ZI I " ._ - 60 t00 , i 22 1. R • �10 ., ,' O TEASE SIZE NOT ASEU TE' EASY Raw LINE OF 94.ANNEXAIIG4 $ E ) PLATS 47 PER MARCH 2 PLATS DATED 27 7990 AS DOCUMENT •w "� Na 901891 690000 -�- I'I 893031 „I 41,--- D PA •S rTl 9� _.Qfi� 60072' i'4 ai §3• 1 A Rm !i 22 I,V1I 1 ''','',401.0",.,._.' '' 11 gz _ • i 1EAST LINE OF FORMER 'FOX&IWNOIS UNION A I i RAILWAY COMPANY; ' aim/OMART TER 0T INC �iJ�m /QUARTER OF r INE NOR 22 160057'. L/YL®R` Lr • �7nInNe _1_.._-1. p 6w ,•.. 1319.73 9, IliiNi/a Ni* SOUTH LINE OF THE NORTHEAST ' Tl/A74 QUARTER OF SECTION 21 py'i It 950 __-- I I i N R. �,N ,_ SI 2I `n 1I II m __.�___ I7 ) PARCEL II THAT PART OF THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 WITH THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID SOUTHEAST 1/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHERLY,PERPENDICULAR TO THE LAST DESCRIBED COURSE, 381.0 FEET; THENCE RESTORE Y,PARALLEL WITH SAID NORTH LINE,565.27 FEET TO THE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT OF WAY THENCE NORTHERLY, WESTERLY AND NORTHERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE,571.78 FEET TO THE POINT OF BEGINNING,IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS. PARCEL 2: THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,EXCEPT THE RIGHT-OF-WAY OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY AND ALSO EXCEPTING THE RIGHT OF WAY OF ILLINOIS STATE ROUTE NO. 47 PER DOCUMENT NUMBER 90-1890 IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND ALSO EXCEPTING THEREFROM THAT PART OF THE SOUTHEAST I/4 OF SECTION 16, TOWNSHIP 38 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 WITH THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID SOUTHEAST I/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHERLY.PERPENDICULAR TO THE LAST DESCRIBED COURSE, J81.0 FEET,' THENCE WESTERLY PARALLEL WITH SAID NORTH LINE, 565.27 FEET TO 71-IE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RICHT-OF-WAY THENCE NORTHERLY, WESTERLY AND NORTHERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE, 571.78 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP,KENDALL COUNTY,ILLINOIS. PARCEL 3: THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, EXCEPT A STRIP 3 RODS WIDE OFF THE WEST SIDE THEREOF, CONVEYED TO THE FOX AND ILLINOIS UNION RAILWAY COMPANY BY DEED DATED SEPTEMBER 1, 1911 AND RECORDED FEBRUARY 28, 1912 IN THE RECORDER'S OFFICE OF KENDALL COUNTY,ILLINOIS IN BOOK 66 AT PAGE 291 AND ALSO EXCEPTING THEREFROM THE RIGHT OF WAY OF ILLINOIS STATE ROUTE NO. 47 PER DOCUMENT NUMBER 90-1891,IN KENDALL TOWNSHIP,KENDALL COUNTY.ILLINOIS. EXCEPT A 100 FOOT BY 80 FOOT LEASE SITE OVER THAT PART OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 27; THENCE SOU7H 88 DEGREES 03 MINUTES 02 SECONDS WEST 35.24 FEET AS MEASURED ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 21; THENCE SOUTHERLY PERPENDICULAR TO THE LAST DESCRIBED COURSE 1.18 FEET TO THE NORTHEAST CORNER OF THE LEASE SIDE, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 02 DEGREES 22 MINUTES 44 SECONDS EAST 80 00 FEET; THENCE SOUTH 87 DEGREES 37 MINUTES J6 SECONDS WEST 100,00 FEET; THENCE NORTH 02 DEGREES 22 MINUTES 44 SECONDS WEST 8000 FEET; THENCE NORTH 87 DEGREES 37 MINUTES 16 SECONDS EAST 100.00 FEET TO THE POINT OF BEGINNING, ALL IN KENDALL COUNTY, ILLINOIS. PARCEL 4: THE NORTHWEST QUARTER OF SECTION 22 AND ALL THAT PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 22 LYING NORTHERLY OF A DITCH RUNNING THROUGH SAID WEST HALF, WHICH DITCH BEGINS AT A POINT ON THE REST LINE OF SAID SECTION 2Z A DISTANCE OF 95.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AFORESAID,AND RUNS NORTHEASTERLY TO A POINT N ON THE EAST UNE OF SAID WEST HALF 702.0 FEET NORTH OF THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF SAID SOUTHWEST QUARTER,ALL IN TOWNSHIP J6 NORTH.RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE TOWNSHIP OF KENDALL, COUNTY OF KENDALL AND STATE OF ILLINOIS EXCEPT THAT PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOLLOWS.' COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH, ALONG THE WEST LINE OF SAID NORTHWEST QUARTER,812.0 FEET; THENCE EASTERLY,ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 00 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM, 582.0 FEET; THENCE NORTH, PARALLEL WITH SAID WEST LINE, 85.0 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH.PARALLEL WITH SAID WEST LINE 213.0 FEET; THENCE EAST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 604.78 FEET; THENCE NORTH PARALLEL WITH SAID WEST LINE 219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF H 89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE MEASURED CLOCKWISE THEREFROM, 604.81 FEET TO THE POINT OF BEGINNING; ALL IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS. PARCEL 51 PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH.ALONG THE WEST LINE OF SAID w--T41.-6 NORTHWEST QUARTER,872.0 FEET THENCE EASTERLY,ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 00 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE.MEASURED CLOCKWISE THEREFROM,682.0 FEET THENCE NORTH,PARALLEL WITH SAID WEST LINE,85.0 FEET FOR THE POINT OF BEGINNING' THENCE SOUTH,PARALLEL WITH SAID HEST LINE 213.0 FEET; THENCE EAST,AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,604.78 FEETTHENCE NORTH PARALLEL WITH SAID WEST LINE 219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM,604.81 FEET TO THE POINT OF BEGINNING ALL IN KENDALL TOWNSHIP,KENDALL COUNTS ILLINOIS S NOTE: SURVEYOR'S CER TFICA TE ALL AREAS SHOWN HEREON ARE MORE OR LESS. AND DISTANCES ORN HEREON ARE MEASURED REFER STATE OF ILLINOIS ) TO BEARINGSAPPROVED ANNEXATION DOCUMENTS FOR DETAILED DESCRIPTIONS )SS ACREAGES AND DIMENSIONS COUNTY OF KENDALL) PLAT OF ANNEXATION I,Cralg L.Duy,Illinois Professional Land Surveyor Number 3359,do NOTES: PART OF THE SOUTHEAST QUARTER OF SECTION 16, PART OF THE hereby certify that the Plot of Easement hereon drown was preparedNORTHEAST QUARTER OF SECTION 21. AND PART OF THE WEST HALF • Basis of bearings = Illinois State Plane Coordinate System, East Zone oft recordforthe uses information and herepn setplots foroth,ofother lbs instruments • This map was created for use as o Plat of Annexation. This map is not OF SECTION 22, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD purposesto be used for anyconstruction or a Plot PRINCIPAL MERIDIAN,KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS described property. and g purposes without consent from Doted at Yorkville,Kendall County Illinois,December 1, A.D.2005. a proper agent of Smith Engineering Consultants, Inc. • This IS NOT o Plot of Survey. No assumptions or agreements as to ownership, use, or possession con be conveyed from this document. REVISIONS DWN BY: INT: DATE: PROJECT NO. • No underground improvements hove been located unless shown and noted. L NTD 12/2/05 050735.04-04 • No distance should be assumed by scaling. 2. DSN BY: INT: HORIZ SCALE: SHEET N0. Illinois Processional Land Surveyor No. 3359 • This map is void without original embossed or red colored seal and _ -- License expiration date: 11/30/2006 signature affixed. 3. I CHK BY: INT: VERT SCALE: 1 OF 1 5 CLD - ' �x4•�6 it- � 05-09400-002 05-09-300-001 Ronald A. Cooper Weisman Hughes Pottinger Farms,LLC 9103 Ament Road 975 E.22nd Street P.O.Box 345 Yorkville,IL 60560 Wheaton,IL 60187 Yorkville,IL 60560 05-16-100-005 05-16-100-014 05-16-100-015 Kendall Grundy F.S. Inc. Elizabeth Collins Trust Albert Jr. & Caryn Collins 4000 North Division 804 A. Freemont Street 9555 Ament Road Morris,IL 60450 Yorkville, IL 60560 Yorkville, IL 60560 05-16-100-007 05-15-300-005 05-15-400-001 Albert Jr. & Caryn Collins Conifer Group L.L.C. Clyde Marital Gabel 9555 Arnent Road 6480 B Reservation Road 8242 Ament Road Yorkville,EL 60560 Yorkville,IL 60560 Yorkville,IL 60560 05-22-200-006 05-22-300-009 05-22-400-001 Stewart Farms,L.L.C. Sue E.Tuttle Arnold V ogee Revocable Trust 6605 Route 126 9115 Route 47 8011 Walker Road Yorkville,IL 60560 Yorkville, IL 60560 Yorkville,IL 60560 55-16-300-009 05-16-300-003 & 05-21-100-001 05-21-300-005 Cross Evangelical Lutheran Church Lois E.Burkhart Lelan F. Bretthauer 3609 Route 47 908 E. Reiman 218 Georgiana Street Yorkville,IL 60560 Sandwich,IL 60548 Yorkville, IL 60560 35-21400-002 05-21400-008 05-21-400-010 Kathleen A.Hopkins Frank&Christine Hamp Frank& Christine Hamp 5418 Route 126 9239 Walker Road 9239 Walker Road Yorkville,IL 60560 Yorkville,IL 60560 Yorkville,IL 60560 )5-21-400-011 05-21400-013 05-21400-014 Keith&Kathleen Warpinsid Martin& Kristine Black John W. Black L108 Mill Street 2504 Whitehall Lane 1000 Reidy Road Plainfield,IL 60544 Naperville,IL 60564 Lisle, IL 60532 )5-21-400-003 iohn & Glenda Adkins Dhuse Family Farms,LP Marianne Richards )825 Penman Road 28 Bonnie Lane 1012 Vista Circle Yorkville,IL 60560 Yorkville,IL 60560 Franklin,TN 37067 05-21-400-005 Larry R. Cooper Annette Hattner Jo 9103 Ament Road 45 Settler's Lane Yorkville,IL 60560 Oswego,IL 60543 a -d 9ELS-ESS-069 s84eioossd Jamiew pJeyota Wd6S =8 soot 12 oaa EXHIBIT"C" OAKBROOK BANK,AS TRUSTEE UNDER THE PROVISIONS OF A CERTAIN TRUST AGREEMENT DATED THE 13TH OF SEPTEMBER,2005,AND KNOWN AS TRUST #3405 (Owner of parcel #05-16-400-002, located on the southeast corner of State Route 47 and Ament Road in Yorkville, Kendall County, Illinois.), JOHN ROBERT AMENT and STEVEN L. AMENT, TRUSTEES UNDER THE LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978,J. ROBERT AMENT and JACK C. WEIS TRUSTEES UNDER THE J. ROBERT AMENT CHARITABLE REMAINDER TRUST DATE NOVEMBER 3, 2005, JOHN ROBERT AMENT AND JACK C. WEIS,TRUSTEES UNDER THE JOHN ROBERT AMENT LIVING TRUST DATED OCTOBER 19,2005 AND AMENT I L.L.C.,A WYOMING LIMITED LIABILITY COMPANY C/O JOHN ROBERT AMENT. (Owners of parcel# 05- 21-200-002, located on the east side of State Route 47 approximately one quarter mile south of Ament Road in Yorkville, Kendall County, Illinois.), DBRNC,L.P. AN ILLINOIS LIMITED PARTNERSHIP (Owner of parcel#05-16- 400-003, located on the southeast corner of State Route 47 and Ament Road in Yorkville, Kendall County, Illinois.), ROBERT J. MURST AND LORI L. MURST (Owners of parcel#05-22-100-002, located at 9166 Penman Road in Yorkville, Kendall County, Illinois.) and ANN MARIE SASSAMAN,JEAN ERNA INGEMUNSON, CHRISTOPHER GABEL, KARRIE RUDD, AND JAMIE GABEL (Owners of parcel# 05-22-100- 003, located on the east side of Penman Road in Yorkville, Kendall County, Illinois.), Exhibit D UNITED CITY OF YORKVILLE ILLINOIS DISCLOSURE OF BENEFICIARIES OAKBROOK BANK TRUST 43405 Trustee of Property Identified as # 05-16-400- 002 Beneficiary: Richard Marker Associates, Inc. Robert J. Murst& Lori L. Murst Owners of Property Identified as #05-22-100-002 Ann Marie Sassaman,Jamie Gabel, Karrie Rudd, Christopher Gabel,Jean Erna Ingemunson Owners of Property Identified as #05-22-100-003 DBRNC,L.P. An Illinois Limited Partnership, Owner of Property Identified as #05- 16-400-003 Partners: Ross Ament, Connie Ellis Ament, and Nan M. Miller AMENT I, LLC.,A Wyoming Limited Liability Company, Part Owner of The Property Identified as 05-21-200-002. Manager/Member: John Robert Ament John Robert Ament Living Trust, Part Owner of The Property Identified as 05-21- 200-002. Beneficiary: John Robert Ament John Robert Ament Charitable Remainder Trust, Part Owner of The Property Identified as 05-21-200-002 Beneficiary: John Robert Ament Louise Marie Testamentary Trust, Part Owner of The Property Identified as 05-21- 200-002 Beneficiaries: John Robert Ament and Steven L. Ament Verification I, Vincent M. Rosanova, being first duly sworn under oath, depose and state that I am the person making this disclosure, that I am duly authorized to make this disclosure, and that I have read the above foregoing disclosure of Beneficiaries, and to the best of my knowledge the statements contained therein are true in both substance and fact. Subscribed and sworn before me this�day of 2006. Notary Public OFFICIAL SEAL CYNTHIA KEPNER NOTARY PUBLIC-STATE OF ILLINOIS MY COMMISSION EXPIRES:10/05/09 120130/1 10. Submit the following to the Deputy Cleric in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13" envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: jlf b ae, f,oM (.O _ Petitioner(s) Signature: (All legal property owners signatures must appear on this application.) Subscribed and sworn to before me this V:4' day of J4hMQ 200 4o =OFF PUBLIC LLINOIS.15.dam APPLICATION MUST BE NOTARIZED. Page 3 of 5 United City of Yorkville Annexation PUD Zoning,Special Use Application Revised 2/25/04 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13" envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: Z- 1— 06 _ Petitioner(s) Signature: (All legal property owners signatures must appear on this application.) Subscribed and sworn to before me this 6 day of 2001 , L OFFICIAL SEAL GINA ML GABEL �. RY PUBLIC, E OF ILLINOIS Notary Seal MMISSION ES 2-18-?.008 THIS APPLICA TION.MUST BE NOTARIZED. Page 3 of 5 United City of Yorkville,annexation PUD,Zoning,Special Use Application Revised. 2/25/04 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13" envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: `Petitioner(s) Signature: (,all legal property owners signatures must appear on this application.) Subscribed and sworn to before me this oTHdav of e- 4 200 ° .� ,� SEAL" ,.. Oarlson el Notary Seal �., >y` :n`: , x;:teof Illinois .0/08/2008 THIS APPLICATION MUST BE NOTARIZED. Page 3 of 5 United City of Yorkville Annexation PUD,Zoning,Special Use Application Revised: 55/04 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13" envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. This instrument Is eseculed by OAK BROOK BANK, not personally btu so" as Trasgs, so /t aforesaid. All the covenants and conditions to be performed hereunder by OAK BROOK BARN(are Date: ("J/ andcrt,ken by it solely as Trustee, as aforesaid and n uvidually and no personal liability nMroeabie against OAK EM, J.i:K o, ,xon of arty nt the -nvenents, :r n•mns reor-mtatlons or warranties contained in in,, ..Or—•mot Petitioner(s) Signature: (Ali legal property owners signatures must appear on this application.) ---(001� Subscribed and sworn t before me this I H4 day of 200k. �, "OFFICIAL SEAL" yA CHERYL CSISZAR ROBERSON Notary Seal Notary Public,State of Illinois * My Commission Expires n 03/22106 . . fy ..... rAPPLIC.4 TIOr "N .VI UST BE NOTARIZED, Page 3 of 5 United City of Yorkville,annexation PUD Zoning,Special Use Application Revised: 2/25104 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). C. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"Y 13" envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: — Petitioner(s) Signature: (,ill legal properry owners signatures must appe on this application.) V.. Subscribed and sworn to before me this day of �i"�► y 0 p. QP p�' Notary Seal G THIS APPLICATION YIU8V'BE NOTA D. ''74F OP 1441 _ << S�,S` YO/&AV ?.s A -•,ter r Page 3 of 5 United City of Yorkville Annexation PUD Zoning,Special Use Application Revised. 2/25/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: 0 LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this da of Febru 2006. x ' Notary Public I i f.rliAL',:.A , L VA, SIEGLER -,TA-7E Ofi ILLINOIS CAShared 2006\Real Estate.2006\ament.signaturepage.doc SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: d z �- LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this .flay of February, 2006. ............... �L Notary Public CI EIt:,lA1.SEAL vq iS 0 2920 u JEX ^ CAShared 2006\Real Estate.2006\ament.signaturepage.doc 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13"envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: Petitioner(s) Signature: (All legal properry owners signatures must appear on this application.) c� Subscribed and sworn to before me this `� day of t\/'7`% ' 0�. Notary Seal 4 ----- i ' ".'�oti Us/, 0Q, qt STS��A4 THIS APPLICATION ?'UST BE NOTARIZED. (jr � �B�Nd/Sai 'ar a� -jr Page 3 of 5 United City of Yorkville annexation PUD Zoning,Special Use Application Revised: 2(25/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this day of February, 2006. 9 i Notary Public f q'gry!®!(JmGlp'!&'!b C'w!P"N.'.SqJVlA1 / €`NARY pUjt €S- `7 s"AJB OF€ti.CNOO My COIAM1,96;0N,CYNAES Q-29-2008 CAShared 2006\Real Estate.2006\ament.signaturepage.doc 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to page 4 of this application to "Petitioner route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x IT' envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: _ Petitioner(s) Signature: (rill legal property o rs signatures must appe on this application.) Subscribed and sworn to before me this day of bd 0 sr sc Notary Seal - THIS APPLICA TE-i NORIZED TIiN.YIU Op a� za 0/ < Page 3 of 5 United City of Yorkville.annexation PUD Zoning,Special Use Application Revised: 2/25/04 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x IT' envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: Petitioner(s) Signature: (All legal propem own ienatures must appear on this application.) i�• Subscribed and sworn to before me this day of,-. y yr ..- �� yr Notary Seal o q OP THIS APPLICTION MUS Rk 16T -I Page 3 of 5 United City of Yorkville Annexation PUD Zoning-special Use Application Revised. 2/25104 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: 6 2_ LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this /' d of February, 2006. Notary Public "4 ri !w Ell MY CQMMISSIGR EXPIRES S-21-2006 CAShared 2006\Real Estate.2006\ament.signaturepage.doc SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this y of Februa , 2006. r Notary Ptiblic r4r� SIEGLER 1. y NO ir't/RY yF'zt.'+ -i ATE QF JUINOIS P� CAShared 2006\Real Estate.2006\ament.signaturepage.doc 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13"envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: Petitioner(s) Signature: (All legal property owners signatures must appear on this application.) 1— Subscribed and sworn to before me this day of �c 1 3 i ltu p U;f ?c cNOTARIF URA NT 3c Notary Seal a . COMiiAiS5t0 " ! "rte._Ft CINOIS�c SS.✓ xrit,ES �5�s/ THIS APPLICATION ' 7VOT�RIZED. Page 3 of 5 United City of Yorkville Annexation PUD,Zoning,5pecial Use Application Revised: 2/25/04 ANNEXATION,PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning - $250 plus $10 per acre for each acre over 5 acres b. Rezoning only - $200 plus $10 per acre for each acre over 5 acres c. Special Use - $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1.25%of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit - up to l acre =$1,000; over 1 acre but not over 10 =$2.500 over 10 acres, but not over 40 = 55,000 over 40 acres, but not over 100 = S 10,000 over 100 acres=$20,000 g. Deposit for Outside Consultants - under 2 acres= $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental,etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2"d and 4d'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. Page 4 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. 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 boom at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records o the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, 11 in ' 0. Date: -2 Signature of Petitioner Page 5 of 5 United City of Yorkville Annexation,PUD Zoning,Special Use Application Revised: 2/25/04 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 \ PC# c0��- APPLICATION & PETITION Please Check One: x Preliminary Plan Final Plat Development Name: Heartland Crossing Date of Submission: �7 1. Name of Petitioner(s): Richard Marker Associates, Inc. Address: 654 Heartland Drive, Yorkville, IL 60560 Phone Number: 630-553-3322 Fax Number: 630-553-5736 2. a). Street address and physical location of subject property: 514 acres east of Route 47 and south of Ament Road in Kendall County, Illinois b). Legal description of property; attach as Exhibit"A". c). Total Acreage: Approx. 514 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: John F. Philipchuck Dommermuth, Brestal, Cobine & West, Ltd. Address: 123 Water Street, Naperville, IL 60540 Phone Number: 630-355-5800 Fax Number: 630-355-5976 Engineer: Name: Smith Engineering Consultants, Inc. Address: 759 John Street, Yorkville, IL 60560 Phone Number: 630-553-7560 Fax Number: 630-553-7646 Land Planner: Name: Richard Marker Associates Address: 654 Heartland Drive, Yorkville, IL 60560 Phone Number: 630-553-3322 Fax Number: 630-553-5736 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: 'Jeh S, oZ W 4. Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney,Engineer)must appear on this application.) >� ` Subscribed and sworn to before me this day of �j1'f tQ/L�+li 12006 G ENotaTAKV.LISL NOTARY PUBLIC STATE OF ILLiI APPLICATION MUST BE NOTARIZED. y Commission Expires 4.15 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised' 5/4104 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: i S - vt Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of ELiyU p, 1/ 2006 OEF�IeIA SEAL G1NA M. GABEL NOTARY PUBLIC,STATE OF ILLINOIS Notary Seal If%'CO'c„�,ssc THIS APPLICATION MUST BE NOTARIZED. Page 2 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: Z-10-06 Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney.Engineer)must appear on this application.) P L�`�``1D+� PO ,., L Subscribed and sworn to before me this IOTA/ day of 006 Notary Seal THIS APPLICATION MUST BE NOTARIZED. "OFFICIAL SEAL" Mary L. Carlson Notary Public.State of Illinois My Commission Exp.06/08/2008 Page 3 of i United City of Yorkville Preliminary/Final Plat Application Revised'. 5/4104 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10" x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, r„,. ,,., m•m s .taw:uten t/y OAK NieNiK BANK,Pe�ti wioneFysnrttotye�;Frn ,nne�jr)must appear on this application.) Prnit+S 1 1! th, —vetlants and ommditlnns M h.oerrn W haraundst „y :tf.0 u 1°NN aro unn art.• > 0 s„lely as Trvalse, as aforesaid and not Individually, end nn r-5—Al sn- ' .t +sserter ..r to enforoeeDle against OAK &KOOK BANK by reason M any ni the ,;nvemnt' statamenis. reoreaentetfons or warranties oonleined In this Instrument. Subscribed and srA;1,V0re-=e4� day of , 200 W 11Ol FI('lAl, SEAL” �+CHERYL CSiSZAR ROBERSON ;+ Notary Public.State of liiinois G �+ My commission Exoires 03'22'06 Notary Sealy+P.ltri�rift�+�rE✓fr4���!. rf►!s!r!S�r THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Prelitninary/final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10" x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) i / V . 4 0 Subscribed and sworn to before me t0 s i �'�1--- day of - ,54Y �, F: c p lEi 'ter Notary Seal THIS APPLICATION MUST, NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: D LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee r i :� Subscribed and Sworn to before me this �f ¢ay of February, 2006. r� Notary P lic f F' CAShared 2006\Rea! Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13"envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney,Engineer)must appear on this application.) C _-_- Subscribed and sworn to before me this day of - 00 ,<NO7AFi Notary Seal THIS APPLICA TION,V UST BE'7V6TARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: 02 - LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this day of February, 2006. . �. Notary Public E ER -' OF=NOtS r ?`S E-21-2008 CAShared 2006\Real Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10" x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this Ta'y ofr. 200_6_- N •�, '�:r_�;,-CIA!���"',�.-� -j o Notary Seal - . �^�• �.:� ,,,;;-'``tcrs>� THIS APPLICATION MUST BE NOT ZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this clay of February, 2006. _ Notary u tic OF fiLL6NW C-X- ;R86&21-2008 C:\Shared 2006\Real Estate.2 006\ament.s ignaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of- 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10" x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this;,t�l �NQ� A r.7. ti ,,, .1 At MY ' 4 �" yR,a corgist --Xµ F`bt� y Notary Seal THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: l LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee before me this ! a of February, 2006. Subscribed and Sworn to Y � Notary Public • .. _�"sue,.. . , EGLER OF UINCIS CAShared 2006\Rea! Estate.2006\ament.signaturepage.doc 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10" x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10" x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, Petitioner's Attorney,Engineer)must appear on this application.) I '- , 200 . Subscribed and sworn to before me this day of COL.- At I Notary Seal A THIS APPLICATION 1Ni1ST$E O ARIZEb. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 SIGNATURE PAGE ADDENDUM TO APPLICATION AND PETITION PRELIMINARY PLAN DEVELOPMENT NAME: HEARTLAND CROSSING The following Petitioner has submitted this Application under oath and verifies that to the best of his knowledge its contents are true and correct. Date: LOUISE MARIE AMENT TESTAMENTARY TRUST CREATED BY WILL DATED NOVEMBER 9, 1978 Steven L. Ament, Trustee Subscribed and Sworn to before me this I u day of February, 2006. Notary Pub r NOTARY P,'St.`t: . CAShared 2006\Real Estate.2006\ament.signaturepage.doc Exhibit A • SMITH ENGINEERING CONSULTANTS, INC. • CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 7613 JOHN Sasser PLAT OF ANNEXATION YORKVILLE.ILNMOIS 60660 PH'.9 80653-7FAX ea0-663-7696 milhenaineering cam66 E-NAIL sece•mithenKI•••vne.cam •NCHENNY •HUNTLEY •YORKVILLE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000106 TO THE COMP.FILE: °50672-zoning-exhibit.dwg 1 if l/lf_J PLOT FILE.STANDARD NEW Annexation UNITED CITY OF YORKVILLE PART OF THE SOUTHEAST QUARTER OF SECTION 16, PART OF THE NORTHEAST QUARTER OF SECTION 21, AND PART OF THE WEST HALF OF SECTION 22, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS 4 N R_ ANENT ROAD 571.78', ,�588YlT01'M:1566.90 omI), '' x,y $ NOR TN LINE OF THE SOUTHEAST p{,N' QUARTER OF SECTION 16 56527' N01'29'05'W I , 332.64' � I 1 F -LANDS HEREBY ANNEXED V 2 N8830'35£ n pry. EXJSRNG UNITED 9.50' II :131 :.:Le i CITYOF 1E UNITE N 2,'i ci i -� CORPORATE LIMNS n Ai :1',';';', ': '''''' ''.'-''''',•:,.i-F-... ,, ''' ' . .' . . . §1 U a� � TOTAL A/V\,EXATION ), t AREA - 5/4.33 ACRES -itN R, OF LAND MORE OR �� LESS II I1 12 J,� P4. . N R_ NORTH UNE OF THE NORTHEAST NORTH LINE OF THE NORTHWEST "�� N_' J///QUARTER OF SECTION 21 /QUARTER OF SECRON 22 (G_� —_ --- F t y ...1'_L. NRIP t"'{ ,_1861¢r- - N66TN04'E' 2637.81 12 11 1jTl 111 e0'.lowOfF • P EAST NOW.LINE OF N ANNEXABLW i�2 PLAATS:47 PER 7S DATED MARCH 27 j 1990 AS DOCUMENT- Jw : No.90189! 1 1897,01"*,:. pAGICCI. '7� 2N; mi 5 Is t� V=2, ngc q�Y� ly° I s 1 Pn, roz I I A,� UI' I EAST LINE OF FORMER �f I /FOX&ILLINOIS UNION, RAILWAY:COIIPANY I OUIH LINE 0r THE NORTH!EST N R. N'�� /QUARlER OF SECTION IT N" T18Y 263447' __ — t76157 2762!6, 1319.73 9 - . 11, Feil/A74 4 w4p®p. SOUTH LINE OF THE NORTHEAST R / QUARTER OF SECTION 21 4 L^ 1o: Q{ 11 1 1g R_II am t g X 131 V. j , v D2• _1 ---------- 31 95.0 i ' ' N R_ , NR 11 11 ____—__ 11 11 ,n _ _ PARCEL 1: THAT PART OF THE SOUTHEAST I/4 OF SECTION 16, TOWNSHIP J6 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS STATE ROUTE NO 47 WITH THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID SOUTHEAST 7/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHERLY,PERPENDICULAR TO THE LAST DESCRIBED COURSE. 381.0 FEET; THENCE WESTERLY,PARALLEL WITH SAID NORTH LINE. 565.27 FEET TO THE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT OF WAY THENCE NORTHERLY, WESTERLY AND NORTHERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE, 571.78 FEET TO THE POINT OF BEGINNING,IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS. PARCEL 21 THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,EXCEPT THE RIGHT-OF-WAY OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY AND ALSO EXCEPTING THE RIGHT OF WAY OF ILLINOIS STATE ROUTE NO. 47 PER DOCUMENT NUMBER 90-1890 IN KENDALL TOWNSHIP.KENDALL COUNTY,ILLINOIS AND ALSO EXCEPTING THEREFROM THAT PART OF THE SOUTHEAST 1/4 OF SECTION 16, TOWNSHIP .38 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 NUN THE WESTERLY EXTENSION OF THE NORTH LINE OF SAID SOUTHEAST 1/4; THENCE EASTERLY ALONG SAID NORTH LINE AND ITS EXTENSION 636.78 FEET FOR THE POINT OF BEGINNING; THENCE SOUTHERLY PERPENDICULAR TO THE LAST DESCRIBED COURSE, 381.0 FEET; THENCE WESTERLY PARALLEL WITH SAID NORTH LINE, 565.27 FEET TO THE EASTERLY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT-OF-WAY THENCE NORTHERLY, WESTERLY,AND NORTHERLY ALONG SAID EASTERLY LINE TO SAID NORTH LINE; THENCE EASTERLY ALONG SAID NORTH LINE,571.78 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS. PARCEL 3 THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, EXCEPT A STRIP 3 RODS NIDE OFF THE REST SIDE THEREOF, CONVEYED TO THE FOX AND ILLINOIS UNION RAILWAY COMPANY BY DEED DATED SEPTEMBER 1, 1911 AND RECORDED FEBRUARY 28, 1912 IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS IN BOOK 66 AT PACE 291 AND ALSO EXCEPTING THEREFROM THE RIGHT OF WAY OF ILLINOIS STATE ROUTE N0. 47 PER DOCUMENT NUMBER 90-1691,IN KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS. EXCEPT A 100 FOOT BY 80 FOOT LEASE SITE OVER THAT PART OF THE NORTHEAST QUARTER OF SECTION 21, TOWNSHIP J6 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS' COMMENCING AT THE NORTHEAST CORNER OF SAID SECTION 21; THENCE SOUTH 88 DEGREES 03 MINUTES 02 SECONDS WEST 35.24 FEET AS MEASURED ALONG THE NORTH LINE OF THE NORTHEAST QUARTER OF SAID SECTION 21; THENCE SOUTHERLY PERPENDICULAR TO THE LAST DESCRIBED COURSE 1.18 FEET TO THE NORTHEAST CORNER OF THE LEASE SIDE, SAID POINT BEING THE POINT OF BEGINNING; THENCE SOUTH 02 DEGREES 22 MINUTES 44 SECONDS EAST 8000 FEET; THENCE SOUTH 87 DECREES 37 MINUTES 36 SECONDS WEST 100.00 FEET; THENCE NORTH 02 DEGREES 22 MINUTES 44 SECONDS WEST 8000 FEET; THENCE NORTH 87 DEGREES 37 MINUTES 16 SECONDS EAST 10000 FEET TO THE POINT OF BEGINNING ALL IN KENDALL COUNTY ILLINOIS. PARCEL 41 THE NORTHWEST QUARTER OF SECTION 22 AND ALL THAT PART OF THE WEST HALF OF THE SOUTHWEST QUARTER OF SECTION 22 LYING NORTHERLY OF A DITCH RUNNING THROUGH SAID WEST HALF, WHICH DITCH BEGINS AT A POINT ON THE WEST LINE OF SAID SECTION 22,A DISTANCE OF 95.0 FEET SOUTH OF THE SOUTHWEST CORNER OF THE NORTHWEST QUARTER OF THE SOUTHWEST QUARTER AFORESAID. AND RUNS NORTHEASTERLY TO A POINT N ON THE EAST LINE OF SAID WEST HALF 7020 FEET NORTH OF THE SOUTHEAST CORNER OF SAID NORTHWEST QUARTER OF SAID SOUTHWEST QUARTER,ALL IN TOWNSHIP J6 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE TOWNSHIP OF KENDALL, COUNTY OF KENDALL AND STATE OF ILLINOIS EXCEPT THAT PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF SAID NORTHWEST QUARTER; THENCE SOUTH,ALONG THE WEST LINE OF SAID NORTHWEST QUARTER. 812.0 FEET THENCE EASTERLY, ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 00 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM, 682.0 FEET; THENCE NORTH, PARALLEL WITH SAID WEST LINE, 85.0 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH.PARALLEL WITH SAID WEST LINE 273.0 FEET; THENCE EAST,AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE. 604.78 FEET; THENCE NORTH PARALLEL N1TH SAID WEST LINE 219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE. MEASURED CLOCKWISE THEREFROM, 604.81 FEET TO THE POINT OF BEGINNING;ALL IN KENDALL TOWNSHIP, KENDALL COUNTY,ILLINOIS. 1 PARCEL 5:PART OF THE NORTHWEST QUARTER(HEREAFTER REFERRED TO AS PARCEL A)DESCRIBED AS FOLLOWS; COMMENGNG AT THE NOR INVEST LORNER OF SAID NOR/HWEST QUARTER; THENCE SOUTH.ALONG THE NEST LINE OF SAID 8.-.1...-B NORTHWEST QUARTER,872.0 FEET; THENCE EASTERLY,ALONG A LINE FORMING AN ANGLE OF 89 DEGREES DO MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE.MEASURED CLOCKWISE THEREFROM.682.0 FEET; THENCE NORTH,PARALLEL WITH SAID NEST LINE,850 FEET FOR THE POINT OF BEGINNING' THENCE SOUTH,PARALLEL WITH SAID WEST LINE 273.0 FEET; THENCE EAST,AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE,604.78 FEET THENCE NORTH PARALLEL IMTH SAID WEST LINE 219.16 FEET; THENCE WESTERLY ALONG A LINE FORMING AN ANGLE OF 89 DEGREES 35 MINUTES 00 SECONDS WITH THE LAST DESCRIBED COURSE,MEASURED CLOCKWISE THEREFROM.604.81 FEET TO THE POINT OF BEGINNING ALL IN KENDALL TOWNSHIP,KENDALL COUNTY,ILLINOIS. S NOTE SURVEYOR'S CERTIFICATE ALL AREAS SHOHIO HEREON ARE MORE OR LESS STATE OF ILLINOIS ) BEARINGS AND DISTANCES SHOWN HEREON ARE MEASURED. REFER ID APPROVED ANNEXATION DOCUMENTS FOR DETAILED DESCRIPTIONS )SS ACREAGES AND DIMENSIONS COUNTY OF KENDALL) PLAT OF ANNEXA TION I.Craig L. Duy,Illinois Professional Land Surveyor Number 3359,do NOTES: PART OF THE SOUTHEAST QUARTER OF SECTION 16,PART OF THE hereby certify thot the Plat of Eosement hereon drown was prepared NORTHEAST QUARTER OF SECTION 21, AND PART OF THE NEST HALFs oearIllinois State using previous survey information and mops,plots and other instruments • Basis bearings = IlliPlane Coordinate System, East Zone OF SECTION 22, TOWNSHIP 36 NORTH,RANGE 7 FAST OF THE THIRD of record for the uses and purposes herein set forth,of the hereon • This mop was created for use as a Plat of Annexation. This mop is not PRINCIPAL MERIDIAN,KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS described property. to be used forany construction or stoking purposes without consent from Doted at Yorkville,Kendall County Illinois,December 1,A.D. 2005. a proper agent of Smith Engineering Consultants, Inc. • This 15 NOT o Plot Of Survey. No assumptions or agreements as to ownership, use, or possession can be conveyed from this document. REVISIONS _ DWN BY: INT: DATE: PROJECT NO. • No underground improvements have been located unless shown and noted. I. NTD 12/2/05 050735.04-04 • No distance should be assumed by scaling. Illinois Professional Land Surveyor No.3359 2. DSN BY: INT: HORIZ SCALE: SHEET NO. • This map is void without original embossed or red colored seal and License expiration dote: 11/30/2006 signature affixed. J. - ---`SOC . 4. CHK BY: INT: VERT SCALE; 1 OF 1 5 CLD - PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees- 1.25%of the approved engineers estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit- up to 1 acre = $1,000; over 1 acre but not over 10 = $2,00 over 10 acres, but not over 40= $5,000 over 40 acres, but not over 100 = $10,000 over 100 acres= $20,000 c. Deposit for Outside Consultants - under 2 acres = $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation) proceed to the Committee of onehe Whole for discussion. The Economic Development Committee consists of three (plus alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition. a Public Hearing will be held at this time with notice given by publication. Any annexation agreement. PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowners associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents. bonds, and letters of credit are submitted to the City, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall Countv Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as be current lbe ore this project Administrative and Planning Consultant project can proceed to next scheduled committee meeting. Please sign and return (retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road. Yorkville, Illinois 60560. ZnZ-7 oCo ate Sigature o Petitioner Page 4 of 7 United City of Yorkville Preliminary/Tinal Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION l: WRITTEN DOCUMENTS 1. Aland use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan, including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan. prepared and certified by a registered Illinois surveyor. SECTION '_: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than I inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys, including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable,areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems, including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION l: WRITTEN DOCUMENTS 1. Aland use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION I. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided 1. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand comer: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings, in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems, indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines, including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas.school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 United City of Yorkville Memo 800 Game Farm Road EST. __ 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 09 w� p� Fax: 630-553-3436 K �2 <LE Date: April 19, 2006 To: Bart Olson From: Travis Miller,Community Development Director Subject: Heartland Crossing—Plan Council Comments General Comments The Wetland Delineation Report prepared by Smith Engineering December 14, 2005 has been sent to CDF, our wetland consultant for review. Comments will be forwarded as soon as they are received. Landscape Plan: 1. Landscape Ordinance requires shrub size a minimum size of 24"at installation. Three plants are specified on the Preliminary Plant List under this size. Revise the plant list accordingly. 2. Provide the required bufferyards between all non-residential and residential uses on the landscape plan per the Landscape Ordinance requirements. This includes proposed lots 813, 814, 815, 818, 819, 821; Preliminary PUD Plan: 1. Provide north-south connectivity through proposed lots 818 and 819 in the form of a service drive to allow connectivity between the commercial areas without forcing traffic onto Route 47. 2. Correct spelling of`Penman' Road; 3. Proposed future connection to the south, south of Lot 432 appears to conflict with the location of Lot 432—recommend reconfiguring/removing Lot 432; I PRELIMINARY P.U. D. PLAT SMITH ENGINEERING CONSULTANTS, INC. C1111,/9I917C1'09AL MMM AM RD9VRYORS HEARTLAND CROSSI NC � IIAL41g9 PRO►199SRIRLL DNICN 7W1 Ik-099IN COIF.FSC 0302,.-n---FV.d4, A PLANNED UNIT DEVELOPMENT YORKVILLE, ILLINOIS KENDALL TOWNSHIP, KENDALL COUNTY SECTIONS 16, 21 & 22 TOWNSHIP 36 NORTH, RANGE 7 EAST LOCATION MAP FRO,VT EXISTING ZONING - (KENDALL COUNTY, A-1) Areell PROPOSED ZONING - (CITY OF YORKVILLE, R-2 AND B-3 P.U.D.) PLAT PREPARED FOR: RICHARD MARKER ASSOCIATES, INC. 654 HEARTLAND DRIVE YORKVILLE, ILLINOIS 60560 OFFICE: (630) 553-3322 4. A"` FAx: (630) 553-5736 PROJECT CONTACT: 7 W IA- G 1 MR. GARY NEYER DDL-m (630) 553-3322 ALBERT .E COOPER, RONA LD A RIG7A;M .MARIAPP.E Ltd CAR" I I DI-ILW FAAALY FARMS LP Ltd PARTWWSHP £dN.D RANN.LIC PARTiV92514P F reF ! !w A O'.r16-1000'S CS-16-20o-003 OS-16 2CO-004 SPWE IN ASPHAL I �5-e 100'901 I7 a 9 KENDAL- KEN3ALL CCLWY A-1 AD KE3,OAL.1- C.'AJVTY A-1 'T'-TD'LL COL rY A-I - COLM'Y A-I ANEW !�, 7 w 5? _----_-•-- .-- I LAY10 Lf�3LWVY e ! ° 7 uro u1A ARSAa ro> ioaa eVA1N'GEJCAL ` °ebN°`1V ,a M ,w aaFOD+ rSlePc :. AN CLLRCH I 1 twt txt L M 16300-0 09 I 6+ 11 11 I ?_AAR gzk3 z.d!K r KENDALL UAf I I 1 ,Aet °�w 13 I WrWIK1R T$- CfY A-I SJ I I I�Atl llY w 16/E=?et 20 183 ,S 7 I ; IGrIAA1S 9R d 6OrOD A n®:1.F 1 n6c 4 4 i /AGr IFI A L �IT A 4F.QfORr MI-It 9 3i I I xw 2D � >6e 199 te2 p,M)'.Nwew wlsN-....w Iw alieBerv�I 1 sa zW Irt� zw zw ,�I�I -- TRUST NS'E.05791G R,aW f11 pt 363 SN n, 119 I s9 1 ,m-%-IOCFO lm a9 xr ra KENDMl. I tal Zee ale 1 z» 1iB p CCLNTY Aa 6m Zee xa xw zx 'n ]W 116 p ]0, r66 'p3 H1 16 I 9 � K1 x19 17x1 21 aM Ti 1 311 Ip � YY.i axJ(a+] 17o 131 1 V ,1, ,a 3p CONFER GROIP.LLD GA9 O CLYDE T ANR-A- LOTS F . I as 3TI ]re ,n_ t ], '. 05-16-300-005 05-5-4000CI 0516-300403 I Jae ],1 ' \ t t t/1 KENDALL COL.NTT A-I KENDALL CCLINTY AT KEPDALL III S,7 214 16 a'+2A s l DOINTY A- 661 1 � tq 4e6 462 a0 j i� p� 4 N IMI 1]e 916 A 1 ,M,a X01 \ to » 4» 661 690 I IEB E4- STEWA4T FARAAi, LLC I °'7 w N 8B N, T'A PD9m '114 11511/ <r 6% SII 05-32.200406 KENDALL COLNTT Ai D5.21'S E. i e13 N c.."e1 66.54 Id 4], ''0� `� � •16 PREPARED ON r0MART 77.20M KENDALL PREPA BY. CO.NTY Ai MuDL h�I I - I eu 4® CRAM L.wr 'S ; 7P K ]ex 1 I tm 71 5� 5N 4w Aim= OVAL LAND Aw x- y bee Mo.3359(ENE3 11/30 11%RLWOL^. %�hv r GRAPHIC SCALE JI Ya , xIu Iw 9 e a]° 761 7x R> 17,s x)A r5E'r> ns an ea 6'I � t 1wn- Do n. 1» ITxO e,e W1 612 , I , n, eia m sar n Tp ex I ew s,6 w Txa r14 61x e„ rn I L� - HATTNW..005 M A.TOIV BRE7YHA.E4, I - CEN7FRLMC LOAN P. KENDALL OOL.NTY At 116 T]6 T I REVOCA3LE 05-21-300-'005 I I 131 �-- TIVIIST BOUNDARY LML K�DM.L 9 05 22-400-001 _ AN Tu I KENDALL C({T WAY LINE CIXTY N A-I 143 i3e '..'. COL.MY Ai _ LO/LINE 14,3 r 14e jt 1 BUILDING SE)BAL1Y LMIE I � I EASEMENT LAZE I I I I I? �.. $6GLE-FSSMC Y 0'5-23 30LNIT 5'E784GYC AAO E.a.$Bl /T DET_T� 1�DALL COUNTT A-' I Au L07S SADALL k4vE too FOOT -- FRMT,, K30 FOOT l2AIR AND b FOOT WE LMJTY E 04A MAQ- EASBIBJT`- a7rE eENDMNIRK N 1 - �ffi LALE55 0"49?VO- N77Li7 TABLET SET IN CONCRETE AT THE NORTIEAGT OWdINAT OF INTEWETION AT ILLINOIS ROUTE 47 ANO I.rASEMENr ORFFNSIOVS ARE 71ALAr.U4LM OR2RIILif r A7 ANENT ROPD. 2/HERE O7Y SMAM SERER;SANITARY SENEFS OR IIN TER ELEVATION: 106.49' (m.29) A1ANS ARE R1RI ALONG SIDE LOr LOVES A ANNMNY M FOOT OW SITE 9ENCINAL6t R 2: (10 FEET EA04 9OC)U77UM AND DRAINAGE EASEMENT SHALL LIE PXOIWM ED NO RAILROAD S-INE IN PCNER POLE MINIM THE RIGHT-OF MY ON EAST SIDE OF ILLINOIS Rom 47, r10'D,3U,C ONE-HALF NILE rl-SOl1TN OF MEW NOAD. /II ELEVATION: 692.78' (MGVD 29) 10 a&ur LOCAL SENCMtARK: "MILLE,1,5 MILES SE OF,ALONG MORAY IN,910 FEET EAST OF HL~Y 71 Ara 129 B'D.dU.F.-� - -,r-(' - .OWAM INTERSECTION,36 FEET MORN OF-MNNAL TO CENTER OF HIGNI'MY IN,It FEET MEAT OF TELEMas T 1.-- PI I IN CAICRETE P08T STNIWRO IASLET STNAPED'IT 14 IT I-', I S At:Pf Ads AMLM PAAO]: ELEVATION: 727.65 (MIND 29) --A" K Y 12 0 SWS O3 r 14 O'SECRW'All 01MS.lL1.IDV O 1941/GE N l GST OF ME 7]61P0 MSAro ACa1E NOTE: DATUM CONVERSION. (ENGINEERING PLANS OES[ON WED ON NOVA 48 DATUM) 20'AIN sw I OR/0.i Oc MG 4)WM AMC nSr!%Y FXR11901 2 ZNE MplM-�S H i 1,'NEM'E EA510CY A(ONO SANI ELEV. INAVO SS) ELEV. (MOVE a)�0.29' g79Aq' L07 NCTM. M]PM UL ro 173[YRN9OV I3r7s/E£r FDT TRG PdNT a NCA SIX/R4.R.Y,RJiP.1,Na e IO ME (ASf OESLtYBED 3N.O fEiR 9.OVCE WS y.PMAfAa WM 5111)fEF/1p 1Nf I I LANE(TOTAL) I WRL7dNER I CASIEAY t1VE��AND AlAGLVg IA,dI RAY W C4APANY-1 D,1111 Y:INEIKY NGPILNIILY NESI£AY ANA IS GREA AWA, .,, FAa SR%Y Ltd ID SAO NOPM LNE'RDAZ[ASIDLY N.LNG SAN)ACRM LANE 91I.J9 PE£r --- III 70'0.9'U•E-'�I -1 S'AIDE. ro/K PbY7 OF 6E'GNPARG N rfA0AI1L 10111511P.IYEIaA(L COLWD:ALN05 �-_-11 -JI�W O.auz I3P ALRE ROSa ANFRT PARQ1 I.AANOTADON ABBREl1ADON5- J ME AWINEATT I/<O*YC11GV IR rOWI9M^.M MNM.RANu'E)UST d�)NE BARD A INE ME/B6�NL(AEEpT -- IHE RCMI-6-NIY d'PT 1 ND•U 122 yLwY NY_IINP f}T2pRN0 ML IA,m,At MIY ry 8SL=BUILDINC StTBACK LINE J0' 1 ALMfP!SrA1E ADU]E AVl 4r PER DOCAWMr MGNDE!D-raW N kfApAiL iOIN64P,AEApALL GpAYTK 11A,Y/t AMD AL30 EXQPI, 1PKA8FRW I.I PMT 0'7NE SWMGST 1//4 OF gC0p,1 rrAA 1ORNyAY'.ID A'O,M RM4i]AN3 ROB=POINT OF BEC/NN{NC g78ALlf Of 112 7]M40 PRACIPK A!lrIX4N LESOA®AS mcom OO11�E11hIG AT lid N11msrc m tr TL!CER/EN 112 OF {OC POINT OF CQIM£NCEMENT LME p ILLNOS SEIM AYA/IE N0 47 WIN 91E NESRRLY"A"A" M 0r"`Av(iN DAVE OF 5Ap SOUOMAST I/�4(/IAA¢ P,U.R D.E.':PUdD UTILITY tr DRAINAGE EASEMENT »2 $7)1�T AlR1MY ALPd iW NL17RV INIE AND I15 ENIE1190V 1%70 IEEi FOf A21NRrT LF ATONVNG I1dALY 5'OIRII09.Y, SW.M.-STORM WATER MANAOEMEN7' PRMUTY PEJ91LTpLVtM N CI LAST 0fYf 7 CgAP.$"W ILTETl NA1Wi NETRRLY PMAIIEL MM SAID NORM INC LAVE OF"IJ sc I F lBi1T PLEI ro 71R EASTERLY UNE OF IHf Far AN0 etr1G6{•WILN R�LRN r CIRMMI MONr-0`-IW r i710RS -- NLRI]1.'7PLY II>51CW Y Aro Ag11NEALY MWe SVO EASIRO.r L1K lO]AC MNM LMe]i1FMOE EA]�EW.Y AIOre SAV 7. THIS PROPERTY/5 PT7QOOSFO/U BE NIT{NN 7NC CORPORATE IE LlMl75 Qr 7Hf CITY OF 1lM7KNLLE. A+OPM LtN 111.)b F'EEr ro R PONE 6/Y N IRNYLL 10Wry1P A2)IOAIf ]Y,RLLSiR:S. - _ I!)ROPEWAST r AAOxI PAZR1: 3.J/('IRON PIPES SET•ALL EXTERIOR CORNF]tS UNLESS 07NERWSE NOTED. 314' „ 71A NIVDIlEA9T O,NMiER CE SEL]IOF T IO1N94P!0 NWM,RAMS 7 EA9r d�Rd READ PRRKmA!YCRtl1YAN, ARM PIPES WLL(SEE SET AT ALL INTERIOR CORNERS WTHIN 11 MONO{S OF RECORDA DON. A Ar mtaL X R['PIE�J�(rIzE95i� M 1.r IN nt 4.DIMENSIONS ALONG LVRVES AR£ARC D/STANCES UNLESS 07HERN NOTED. AflMDALL tDU- NLIMS W 9[10N AR Ar PAGE m 5 NO DIMENSIONS SHALL BE ASSUMED BY SCALING. E71611 A rw Pcor er m Pu7r sE sd oxR MAr PART ff Rd AcNDCA,r LvARmv cr.scRaN n.roWlfxP PRELIMNARY P.UD. PLAT 3e AbN711tt RA.A•Li)EAST tE nK�1°im7 PR6NYAL 4IONWN DESCr19EO As ro4ws taMWrvIM, A r 7NE 6.ALL BEARINGS AND OISTANCES ARE BASED ON A LOCAL COORDINATE S7STEM.. ���r�a� ��1�a AAMRd'D CTID[R 0 SAID lECIIDN Pr:DANCE SWM✓M OECAE£I D]4AMURS O>SCOXO!RES,ST d6N CET m HEA ,LA V CROSSING PEMP AxO MO1G nd NORM U2 tr nE N(RREAST OIAANRN 4 SAa.SEDNW try;r2RN2 Sp{RA»,Y 7 9EILAND STUDY TO B£REV1E11ED BY CITY PRIOR TO PNAL E7NINEFRMO PDTPlTtl/0AM ro M NSI DESd1i9ED CdA751'IJ W.TO nd MORINEAS1 L1GRNm a RAE-ff�9OREE.71a�N0 PORT YORKVLLE, ILLINOIS $7D 92 Pa NT p`� i00.� EAST ME4LCIOS 1ES3M 8 OPEN SPACE TO BE OWED AND MAINTAINED BY NC7MEDINVERS ASSOGATION. 9)AE0ME3 Jl MNrts J9 M n1,wdSA7 Ls�E1s 37 IIIIUI£5 r6 gcnRU ENl1 rODOO rFET 1D Mr IY i OF'=r AL 9.TMAL PUT WLL ADHERE TO M/NAIUM ZONhW REWIRENENTS PER THE UA117FD CITY OF YDNKWUE 10.LOTS B70 tr 877(PARK SITE)TO BE CON EYED TO THE UNHEO pTY OF YORKMLLE. e)AOd LAZE[PANYft: 11.LOTS 794-809,811 tr 874 70 RE CCW5f 7EO TD 7NE MLYK OIMlERS ASSOCIA7ION5 IRN8019 D1M1 BY: INT: DATE PRQECT N0. A]]>MWSr OlARR11 Lr Stt1IW u Ara Au nur PMT K ME'rLSr MME o<1N£50UrNNLSf OUMR-R 6 12.BLANKETED ACCESS EASEMENT HEREBY CAVLfTED TO THE UNITED 079 LF YL,ZRN(LE O1£R r. MC;S' 021"7108 050713 3ECrILPI Yl LING ND7INERY CY A 0RR R7rMMLG DYaLAGA SAID WST MALI;W4EN OlW EROA'S AT A PONT ON 77d AESr uu a'SAD wms A OaTAACE b r5.o VYET SO,,M Rd 6wnrlESr LYA9xE1r a Rd A'04Rr1EST LOTS 79a-809,811 t B24.SEE COEiNAN7S RIND RESIIPN:MANS EM LANGUAGE AND DESPRP7KWS i DSII 6Y: INT: NORIZ SCALE: 511EET NO. OWRIDt CY r12 9Y/MWSI IFJP ArpfESAq Aro RIMS N0P1A[ASRALY ro A PLNr cN 1AE EAtr LAE w sAO fa INTERNAL AN7/T-DF-WAY 7D.BE DE"TED 70 IFAE UW7Fd CITY Or M]RKM/£ 3 MIA 1'=4DO' ALI -P'no rIFT AKRM OF 11K SOURdASi C61E1EP 4r SAa{aRMYETr p4MRP 0•aA,O 51A/MIIElr DWR1ElE 4 L19( MT. Y ET/DALE i ALL N TDNIIYi.b,5VI7N RAI46'C 7 AIM 1M n1.O PAr1YlPM A20aA1L N THE IO1v9rV DE ArSAA4/L CYAMrY -.-___.._.__ tK NEMNI AND SIAIE Q NIANPS A CLD 11A I I SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U .D. PLAT CIrD 6TADIC/�6 rND I1 A.r.9111 HEARTLAND G R O S S I N G aor me su.mwco A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 —— —— ——— AMENT ROAD rl o ti __ J 077'58675 09 W ���85.84' — 414.51'SAA71.40 W 77563'S687673'W' I ` SOUM.,AST QUARTER a E OF n?E A$.L" NORTH UN � a scc 141..T6-7 z� � a 4m n` I I o I I I 1 I I I of 9.50'S88'3O'S5'W I I I t I 1 v I I 4 RtWif-Or-WAY I I '* LOT 820 1 1.142,176 S.F. I (COAAEROAL) I I I Z' I I I I r p I I I I I I I 1 I I I I I I 0' ell wsr LWL OF 7W SUU7NEAST WAR7ER `�'° �.i.•._ �`. .`," .:Mlr, `F.,.:..n, I I I OF SEC?6-36-7 .. 1 I I e ►+ r +O W1 11 $i GRAPHIC SCALE I I 848.45_--- - - - 648.4.5"NBB:IC'S5'E A 0 Fit I 4 —__-- — ` 6M1 as.oD' 7b.36• 6 PRELIMNARY P,UD. PLAT ---- 60.00' 95.00' 4 �� - I-�ARTLA�D �SW- __ _ I 8 YORKVLLE, LLNOIS o LOT 317 LOT819 � 3sr o.l to sr. I� rn, 3s�.a 8 J78,466 S.F. b11.1 I I t n} RLMlAgO DWN 9Y: INT. DATE PROJECT ND. 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WA7ER S70RACE AND LIT 1 1 a 'I,957 Sr.b - L= fr 7REA.rwNf HELL) (OFFICF11ANTED NE TAIL) m IJ,211,S.F,b N ie jB.7Y, 60.54' 45, [=78 ,4 1 JJ i,L- - LOTS 5J `qF 11.6f7 S.F.978 A6.� ' ' " 3':76.9 749 -N7710 J 9 4 ' \ \8 J �>ry Ste• 109.72'MB877'41'£ C97�_ 6J.76' 21.41' 78.7-7' LOT �- _ _ a L^T?9.1� 10,155 5-F i.. 4 `54.8 1 47.71 ho ,85.00' 1.n77.55'- 23,48 LOT 191 +�' LOT 190 \ . '70.678 SF m o IO,JJ2...F. 050 { . ?00..P OF • LOT1 0.n -r0,3Br SF rye LOT 188LOT 198 '' LOT 195 N Q LOT 194 0 b' s 'Q580 S.F. = 2741' 92.94' 7077247 S.F - LOT 11 sF. 8 fo,zw sF 8 4e.9T_b , 84'45'42•E II6 J5'NB870'15'E -S .'ss9� � f \ �• 11.27.7 S.F. 9aJ�.N77'31 ss. 4•. 1�M1 Q'• � E' E > \ iQ3.4r'�_ 85.00' SS Do' 4'J6'50"E N78'00'OJ s>d S LOT 1\ y �� iM19•S�� 272.47 N8877'4I J" 10.070 SF �° 1'°0• 48778'N6817'4J'E 5407' 1M10-'l� 1s 104.77' 8500' 85.00' d500' 8500' {4305'SB7S7'S2 !0944• �'' $ 't \\° ' I 5767?JT E, LOT 794 S'Oj LOT 188 mot' 9J9,291 SF. ratw SF \ I In i'3' LOT 199 ti o LOT Z00 Y # LOT 203 $h sdO�r_ (OPEN CONVEYED �'_+ (p \ n o L�2T2�1"y.��' LOT 202 ° a ,g,' t0 BF coN1•rxo .F. 1q0 LOT 198 „. ;0, E$ 10,x0 s.r.elm Ja66o sF��l n LOT 204 ,W ov TO 771E ROA.) I IN ILOx Sf b 10,700 SF, b 12,454 S.F. -=g b oh 10,910 SF $' `� 5 �66' R. p .7 4b�- LOT 185 2� 'o, 2� 17.032 SP. 071 p I�-�- 80.01' 8500' -85.00' - O�� 940 S.F h `C $ r•+a. , lu Gv`0g• Z : .571.15'N�BTT4f$ - �p 2 - 72'18•W7 v.- y - - 725.24'-"- s. LOT 208 sNO ` u Z 4 T J86.IXJ' L- \ 0,94G S.F. �� 4. 7' XL M' kg O1 #) th I �\ 0�91" SD5:34'4ti E LOT 184 a c� 95.08' 1Z�\ 10.341 S.F. I 4 m vl m _ --- --_-._ -_---. r N m I I u LOT 207 IM00' m LOT 296 LOT 295 LOT 253 v u 10,940 Sr. 58876'06"W 1 t _ `0 '2,478 SF 4 1$454 S.F r2,522 SF LOT 252 12098 SF ! \� m c CP"t 1 \ 1p0• E u LOT 183 I Ig s I I taaar I I I I 1M10 14 \ - n507 g 10,200 sF $I I 0. _ N8B28'06 E SBB7d'06 104.53' `;•$ I I Z 17'42'E- LOT 251 Y� LOT 208 �:°.. i?0.00' �, 1 m LOT 294 Ix.DD' _ Qr7_ i;ror sF. \ 1� lo.vo SF SBe7d'OB'W LOT 297 -"� a I {� I $ 70,209 S.F. $1 1 r Nee78'L6.r I$ 1Q 200 5'.F $ 120 DO' - �4 a LOT 182 270.00' 110.00' u• �°n LOT 254 w.A 5 j 34'Oi,•w 'It n N NA4DJ'J5'E ti JO,zDO sF I $I I g TT SM'28'06`W �8 D.2oo s.r. $ „,i p4 4 I L- �� B�'C as - I I 1� '� LOT 298 � �' LOT 293 u l I 1 13D.00 LOT 250 a o 10,0+75�SBT $ $ Sa92e'aB'W I �IiI 10,937 S.F. o I I Ig 10,207 S.F. $ g 78700 SF. �1 I Ib M98?d'O6'E - I 1" u}°. LOT 191 g 12aoo' I 1 12a 00' g 10,209 720.00' LOT 255 a578'06Y I SB878'06`W Im NBB7B'O6Y 58828'06"W I (R 10,100 S.F. $ 0.N 117800' I ul /70.00 $ 007210 .7J $ LOT 282 _ 007248 I p 10,100 SF $ 1 LOT 299 I 17�y��, $ ]0,100 S.F. $.I 1° 1 1$ $ 10,100 SF.' $ N9B7B'06'L I iQ200 S.F. $ I� i I 1 Ir LOT 180 m 1 $ I __ 120.00' Z Iti LOT 258 120.00' I ip. $ 10.x7 SF j I _- 110.00' Ig SdB7B'06"W NBB7e'OB'E ql I �N8a78'06'E 58878'0B'W $ 70200 SF $ 7x.DD' 1 120.00' LOT 248 1 LIT 211 �" SdC7d•ae• -_ 6' R.D W I� 007300 N '8 1o�T�sF 8 11 NBe7e'06'E '8 10200 sF gl 18 r0,1oD sF 8 1 $ 10100 S.F. of I JJ, 11°, LOT 179 m III LOT 257 o Jx=�• +1I , 24100 S.F.11800• 120.00' �o sBB7B'078YM£ $ •I 4• I 1 N8878'08'E I SA876'O6'W -1 I$ 1 20.700 SF °0 4 I II-- I o $ Ia0.0o' 1 I LOT 290 66' R.O.W 720.00•_ LOT 247 I I$ 100200 sr. $ 58878 D6'W taD.00' _- 1 LOT 301 $ 10,200 SF.I $ N8878'06'E '0 10.200 S7. $ p I$ 111 x0 S.F. I 120.00' o I I 58e 7d'Od'W S6B78be'W IU LOT 259 a 120.0.x'---L� I� �- Jza 00' u � $ S8B7H'06'W I N�7B 06'E M U 1 I NBE7d'OB'E I 18 10,200 sF. - oI g I I m u $ o200 S.r I y°•, o N I I J �T I 1� LOT 213 1°g 1 B e LOT 289 �" 720 0n' $. LOT 218 p c'_x LIT 302 o 10,2oo sr.. 8I N93Y8'06`E 0.200 sF 8 10.200 SF 8 2000' I IQJ51 SF til I� 5887B'OBS1Y, I `__ (-/ p l9y r _ I2a0_D' r u n 120.00' (70.00' , I to LOT 259 c "I 58878'06'W ---- .--...� Sda7d'Od'WI p 10,200 Sr. p I I I N8B78'06'f A 588<6'4I-E ! 1 1? u LOT 288 >nl _110.x a LOT 245 0l I 1$ 10,0100 S.F. $ 10.200 S.F.Nea'?e'06'£ � lu / I 1 iM 00' J_ 11 I LOT 260 !" 1x.00' T 7�00' $ S887A'06'W a 10.200 SF $ 5882806 W NM178'06'E s A s785i Y7g � � m I 'I ai I m m LOT 784 r LOT 287 N _ 1x.00' o LOT 244 a I I$ 0,120 55. $ LOT 304 �4; r 11,004 SF. �i6A78'06Y 10x0 SF. p 10762 SF h 929,791 S.F. ;A„ e - 4 ' CO°EN SPACE 1:; a^� ,W I 170-_00' .T Ni a 130.00' TO 8E C(M4l•£70 7 1 p y LOT 0.61 s r rNB878'06"F TO 7NE H.O.A.)• O.BZA*s r. sae7A'06'w I I I / / r •4tr;' y b^•ryry zzJ,T•w J o 1$ GRAPHIC SCALE F /?9/L,•Qc Ig �' LOT 243 / y`0 sie O.Op• ° 10,200 Sr I gl I $ __ '>M1 11.750 SF 4 h 7811 E- I I T 305 s/ � -ry7, 10,781 S.F. 'p ,Ld° R,' (./ 110.00' I _ LOT 262 58B78YM'M'', 1 iron-eP n 4rA $ \o}•ry 9,176 Job. / /� 10,648 SF o.•° a I Y LOT 285 0.h ,? a LIT 242 a PRH MINNARY P U.D. PLAT ti �1o,s21 S.F. tiyw / h �sD 2 ^2 n,411 sF n {EARTL.AND CROSSNG ¢T" v�-4>- A /� N T��, 4- YORKVILLE, ILLINOIS LOT 284�� / �'S ro,e4e 1 C 1 30500 S� hn10i 7'753/iv I ID,700 SF. / 0 OPEN SPACES 0' w I�QQq DNM 9Y: MIT: DATE CT N0. y�;ap // 70 6E G1014YL 1rD jM16 LOT 241 / 1 1. ASS 03 7 _ 050735 -cb- (� `�.-• TO 7NF H.O.A.) h _ 11.280 S.F. r4 VA/ 2 I D91 B1`. NT: N0102 SCALE SHEET NO.... .1 _ N A 1-60' LOT 284 ^ •4, ice / / 4 f71K el': IN7: 1EWr SCAL£: FOR CONTINUATION SEE SHEET 88 i CID H A SMITH ENGINEERING MUF CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT COIL/61H1 CTRR�i.�„ .,�n".�,°°° HEARTLAND CROSSING "I-O mcw im��_ iS`<,. IIIINOie►RptA110N1G 61OIGM 1601/1M-006106 LPM',fll..MO)At R.MI T.y ' A PLANNED UNIT DEVELOPMENT ac•x`sn v<u PROPOSED ZONING - R-2 P.U.D. AND 8-3 NO—H CIE OF THE SOUTHEAST QUARTER Or.SEC 16-36-7 0 „u• ANIENT ROAD O 1• ti I '1. 822 I00. aBy 1. (PD nA:breTED arr .. _ �. OF Y6RXN4 'GT:DR V WATLR IRE a l LOT 0 of n ,,e; .d`• 1.617 SF u �EM1 LOT 9 'F tl�� AMA C1 I0.256 Sr i � `� E5h I ..._. .,,,; 3yE• _. 1.444 I > \ LOT 10 p 70,200 SF. I EAST EIE OF Tw SOUTHEAST QUARTER of sec/6 36-7 m LOT 11 105.85'NBBne'06 1 '\ !1,273 S.F 65.89' 40.00'/ `rte -s y5�S m LOT 12 I 15.886 Sr , �s \ � I \( 0 \\ � 0 p019� ,. LOT 13 u I �1 m rzsc3 sr. I 1 1U_ 1 1 122_,80 N8207'09`E • LOT/4 I , 7 1 10,652 SF a 721.00'WE I 1 , 61CA;r;;i'SG:°., ?72711NlIIWIaM1C,>^ � 1 4 LOT 15 S.F. 2 1111.200 4 1 720.00; 1" I �, lazes sF 8 I -A I 1 I v 1x00' LOT 17 yl $ lO�F. $ 1 i2aoo- TS I N88F 6 E 33' u LOT 18 al ' 7sl Ig i 10,200 SF ml 1 gl I 12000' NsanB'o62 R.0.N( I 1 lu LOT 19 gj I$ 10.200 S1. $ FOR CONTINUATION SEE SHEET#3 120.00' NBB'28'08'E LOT 212 w __126x0'- , LOT 798 (OPEN SPACE .S%n8'06�W a In i0 8f CONVEt£D I I 1$ 10,200 Sr $0, of 51,132 Sr - 120.00 ,1'! 7o TIC H.0A) r 58829'Od`W, 110.00' _ I� 120.00' a N �m ee?e'a6t o I I a zi fo,O2�Se $1 I ^ LOT 20 I S p I I� LOT 213 �'wI I I$ 10.200 Sr. y u $ 10,207 S.F. 8 12600• 1 5687A'06'W 11 !2a00; 7p . 4I N88ne'Oe'f of iN6ene'G6'E LOT 177 m1 Im , O 1 10.200 SF 8, I I" LOT 21 I �^ LOT 02GG Sr $214 I$ 10,200 SF $ y SEe7 120.00 8'06'W ib I 7 _ 120.00' LOT NeB?B'06`E 76 o 166' R.0.8I.. N8828.061E $ ml I 10 `�, W IN $ 1x,200 SF $ , LOT 22 s LOT 215 18 fa2oo $m IS 10,700 S $ _ I !20.005F ' 588?8� _ �n 1 ' i /20.00'F. W'q• I I NBB78b6`F 1 NBB?B'CB'e }'e LOT 14 I \ I � 1 S 10.200 la rLO�TT 6 0 °o ( � GRAPHIC SCAL,F. s la - 120.x0' 1 120.00' _._. X11 u � LOT 174 10,200 SF, gl _ �99i•N88?B'O6`E _ - Imh= :t. LOT 217 8 Jb 10.585 5.F. N Y� }20.00' 15.00' LOT 796 PRELIMIVARY P UD. PLAT vs-0.o' I-EARTL AW CROSSING 1 E- I2q 00• _ 939,29'1 S^. U 1v / A ser.a34f (OPEN SPACE LOT 173 I O, TORICVLLE. LLNOIS h iTT BE H,0.A£D I r- $ 1x10°Sr SF. � V �y � 70 THE HO.A.) � LOT 24 LOT 218 , m r2,2r,6 Sr. /10.848 S.F. (°�'! c'Q A� 58B?B'06'W I I 8ENlON6_ ONN BY: WT: DAIS PROZCT NO. FOR CONTINUATION SEE 3hIEET N6 FOR CONTINUATION SEE SHEET V 1, sG5 02 7 050735 _ E DSN or WT.. HORIZ SCALE SHEET NO. } NIA 1'=60' • CN1t 9Y: INT.- %"T SCALE 4 s CLD NIA AL- i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT HEARTLAND GROSSING rt>omle rla7sas10w.DoICN rnew' iw-0401w LYJVP.AF:11TOlJ3-Fti-IH.Ury A PLANNED UNIT DEVELOPMENT P9T r.srA +Ra FOR CONTINUATION SEE SHEET 1C1 '�' FOR CON7(NUATION 9EE SHEET p1 PROPOSED ZONING — R-2 P.U.D. AND B-3 I ' LOT 620 / I Z or a \.o/ A e 9 i LOT 308 X889 10.7A1 S.F. 8+a 45'Nae3a's5'E x �.$. 15 .4 LOT 307 _ -7 _T" ,' a `f 6..799 / :a tg782 S.F. 388.09- 00' 95.00' -a. LOT I $ .. 10.782 u — LOT 311 `' 309 LOT P� 12.288 Se 2 SF I 54 12aoo' n 75' LOT N8830'S5Y 88. se 10.2 58828'JO'W �� �Jo LOT 344 LOT 312 I0,020 SF, oI I� 10,020 S.F. � y. 1 ' I 100200 SF/ I 120.00' !20.00' S8830'55•W I0. N8830'S5 E I +I� LOT 343 "I to Ise., LOT 313 LOT 280 I g�� !0.020 S.F. �' 11QC20 SF. IG,T00 S.F. I g ti 110.00 o LOT 279 ses3o ss'w �I ml lu tl» y 8 s 10.200 Sr LOT 314 / LOT 342 7"I M 10,010 S.F. K' 10.020 S.F. 120.00 I _ 12a0o' �- LOT 278 t ,.. Nes 70 SSE I I S88'JO'SS'w I I I 17,069 SF. �m I Im m s, w I s, I LOT 315 LOT 341 inl I !0,020 SF F. ? / S. o ♦ � W 1�9 121100' N88 � M 3035 F N LOT 277 ?/ / _.I.0. 11,080 SF. g I LoT 340 I o w N 1 007 31 _p.au• I l 10,020 S r. 10,020 16F. o y LOT 819 nl,� °� I I Ne11:71:lZlY V 37A•188 SF. N o 12000, (OFFIOE/LIMI/ED RETAIL; !1000' I I I NA8'JO'SSY LOT 278 N $88'30'53"w 'I I+ �o y v 11,Os0 Sr II u v LOOT 339 ti� ILOT 1 F. f g 110 n 1 2000'w u 1-p.00ye" P P \ \\`• I COM ED 5825I'118" I 1 _ N78`'Y u\ $ _I - -A al 11 `G. z /L0 X275 LxOT sr.3S. ° ,LOOT \ 6s3 sr � �� azz � r� Z 11p�'P �c 0.00. \ \� Ocpf- s.$.`6. �y'1 `FO•\ 589•'18 �.\ \\ 1`gfi' LOT 274 11,080 SF. VJ LOT 319 LOT 337 $ 10,1138 sF `Iy,4 '+G�' rQ} I z.+g 10.663 S.F. \ \ �d;E ��.�•. e�4.. �'� 1 f.♦saJ w LOT 273 ,e N LOT 320 tr.aero sF. 8.n o LOT 10.1112 SF : ITS bas s.F LOT 338 °, ♦ ,poo'ti �'' .+ •y'/. �w �y Z .u. NEST UNE Cr RIC SOUTHEAST QUARTER (OPEN SPACE 10,651 S.F. `r 1`N•}ti d 'R: /'2J•� p FZZ- 0.F SEC 16-.78-] TO 6L CWIFTED 1 �j i. t1� '�• �} N O TG THE H.D.A.J '6°y 1�.b� 'ti•\\ LOT 321 U 10,895 S.F. C- 4 Sk LOT 335 ! O 4- i 4 °J 1,L0�� \ N64y90 SOUTH L/NE OF 7NC SOUIHCAST OUARTFR OF SEC 18--38-7 : S LOT 334 ° \ '- LOT 322 `�'1y 71.883 SF •N \ ,lam Sr eS LOT 794 939,291 SF. L=0.61 R-0.5.00 rya�9 J0.-�- 0OD IU (OPEN SPACE I - 30920' ___-- L=77.70' ,,Q 17 .5g'W 1 _120.00' _ ItJ tlE CONKKD -_ - LOT 330 "�. 568'47 r I n NBJt75'11•E TO THE N O A.) a_ lar�♦ 11.617 Sr `nie,J � 4- _ 309.82' 12 N8A'.70'S5'E� 0.� ° `\--- - �-- -__ �2 a'' ,v2♦.� -','TIT I: LOT 331 '♦ U F �J09.20' _=i= n� 10,020 SF ezT I 1 LOT 323 �\q\ o�f LOT 333 / ?R No4w uNE a,THE __L-2.62 s/a �„�- \ try}he !1,877 SF / R-25-00 ° �\s LOT 332 OF WC 1 QUARTER cr sec z1-16-7 I \'� , 14,119 S.F. o'$ .5y /h s�9��• LOT 324 h 10,359 SF A. ---NEST LIKE OF THE NORTHEAST QUARTER OF SFC 21-Je-7 LOT 325 I I 9� LsTa:a 1 11, .5 Sr LOT 329 F. Dr `r/ I L=74.49 1 �A�,- 10,995 S 1� ; �F� 'P$• }h}1p�' ° LOT GRAPHIC SCALE LOT 818 e m 7 •0.A LOT 326 `3r v 70.957 S.F. a6T 176,834 S.F. 'r`ts�'� yry7 10 957 S.F. g LOT 327 0$ 10MCE/LONIED RETAIL) `�; � !� 10,957 SF �t-�---- ri m 1135 t8� (lN ner) _ �6 N85.29'21 PRELIMNARY P1J.D, PLAT F-A2TL AND CROSSING YOU"LIE. LLNOIS RLM1076 DWI 8T` INT: DATE PROtECT NO. 1. JOS 02127105 0507J5 L=O.77 R=2500 t b91 81". TNT; HOW SCALE: SHEET NO. --—T- 1111.98' ��`` t N/A T SCALE' FOR CONTINUATION SFE SHEET A8 T • CNN BY: IN7: VER7 SANE: 5 S CID N A SMITH L/97Rt T0a ING CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT � � �� � rum, HEARTLAND GROSSING OLINOB PlDTt9l40BAL DIDtGe /164-D 1. COW IM E..0.50)15 A.--f.dn no,rx s,NnSA!) A PLANNED UNIT DEVELOPMENT MFW WG JS as PROPOSED ZONING - R-2 P.U.D. AND B-3 A• FOR CONTINUATION SEE SHEET IN 4_ _ t2a_oo' 1 ,1, b •�ssb7 4• FOR D 58878 fAS'W I •!- .��j, /1e � 2' �17IyLq ,10.00• LOT 263 LOT 795 y �' Nye°p• 'EEE7 L ""�Y-� �5�^ LOT 173 LOT 264 4+ 10.818 S.F. h 143,50'SF: 70,200 S.F.I of 7Q20G SF �'7 01 (OPEN SPACE b' �, M1A "Q °p TO HE COMICYEO M1b /,LOT 216 1� 1 y �o / ,I, oe ,;L•4'' �M1 ro THE H.O.A.) 2 LOT 241 / 7 /10848 SF o ry 1fD.a7' 12,150 SF./ 0 L5� LOT 283 / / / t"D9 Sr LOT 172 m 10.200 SF. 79�bp '1•,fn o 9$ y 7`O'2- g 10,200 SF gI eey� 'Lr.'4 / �b. a0 0' .47. h ♦ I h � J �L- e� - s„� pb 2 .C1, 7 `•, LOT 219 1p.00'�. LOT 265 e7. LOT 240 ♦� / r0.e18 Sr F smzebd w 6 LOT 282 / / 70,200 S.F. 10,200 S.F. IQ200 Sr. f, 11. ♦O �b 1y LOT 171 i h� ., ey : 4/11 10.200 SF j gl LOT 281 / ham/ LOT 266 `� LOT 239 s / / 010 LOT 220 I 10.2 SF �� 1,0,200 S.F. 10.200 S.F. a I0.89I SF. 120.00' see�droe LOT 267 `� LOT 238 ` / �•$''T' ?� �1'e° LOT 170 10,200 St. 10,200 S.F. T ,C1," •��•' 10.695 SF.I gl LO 221 � 10,200 SF. _ Ul 14' Sby. 05. w 5erte dd"w LOT 286 `� �'+� �j LOT 237 '" / ae ;�- aoe 57- sa z 14100 S.F. 10,200 S.F. � �. �I LOT 222 O1 d c- / / N! yb b. 6:r / / 10,200 S.F. 1(0'.SB $ LOT 169 SI t'' s op B ,.5. hpa s 47 z r LOT 166 d m IZ92 S.F.I e`' / LOT 259 k LOT 236 y /. // �:$• cP �,:o ?O,Jfd SF. y J A r0,200 sf. 10,100 5F �•/ �. LOT 167 j 1 /d 10.848 S.F. i'� uL•49.81' 40.60' Gy ee. �'k0.°G. p0 ee. isJ:r o, h ,t'b7ry .r i�10,200 SF 99 'L9 '6 L�7d,15 �- ��5. � 98.6 LOT 270 `� LOT 235 V� LOT 166 og 7 / 1ti ' 1 % 17� fD200 SF. 10,200 S.F ���,7 1 / > 07 +�` 18 ♦ V 1 LOT 224 `� 10,659 sF. /� /7 loaoo SF to •�y.,`b �•�'// / L-2.09 4a6J' /5�sy,vq. �' •�5 be / a9 w1 .m LOT '71 W 10.LOT 200 Sr. / / / LOT 165 " M1+� /L•1 q9 r J( 7.2446 SF. •`�pp � y LOT 225 $� 10,200 S.F. / a.a LOT �•' !jV �' �rQCD_ �j 10,100 Sr. F '1'�`IJ / z-- 12.75)SF I LOT 131 A Iul I I 12x00' g1 6 LOT 233 y / /�/ �.4,. op�cP E � e7' / M10 s �o rz,17J sF �t O -� ti 10,200 SF ,r. ee 6 �' LOT 154 'b p N�-2j 54"E r'' �4M1M1 , he 10,700 Sr `�.�. 2 LOT 226 7 /bb ,8 it 94.28' .i Tr.`b '+1. 1,i 3 S8678- w 10.700 SF e+� y / 0•' 5 1 LOT 272 I .L g7/ / /yop `C6,.o (P 0h' .4♦. �/ / LOT 132 -Al 14,496 SF. } / e i.$• �M10- 70,612 SF. h .� LOT 232 `L. 07 LOT 163 4` / / cP s�,?o n LOT 129 z 'A v 1.1,260 SF E / LOT 227 `� 10,100 s.F. /eh �.$. '4 h NQIp r 10.200 Sr / / e 17,511 S.F. • I' tP '•1,7 a .`b. LOT 133Q 1 01 \ ` _ �I-/ s b, cA i. / sue' o.100 SF ��• � I z1i' S°�„ ee LOT LOT 228 1Q2v0 �.`b- cQ \ �`_ _ + e� �'• j �6/ LOT 134 f LOT 126 c� h r 11,8&5 b' 111,200,1P0 SF S.F, LOT 161 3` / b ,S ^ 75.3, LOT 229 o E 70,200 S.F. 1 1.=75.79 `ty �`(`j N 10,925 SF X51 g'L '1' ?p ugh y Q>, LOT 135 `7+ LOT 127 / fit // s 10.200 S.F. e1 10770.S.F. `, ,.+ 6 $,v LOT 230 ,og��1 `6} LOT 160 Acl' }ti ,01W ^ a LOT 231 a 8 rr,oBO sr. Leo ep r1,7oz SF. ee �cP'7� �,y'� ♦ S� /, 11,080 4S �. 7�' / LOT 138 `� Nryd 6ti 561, ♦1 / 10.)x7 SF LOT 126 11�i55� g0 ^E. °%► ," / /y ? ,W b !1.888 SF A0750'40'E m 266 fV 1y7 LOT 1� ♦ 1e �5 0'2. 8 h/ M1°j� O 11 j 14,197 S.F. tiy/ bb LOT 137 �`� 2 H» 00, z •�` LOT 156 10. / + 19,485 SF y >0. / z SM1. I11,J94 s.f. Ls 1 /x�. ss q„ LOT 796 ry a y •ZM1 �'1ir� 9 1,4 70,29' � .1a,� 11�M1 94812 S.F. {' LOT 125 W7 0 LOT 794 Mr10J}7. 'g Il �s. �' -540 °'°. ro OE CON SPACE 12.155 S.F. z 909,291 5'.F �"�2- 1,a. FO THE H.O.A.) E m N895422 W $ J •? I tl (OPEN SPACE' 0";7 _iJA 45' 01 TO 8E CONVEYED SOUTH UNE OF THE ♦,� 9J 74' 1 5?s?•N> N -LSOU FC'6 QUARTER- 287'40'0 r I x To 7HE H.O.A.J 00.00' ^ w m of SEC I6-J6-7 N77'♦7'14"w &v n 1 LO.L136_ -rs.ze9 SF.- F sB2O6'51"w v i LOT 157 1 S \ - \ NORTH LINE OF 7HE N /1,910 SF. _ /� L-- .d} NORTHEAST WARIER 1.} .. .. LOT \o `M10 OF SEC 11 36 7 �+7� 7079' \ ,�.�� - ro 1,7,155.S f: \ u. LOT 139 m�- 1x41' o a\ 10,2005.E G. LOT 158 1^ 12,210 5f. R LOT 155 s y9e� ..o Y.3.too S.F. LOT 123 . 114.88' °5" ' .4 e7' \ d LOT 140 NB7Tr7'S4^E 171,,68. f 46. C� I '' 10,200 SF. X14. g^E S)jyszj! S;,p 461,,, LA Sip N68C1 `s s'7. LOT 154 'a;•♦ : SVI' UN LOT 101 1,3 s:��s .'�• 10,522 5.F. \ LOT 141 ;6 LOT 122 11,080 SF R: LOT 102 LOT 100 ®�. 1r,0 BD LOT 153 LOI S.F. - O'' s. h \ 'No-e({'' >g,,o o'•t� LOT 103 LOT 1 L`75.J9 I_LaIJ Jy ? 77.012 5.F. � M200 SF \\ \J\ ��7 fQMO SF. odS�'c• $ � M10 cfi `t.\ � \\ 06'd'� 4x c 104 LOT 152 \ ��} 10.200 S.F. LOT 149 SF es p 0 Sr $. \10,20 rtJ' l� \ CP IflA q5. [=,6..855. M1C gds $ ♦x,16 '41.\ `er ,'L°M1e°'� 1 �p5 LOT 105 ' LOT 151 10,200 SF Bs 10,200 SF.� LOT 106 S LOT 150 \ 2J \ 70,200 5F. 10,200 SE s es\ (fl dog ;°m e� Go �• d '�. GRAPHIC SCALE FOR CONTINUATION SEE SHEET 49 (n rrrr) t 15A6.W ti PPELMNARY P.UD' PLAT HEARTLAND CROSSING YORKVILLE, ILLINOIS RFA610R5 DM91 BY: INT: DATE PROECT NO. 1. "Cs O2 7 Ca 0507J5 2 091 B1". MI HORR SCALE` SHEET NO. J N A 560' 4 CHK BT: -INT: 1487 scAlE 6 a Cw N A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT "°`� ® HEARTLAND CROSSING IILN08 PB916ti9N)lYL➢MGp 1M�N"�264-966]96 G9M.F6 Ctl M-P -. ROI R:L STAN°Uro A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET#4 S"7806 w 110.00' _I 15.W' LOT 173 I — $ 10.700 s r. 8I I 72286 SF o LOT }Za00' 24 u I 1 20,00 M LOT 172 $ a2oo.sF 8 I Im� ° i LOT 25 • N � 1' 70,200 sF. 81 S882B'C16"w 6' JR.Q.w s, M LOT 171 $ 10,200 I LOT 26 I - 12aoD' sF. 8 ? --- s6en'DS'w I. .M. I 1700D� b LOT 1701 Ir NBB2B'06"E }•�. - -:+LS iq�'S �''. I0,695 SF I . of I` lU I 21 LOT Z7 IJ7.64 Iw I$ 110,200 SF ,I n "t 58828'06"W J3' I " z 1 NB92BY18"E � o�$ LOT 189 o I I 1 1 J1zsx SF J I" LOT 28 EAST UNE C7"TH£ $ I 10,200 sF, 8 n I SOUFWAST WAVER JJ �.d9.H7' 2063' OF SEC 16-36-7 120 W' 1 I NBB'28'06"E Q.f un I I LOT 29 O,s $ 1,0.200 SF. $ ul T<52.09 40.63' I �110.00 --{ •I 28'OB"E I of . 1 N o LOT 130 m l a 8 I LOT 30 U 1275)SF. 1 10,700 SF. I II 1 I 120.00' l S881248 0286, .J ml 1 N682B'08T� l �10e�'S5 �W 1 I i 491 I n a LOT 31 LOT 129 w 10,5JJ S.F. $ 11,521 S.F �� l 0 y N w N 121.36' h r2° I ti sB670'09� M1M101y`4 N20j1 p. � I t o � _ W I.y LOT 32 LOT 128 !I �h ]Lees SF �¢ rz.n,St. NI I � r /e: •��s,°O' y,-,'r;.: 6` 17- z9.59� LOT 127 N8B2B'06"E 1 6M1 t0,77'3 SF ,� 0..d,' M1 LOT 33 I JzJJ� y yy /M1M1e so3�� ,`rye LOT 126 b / LOT 34 LOT 803 1 h' 11,888 S.F. 238,062 SF. O 10.359 SF. (S wM d'OPEN SPACE I 10 NE CO,N4EYED TO THE H.D.A.) _..1.8, b y0�l O r Y M1 -SOUR/ONE OF 7Nf I S01'41'17 7E NORTH UNE OF THE N, / /e LOT 35 SOUTHEAST QUARTER I or SrC[ST QUA MR 1!,531 SF. OF SYC 1)-J6-7 R'V LOT 125 OF SEC 16-36-7 17,155 S.F. I p 4' Y 98.98' 179.45' l BJ4' L u ! 78875'73"W _...— 1J9.s6' 1 \t\, Ny34"u" ?°'Y'• °u.' to �1n6's1 w cEP1laN $ vw I LOT 38 y Ez NaRTH CAE Or lREl 'Pa� \ d 1!,178 SF. S�•o "1 5015>07 f Q LOT 124 k? ,L ,r�9•�, t l 1 I NDRTT+EAST QUARTER 12,155 Sr. ",r. of SEC 21-J6-7 95.96 -i z i j1aDO �J ,rs} A0. sBrSZ'14w LOT 37 0 I O j•)D "T' " 10.420 S F. V 56 d• \ 6 j I I 4.00' LL go 1 S875211419 LOT 123 _ /1,638 S.F. S LOT 38 "' v `!b ,110••� `t1'.\ ` 11,060.Sr. 4 (o o i^ •jFV �' r+ I I� �,�, i. �• 5� LOT 122 •',r.m om. S `� '20.'511 21 10,791 S.F. 1v � �t N664 tit I LOT 39 d$• c°? + L 2 142 �� tv, oso sF 1 I Jp o.20o s F. h ,�, LOT 798 LOT 121 1 fq l 3l `\ odd S. 9JazsF w„ 738 sr. 72a0O' � � s\ a H 4'78'55"E mN� I O \ LOT 143 170.00-' "w ds♦ \� 10.200 SF h -28' 'W LOT u ' W♦ 40 I 10.500 SF °u 0 \ rural \" ry LOT 120 \ \ \ a 4201 44 '1s Q7P 10.793 5.t. 'O.I 1 110.94' 1 I ___ NAB2B'(16"E 1 I qo eon AJ7 ` s6B2a' °w 6-'--R.o-. .U LOT al N \ \ LOT 145 I 1 Ira 10269 12622 SF ti I 1 o-•cf' s go 1 I f1 •h of 120.6Y 1 -HEST ox a-Tt✓< Sp) LOT 149 \ 7+� ti LOT 119 c, �+ NB82B 06°E I NORRIWST QUARTER 10,200 SF + e 0.h r4,ev SF m I OF SEC 22-J6-7 I h LOT 42 I I GRAPHIC SCALE et �seo I' Al sF 9 0 I I 10,0309 48 ,•' I 120.41' 1 mr I N•1 AI Bi �` 47.67' N NBB2BY16"E n 1 buh.!° tt M16�4h6 J �_ NBB28'06"Elm � N I I <+ u LOT 43 u I I w LOT 147x5' i !0.723 SF. 8 p I vi r!,J4F SF B3.se �: l 0 PRELIMNARY P.U.D. PLAT °:• \�0 I !20.24' HEARTLAND CROSSING m ILLINOIS LOT ILLINOIS 148 .+ -IN8B7B'06 E I z YORKVLLF. ILLINOIS 5M1 LOT 4s h h LOT 118 i rs ♦ 7J 70.9 S.F. I LOT 44 VI IN 17. �I v N887pBb F $ _ / r4q Iq Q I� REYB011! DNN B1: MT: DA1L PRO.ECi H0. 1�A✓ t4J JJ' Ril I 1. H 01 27 050735 s DSN BT. INT: HORIZ SCALE -- 91EET NO. SB82A'06�9 a __ NIA 1'-60' 2 FOR CONTINUATION SEESHEET FIO CMK BY: MT: 1fRTSCAIE: 7 s 0.o NIA i � ! �SA[ITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT ,� � - HEARTLAND CROSSING Q3I11®PDtnI�lON4L D61G:L fW1[I IN-DODl96 LaM'.ftt£:610711-R�-M1�L�.{; rC01 fe[SIM'WNO A PLANNED UNIT DEVELOPMENT PROPOSED ZONING R-2 P.U.D. AND B-3 . .E 164901 '4 ...... ,,.. \� 0695 S.F 7928194 s� u ' i m �r (OPEN SPACE 126 W 1U 1 11500 TO GE CONY£1£0 5- 739 Y I N8Jb5� 7O THE N.O.A.; Ank T 329 I ' I ro�57 SF, � -NO47N LDIE OF n+E LOT 933 / / v h YY OF SEC A 1 OUA7 7x,827 SF / OF SEC 21-76-7 w� r�/3: 2{�LOT 332 14,179 L4OT 59 4 � w LOT 325 LOT 100 55 m$P p� II, 5 sF.SOT FOR CONTINUATION SEE SHEET#5 IT—T4.49r Fi"¢ v.$• 0,9995 8 1t I — �_, `57�`p\' L. 39' Y _ LOT 328 CIA �' `f ~ T�/ Z LOT 818 LOT 328 E �c Ia957 SF. 77&874 SF yb,_'� ti OT 327 (OFFICEAWITE0 RETAII) y 10957 S.F.sF R S.F 'A$ ?� LOT 79 sF. 53 V 113 Ip2 1r,ae0 L`7' rn 111 S�E I h / f LOT 7 U !1,080 SF LOT 784 979,291 S.F. (OPEN SPACE Nay, /LOT 80 TOO E CCW o a c 2D I 6sz7 sr: 4 1 I -0.77 �I� LOT 77 u R.O.W.I I �N R�25.00 144.98_ 11.080 SF u I 11500 E ,y'C� C'37 140.D0 —_—--579.R.3'_ _ G _•`�� �'Rr•T,�7 I 578K0 LOT S v� \ 71.444 SF. N. __---- \ \�' LOT 78 �� 11,080 SF. <°.v \ $. \ fi .b a* LOT I R-25..00 (Lr\ \ i 11��01W P,,,F� 10.2CG \ \ 00 LOT 75 \\ \ I �9 55'26 E N 10,927 SF / is LOT 83 •u` 'v. ,'io Vic{ �N \ \/ \ V \ Ialss sF ffi� � I LOT 74 10.200 S.F. � N857316'E x Qt$ 5�•M1S ,1 Nn aI� y� LOT 73 LOT 84 10,200 S.F. �'. 14198 S.F. Cam E0 I I4 It $ 1ti hb I10.00' 5 LOT 72 Y I � N88R6b8'E— q 10,200 SF / 9* cp LOT 65 & �, °.s 1rLOhY 1 I Ip 10,020 5.F. r3aso_.. S79.16 s1'W tJ. 7250, 8150' 8.1.50. 60 92 1 �} LOT 817 10350' 527.647 S.F. (COMMERCIAL) I Irn IS^ Z 3 .� ,�.. I to I LOT 86 o LOT 67 }., LOT 68 LOT " 112 2B6 sF 8 Iaoso sF 8 14nz0 SF v J E 10,2J8 SF y v NEST LINE OF THE NOR7NEAST WARIER �,• I X SEC 21-36-7 SM26'08,W — — N 1 1n 11450 ' ( 1 V LOT 82 LOT 6' k A g m,2o0 sr.�8 1o,2ou e �, Ip LOT 813 r.f 13492 sF. I E (CYFICE/LM1TE0 4i N &5.00 E 11.09 RCTA R=7500 lrd e —— I o I=f. Fmj + R-2512 00 I� _ jj99, I 8 I$ P J I I r I JJ p i 1 I GRAPHIC SCALE. c _ _ III_--- O 1 vl rsn I 1 ql LOT 816 }:I i S 696,99'sr. I± (CfWML NGIALJ I "� PRI5—NNARY P.U.D. PLAT I _ I 33. 8 I-EARTLAND CROSSING YORKVILLE. ILLINOIS I Iry I 18 } HIEASKM I N 8v! INT. DAIS: 1. ,res os 7 oso7Js 1. 1 Bl: INT: HOW SCALE SHEET NO. I FOR CONTINUATION SEE SHEET N11 �. N A I'=60' a I CHK W. INT.. HEAT SCALE- 8 S CID N A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT HEARTLAND GROSSING tILN00 P➢OP6660NA1 08nGN 1011/IN-D0010! GqW.£Yf 060].]3 hc-Pkf.�ry MOT f)1 F:STANOANO A PLANNED UNIT DEVELOPMENT "1.-7MW PROPOSED ZONING - R-2 P.U.D. AND B-3 \ �p `-- � �' LOT 104 / _ 10,201 SF. y� R7\ �C. ✓ ��♦ \ \ tr ,pr �` ,M1 ry0 LOT 790 $• SM1 °J LOT 105 9J9,291 S.F LOT 157 10.20 S.F. 1Q100 S.F. �,♦\ \ \ • Al 1LOT 995F LOT 105 LOT 150 ♦ \ C r, .� > WOO \ lo.2w s.r '0'41` •s � �W. t LOT Bo 1. s �p -1 / 16.527 S M1 Nos.7a,. LOT 98 \ Qr M1p,�dpb 'E+ •^ �,. 'Gqt.�b- ^, `TS• 10,200 SF: ♦� + ��� LOT 107 �s HQ�i�1. `;. 10.E SF uROUE I / y hO y1. 10.200 Sf. 41 11 1 Iso. LOT 87 H71'20 `�. 10,200 SF. \ ♦ N .il \ �• ° r1\ 'cb, °•fi, - ? LOT 108 l,7a0 SF LOT 81 o e \ \b, 17,444.1.1. $• 'P� LOT 96 10,200 IF ys ♦�• ,M1khe LOT 109 LOT 82 �cb, +M1�+Le� \ ♦ \ \lla120WO SF 10.20 s.r. `' LOT 95 \ ,X,1114 0'X(p ° ohs °s poppyil\ \ \ LOT 110 0 �s LOT 796 ��.Rr ,M1 d \9- ♦ ` ♦ IQ20 SF - 12'S16•E \ \� LOT 83 �b. 5.7,513 SF 69 N °� 10,200 S.F. y� sJ 5 LOT \ '� '<'• 5 \ .S v �b• � �' o �. 70�� 10,700 S.F. N s 1 r \ LOT 111 \ \ \\ LOT 83 s , d t c p�cP ♦ s 1 \ 1 16.755 S.F. LOT 84 10,20 SF '�" `] LOT 93 _T --1- . vJO Io.20 SF� I lzo.00' M1o�d; \ �• \ ?,�"L M10 c� \ 4r LOT 112 n S LOT 73 \ y 1 LOT 65cb, ``bhp tr,STT SF: LOT 64 10,20 sF. °\ �>a,� \ 1o,zoa S.F. 5� \ .S1 1� LOT 82 to.198 S.F. U n pV-p4 4o pOp pO�' �. 14206 S.F. 1 ICI 4r M1 �d 939,2911 SF. �p 5°iS LOT,7\ (OPEN SPA(a 1 \ �\ ���ry LOT 86 y?, b. ( N6826'OB"E 4200 S .F t� .0.v to Be cnNm nv s ..� \ \ ♦ 10,10 S.F. .o. so- LOT To THE HO.A.) �'j 0�•({� �.\ Op E �y 11,347 SF. LOT 65 1u, s� +M1�Ae ♦ \ RT +M1Or®d' ;` 2011. `L.�:o \ �o 1.I ., I �l0 10.020 SF. N o y s �M N74.LOT I lu I 579 'Fri 10.2007SF. \ \ \ LOT 87 '�3ob. SW,JB'50'W 110.0 150._50' 50.97'✓', '�. 11,245 SF. /„ I° �" y Q r 10150' 83.50 6350' '°.1. 4� �• Q. I $' < LOT 88 n = LOT 90 o �I-. LOT 70 a4• ?� 12,150 5.1. LOT B9 I$712 S.F. 1 Ib �N Pn h 10,I05 SF: 1$ LOT 86 I". LOT 87 w..� LOT 66 y P 1 L0 BASF 15.276 SF/ �i ♦ ` g m I I12,2as SF. I$ 10,020 SF. $10.02o SF. g w� ti` _ { gl E _ o }4� ,M1, . ��.4-• _ rr38Y �i'L � t II L- 76.90_ '! _��6106' E 35.75. L°lam X51 L5I 83.50 83.50' 8a5o' 14.75• _ F _ 1 'dl a� 78.50' ' ___-__ ` 6115 `�__ _- �_�1i ,J9. Rts.t0. 74897' C S897E'LB'W . I _ - SOa80'SBBTA�Otl�W _ - .f Q _ N La/"5 85.00 B50' 85.0' 830' 2730 L=-8.16• I p�8 - 14450' T�85.0' LOT 749 S 68 15 , F. o_ _ °-�, LOT 59 u u , .� LOT 57 0:�V '� LOT 55 4 LOT 54 is LOT 53 LOT 'r,Ba9.sr m° Izo!s S.F LOT 58 v 10200 SF 8 142PV SF vi u L0T82 LOT 61 m 0 10.930 S.F. N$ 10,200 SF 8 g T gp 14700 SF.u' 10,J14 S.F. 0 10,20 SF N$ p8 T4 mac`, 18 43049 813.F (OFF u N 850' 85.0' 85.0. IC/AEo RFTAIL) 95.00' 85.00' 68.26' 90.85' 850 ,...- •: 941.49'N88.28'08"E 1815.52' - L _�-- 1 = I \ In c� `p9 2J 655' _ _ 8350'NBB'%•O8'F 70).49 I a$ 83.50' I tlJ50'� 8150' 8x50 87.50' BJ.So'T�S�-8a50' 8.7.50' S8J49T' L; o'" w OT 355 v LOT 356 2 _ O = z ° °- '� 8 LOT 352 w o LOT 353 o LOT 354 G ]0,020 S.F.r$ 10.762 SF. LOT 814 9 gl_ - w to LOT 351 `G1 S7"" IP U o LOT 308 7." LOT 350 10.020 IF. $14020 SF vi$ ti"�y, I 8 18 LOT 3481LOT 347 �'iQmo 5F,a°0 lgozo S.F. Ba SO• �) 1o,02a s.F $ 41,516 S.F. u u o LOT 348 c.,- !0.020 S.F.w,$ �' -- y 9 10,020 SF. $ }�" I (' (OFFICE/L86'7ED RETAIL) N$ 10,070 SF v� 10,020 S.f.�$ n, `T 83.50_ 83.50 _L __ 47.50' _ 83.50'_ m 83.50' 8T.7Y 0..73 L+75.65 73615 •-�- - - - 1 � __ - -- _ 111842'NBB'16'OB'E-_ _ - - 850 8500' 8500' 8500• I 56.92' L�7.6J 85.00' BS0' 85.0' _ 85.0' p _- = 85 00' I _. I-- - __ f' I � 15 7850' 45.0' 85.0" � H N 3 2 �- - g w o y LOT 3B4 4 o LOT 383 8^0 - �- a' LOT 386 v u o LOT 390 $ LOT 388 `C LOT 388 o LOT 387 P LOT 308 r; /1.039 SF pp p �o' O LOT 391 y' 0,700 SF M$ 10.700 SF. g /O,Z00 S.F.N g 10.20 Sf 4 g N5 „ I LOT 385 W o LOT 394 $ LOT 393 ,ulP LOT 392 u 'QZ0 sF.�'$ 10,20 sF ti$ 70,20 S.F. 10.20 SF.H$ IQ20 S.F. g m I !� 12,2tlB SF: N o 70.20 SF N 14700 SF.�n•$ ^I$ m - m � ■ 18 m "+I mi es I. I ��. , ,a�. 1_7907' 85.0, 83.Q0• I 85,001_ eS00' I N8951'7J'W NS 10.750' 8500' ._8500' 85.00' e'.0' 1038.50 N8BR6'Oe EE LOT 606 FOR CONTINUATION SEE SHEET 812 599,673 SF. (SCON k OPEN SPACE ` TO BE CqY Y£f£D TO IHf HO.A.) GRAPHIC SCALE (anal PREWNJARY P1J.D. PLAT FEARTLAND CROSSING YORKVILLE, LLINOIS RE\00/4 01111 81". INT: DAZE PRGECT Na 1,_ .,C3 OZ 7 6 - 050735 2 091 BM INT: HOIBZ SCALE: SHEET N0. NIA I-wl A CHI(BM INT: 1ERT SGLE: .� { 70 N A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U.D. PLAT �_ ���� HEARTLAND GROSSING IIJJN019 P�DP69810111L 0[9011 IWe• :M-069106 LrIIP.Fl f:O.bA1T-Ym-F/nf.rlry I ROT£YE STANWAp A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 I FOR COM'INLIATION SEE SHEET W. m LOT 42 cn I Jr -- g .10,245 SF � �2 m. I � 1 4762• N8878'06 E I REST LANE CF RiE' 14• I NORIHOEST GUAH&H ,,..,.NBB2H•OB'E Of SEC 22-36-7 LOT 147 \' 'b 7,, f ! Ig 1oOT 43 2F . S+ 1 I 11.348 Sr 720,14' w I- �' 6 LOT 146 3— ---._. f V N8878'06"E Ii,017 5F. ry O I� LOT 118 m i3l I 7 a '7.708 SF] m I lu LOT 44 U I IN `Z' NI to ]0,700 S.F. O 1 M6s7.3p" 1 I 11133' ml Im. 119.87' I O z 58878'06w + N8878.06E 0 LOT 794 z ° 0 `M1 .� 939,291 S.F. '�-' LOT 117 m LOT 45 I I L5Q M1 (OPEN SPACE '�' 1,2397 S.F I M n ,i 10.950 SF m I I I C 1� TD DF CON4FYED { vl c LOT 112 TO THE HO.AJ I ,c� * nsz2 s. � /Z �I _ 12s9s• I�—.}'s9- o �rnU'G °.ra LOT 113 `� IZ2250 ST, hAF r ! LOT 46F ,off Tp 7z S o 121- 1 �tie V >ov o / 4/b / y li N7 111 115 0$, N LOT �ay4i A A LOT 47 1� 12,250 SF 11,520 SF. I I 1 m- LOT 114 Y 129]8 SF. o x.129' = I D t7ry °4fi. 6.1.18' 3B.J6' w. q5i LOT 48 C7 ni a 71,724 SF. I 121.14• T�5.-OO' 2J.7e' 4' LOT 49 �I I• 85.00" 59.57 Y,+,b ,2,017 SF N I 8 LOT 811 _ _ - - I 845'"SF °- ='w, LOT 50 or`C �I I (FUTURE SCHOU1IPARK) • `� LOT 52 ��,11I� LOT 51 �,a 12,083 S.F "• l t T LOT 803 w y �+ LOT 53 U•o !0.200 S'3�U g 11,17]SF 2J4062 SF I 10 S 10.260 S.f.N _ N L8 (5,NM&0PF'N SPACF CI mlq o BE CONVEYED TO mE H.O.A.) fOn2?_E -- 85.00 85.00' �_ 10284" j17916� \ I N8877'49'E ----------------�g-------- — o - 5di*B't97 '. I LOT 807 1Oi J1 I 717,0.17.S F. (S W.AI&OPEN SPACE LOT 804 I 1 TO BE CONVEYED TO THE H.O.A,) LOT 365 r; LOT 356 0� �,8 199.600 SF. I 10,020 SF N 10,762 SF, p 7 SW.M&OPEN SPACE E ^' LOT 357 A. �i °/• TO TAE CONW:0 TO THE H.O.A.) I 1 Sr $ O 4 h - ca [. LOT 368 y 0.77' \\p, 14 700 S.F. n, I Iw `� 4} _I VI 4 LOT 359 y 5896%�•�\ \ 10,020 SF +I U o LOT 383 0�` o S \♦ N� LOT 360 �f �+ 11,039 SF 10,020 Sr , tl LOT 362 '� `Y!o. EAST EAS Q R4£ I I I m y^ 17,475 SF Ob N071IHEAST WARIER - LOT 381 OF SEC 21-36-7 I I � � �- ?� I 3 Moo 1'�A�9 10020 SF, NB9S1 T7'W 'rSv R>• `�°� LOT 381 1 02 SF :• �T °e� sti. 24'' A. LOT 362 T a 10.616 S.F. I I I F.-- 5 LOT 380 010 97j s`b. ay $.LOT 379 LOT 363 •°.`, " 0 Oti 76 \r 10.755 SF 020 SF LOT 378 TON LOT 805 t2,6095.F. i 599,67J SF. fi (SW.M&OPEN SPACE pj• 120,00 TO BE CONWYED 70 731E'L 49 - GRAPHIC SCALE H.nA.) t` 57T5B (newer) loch-!0 K PRE.MMNARY PIJD. PLAT 4 EARTLA D CROSSING YORKVILLE, LLINOIS NM91010 D1M/YV: INT: DATE PROJECT N0. 1. ,165 OT 27 050735 i. DSN DY: INT: WMZ SCALE: SiIEET N0. 1 N A I'=-60, WIT: PERT SCALE: )O NIA SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT ✓ °' � � H EIARTLAN D CROSSING 078018 POWESS INAL DIISG YOW 0 IN_MIM ROT!%£SfANNNO A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET 08-_ —- -- I i - I � NN r ( r�� rIIO286 SC- 00 o lOT 392 7'x. v o l0T 394 � LOT 393 �'v, T 395 LOT S.F. 1(4100 SF SF. NIS f0,70C s.[.N nt ', 1�! t �,�. (4x(48• 2 "� • ,. � I IOJ 50' 8500' I '- » � III ` I LOT WS .,. ✓59.67)S.F. Ig TO SE CCN1£rED TD THE N.G A.) V I �I 10550' r eSDO' eSOD' ASOO' tl LOT 816 81 0l L'j LOT 398 � �0 0399 S.r. SF Ui$ I0,T00 SF. 4100 S.F.p$(COMMERCIAL; � 85. 'Z- I I I = a `I CWI ED - B(gIT- -NHY 5�1 �c• � I ��° i7�oD' As:oo' ASDo IR.o-w — M^� 1 o LOT 4501 I I a•=s° _ --{ I LOT 433 LOT 45 17"16 sr 8$ 10.100 Sr g razoo sF,vl8 N I Ig IR 150.00' 85.00' 100' At N8826'08T LOT 810 7.1-11904 SF. LOT 434 8�+� (PARK SITE"TO BE CON'.£YED TO THE UNITFO CYTY OF YORK18LLE) v I w,ra Y -NEST LME OF THE NORTHEAST QUARTER 0t/AR/ER » •: _ /50.00' __ 85pJ' AS 00' OF SEC 71-36-7 I I I ---NB876'OA'F ; g-. LOT 438 4 LOT 437 s� 6 8$ 'D•70�SF 8 ro.2cc S.E. 8-1 L_— - - I L-L50 n 17100' _ 8500' __ __ _�- o --r-6x00' 85.00 83.00 -7 E500- �eaoo' 5x-00' T 550(4-� ss.oD'r JJ0.00' ---�I"- g�' LOT 42: L=1..x3 °m i LOT 428 I"„• �^o LOT 428 °d' LOT 425 i•, ILOT 424 I.'R R=2508 o LOT 430 8 LOT 447 10,100 SF $ v - a u LOT 429 �, 10,700.-'FF $ (4700 S.F.cri f0,1G0 S I $ LOT 432 o o LOT 431 �I• `z• ID,20D sF ui 18,7(40 SF u g 1(4700.sF 8 ro - o ro,2%sF, $ 10,100 s.F 8- N H �1 a 10,200 S.F. I m j 1 AS.a L 850x' I 8500_- _. 8500' !15.00' 85.(40'_1_-.' 85.00' �.8500' I 8500' 65.00' 1760.00'N88?B'OD'E I n LOT 815 0 t 106,J44 Sr. cu' I I (Ll`EICE/UMiTEO RETAIL) N LOT 805 ^1 0 599,877 SF. (S A:M&OPEN SPACE TO W CON 1f1'ED TO THE N.O.A.) I 5IXTTH LTNE OF 771E MMMEAST WARIER OF SEC 21-38-7 im SU Olp all I I a...._. ...•..pw.•w..a:+e+aw%�.'�#11". 0 � ..,. .., ,.,. ''k•. ... 1�1��4P5-"'�ki�i: ^.r K A a � - 1. g¢ a 91 GRAPHIC SCALE (d IQI I I me►-s9 n PR3IMMAfZY PAID. PLAT I EARTLANI) CROSSNG YORKVILLE, GLINDIS I[M90ID1 DWN Im. MT: DATE' PROJECT NO. I. A05 02127lb6 050733 L D9i H NOR11 SCALE SfEET N0. VERT SCALE: 11 y. YO NIA I SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT LT°B� °�O cI8fIR6.RD RDR.x,eRa HEARTLAND GROSSING COMP Fl 0.O NWlRO 00NAL D01CR)f�f 1�-°°°l� xor rxasr�MUm A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SLE SHEET#9 W50 g75 aJ.50_ _.50- L '- 83.50'�, 87.1Y �-- [X75.65• - - - 1126 tT NW70,qe'E i � ` J=•' - -- -- a5 00 85 00 56.9Y' ^'7 61- _ x3.00' 85.00' I 83.00' 8.5.00' T-85.00' 83.x' w ----_ i ,�; t V o LOT LOT 383 g.ro '70 ♦ \ LOT 387 LOT 385 w ,�. 8 LOT 388 P LOT 388 w° LOT 388 �.;° 70,700 S.F.u$ 1/,838 S.F. �'$ o LOT 392 4 o LOT 391 4� LOT 390 L," � I 10.200 S.F. $ 10.200 S.F.cri$ !0,700 SF.N$ ti LOT 382 10.200 S.F.u$ 10,200 SF. g 70.700 SF ro g 18100 SF.ti �,� a rR /2,<75 S.F. 161,200 SX' I x�85,00' 8500' 65.00' 65.00' 7807' BSOD' 85_ 1 N89'5177"W gJ94FR7. LOT 381 . 103650'N8826'OB'E ��o} 10,020 sr., � �` �� ♦�v ry LOT 957.50 N8826'08T 712.1. 10,020 SF. b500' 85 x' 85� 85x' 85x' 95.x' 85.x' I B5x' S$7T7J54'E c' tP ♦ �!` to b- � �'�'Br• `bm.`£a• s'Ahb a" _ LOT 379 LOT 399 y 15 LOT 403 w LOT 404 LOT 405 LOT 408 4 LOT 407 8 fi ,; Io.o2o s.F. �' LOT 400 Z»:� LOT 401 1 LOT 402 70,200 sF u$ 70.200.S.F $ 70.100 SF $ 10,700 SF.(u 8 n,022 SF m �i O $ rQ,zoo s.r. SF 8 10,200 Sr fo.zx s.F $ - v _ of Slsnc� �♦ Ax_ 850Q'_ 83.00' 83.x' L=70.4g•-! ��ryb }�� LOT 378 00 95. x0 • _ x_._ /2,809 S.F. LOT 409 W�, 11,080 F .5y s_ _ 991.Ot'N%26'09"F - _ _ x - - - ~--�� ` S. t.�,04 z - D 00 f L .00' oo' A5x 85.x' 085. 0' 129-.04' `\♦ A� 'fig m LoT 377 L07 410 q g la 7M S.F. m ti o �� - \♦ �� Mon s.F a gIN o w'd' LOT 447 $a LOT 446 $ LOT 445 LOT 444 c ♦ \ . 12000' T 450 o o2DO S >~ LOT449 ro,zx sF. $ 10,200 sF $ 10,200 sF. 8 \ \ \ Od ?x 70,200 SF. Ig 70.100 SF N$ 70,200 S.F.N$ „ ` 12ay9.L 5887C0 9'W n "1 I r N7Y z 1 R' LOT 378 '3.00' fl5x�_8500 85.x'_ 85.0 __85 ' 84,00'_-- T 1 4� LOT 411 Y g m�" 10.070 SF 664x' 0x N8B26'a9"E LOT 810 I`q Ie aao sF. 7.75904 Sr ,,°„ L 772 I 56827'09"M O (PARR 577E TO BE CONYtYED 70 a 710.x__ 170.x• 7HE UNITED C71Y OF YORKY7t7F) 58774:76 J 1 rye � WNW N8826'08 E 1 h -ras-.ao' s5x' es.x' - 95.00' es.DD' 72800• _1» LOT 375 'S x' 85.00' 1 T 1� S7B*?se2 ac2osr. z z o o � LOT 412 12a00' y O_ O ,OT"3 p 11.060 S.F. SB827'09"w LOT 438 '� LOT 439 ,E LOT 440 y do LOT 441 i»S J0� �U$ 10 2200 sF N 8 4 1T 437 �', 10200 SF $ 10.200 S.F. $ N m ?00 SF,u$ 70.200 5'.F.ti$ I0,7x SF.4$ {�^ g �. A LOT 300'_- �- BSx� 95.00' _85.00 85.00 -�_ m g5x• !79.04_ I0.02a S.I. LOT 413 _ 120•x' ;1,080 SF, 58871'09" -- - �'T5 s ,� h l=.76 J9 `5k��5b z 89.x' 65.00 65.x' 81.97• LOT 414 ` P59� $ LOT 373 85x' 85.x' 9500•_ T - N o 10.90E SF t O o O.,, Motto ST. X LOT LOT 421 55..��8 LOT 420 i♦ LOT 419 LOT 418 4 LOT1i7_ � rQ�±s se.`"$ Ir,aea sr. 4eaby6 �yB'sly7'"' �»o LOT 423 ". `7 )0.200 S.F. $ 70,200 S.F. $ 10.200 SF $ �" .0} ,. 10,200 SF. $ �" q $ 70,200 SF.�$ 10.200 SF�$ !8200 SF�n g �' �''� � � LOT 372 14 m m 114.88�i 17,26E SF. 86.10' -•��(1 40'E •t`j No 65.x' 6500 - N1M75062..: N781 4 LOT 805 599,673 SF. (S.W.M&OPEN&-A CE TO BE CONVEYED TO 7NE.N.O.A.) 11-SOU771 I NE OF THE NORTHEAST QUARTER of SEC 71-36-7 213 6' 2582.16 588'0673"W � �" ' •..u0.,..,... .. :�•�; N!'r3�"2' `!.:. .cF .V ,M i 'x .'�Y •-w .y_ .'? ' ?.,::ten', 0. _P f y * GRAPHIC SCALE (Iw mat) PRMKNNARY P.U.D. PLAT HEARTLAND CROSSING YORICVILLE, LLNOIS _ 13\elaa DMN BYr, INT: DATE PRQECT N0. xS 021271t.6 050735 i 091 or. WT: NORQ SCAL£ SNFET N0. 1 N A I'=80' A ow 9Y: VERT SCALE: 12 3 CLD N/A I SMiTH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT " M�AM"�M m HEARTLAND CROSSING '�`� A PLANNED UNIT DEVELOPMENT mar W7",sA W7"1j PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET 010 1 I 1 EAST LAC OF NE NORTHEAST QU7ARTER 1 I LOT 807 7 FpRC OF SEC 27-36-7 I 217.477 SF (S.wu a� 7S• lY(/q 1f1 •f. �.Z LOT 804 ' r OPEN• p 2J.`?•. 199,600 SF SPACE 1 (SWAT k OPEN 1 TO 9F 8� LOT 760/ hl SPACE I Cav 11 ED N 10,848 y LOT 352 TO DE CONVEYED I T 0 AE ^ 7 5 1z0 10.616 S7.1. TO THE N.o.A.) I I 1 )�- 12000, N�73'05W .\p• �L "' Sgf(� N I I I o I u h I LOT 711 LOT 759 P+ 10.952 SF � LOT 363 "• a r ro,so6 �, 70,755 SF I O H 12000' N887a'os'E see76'oe•w 1 Im y \ J NT+ N 1 lU LOT 712 LOT 376 ia,zoo SF 8 77609 S.F. ) lu LOT 364 a"-'_ r^oI it �" o LOT S I o 33 10,100 58 II I I v , u 10,755 Sr ai Ix I �� I I I IT000' I _IZD•p0.,A, _72Qo7' _I NeB76'03•F 4 $77•Sy19 '.4 m 72d00" "1 I '� S6d76'OB'W 1 N86'36'24'E ;I LOT 713 o m m I $ LOT 757 $ I 1 70,200_S .F. 7L0O7T 8 3 SF LOT 365 70,200 SE 0124 SE 720.°0_ F-_ g.. l N8376'05•E 120.00' 1 $ BO' 12°.w V SBB7T'09'W 120.07' _SBB'26be'WI I �iNBB7Y'09'E a , I 3•Y LOT 714 �^ LOT 824 a v m 6' R.Q NNNNCCCC��'� N m x0,200 SF $ 177,803 SF. n LOT 376 q m•„1 ! I ti LOT 756 1 (OPEN SPAOP 10,020.S.F. o I f{�+ Lo7366 $ 10,200 IF. 8 70 BE coNwwn TO Off NO.A.) MOO' I WI I NBB76b5'£... ASM'22'09'W IN i Ixio7' z- SB876b8'W C) 170.00' IN IN887Y09'E ° NCI LOT 715 0 I SM22'09'w Io 4_N �'O",.100 S.F. $ z �N la I I LOT 755 1_ 'I Z `, LOT 367 `"8 70200 sF RI I D LOT 375� �.I I� 10.023 SF $ (p.,I lY I i 20.00' 76'OS'E tn' w O 8 .1 1 120.05' m a & r20.0c_ Z - --r 58976 O8 w 17000' I B871'09'E �^ p 66' R..O.W m LOT 716 +" m 3- m see72 o9'w N NI _._..� Im w 4 e p1, LOT 754 120.08'x m m LOT 388 m n 511 I$ $ 10,200 SF gl I _ LOT 374 �'I 1^_ x0,0.70 SF ^I I^• x2900' p 1°,020 5.F 11 I I m 7(] 126.00' Nl1816D.51r !70.07'. J.1•I N88 e'De f I I O I S8B76'Oe'W I H 5'8672'09 LOT 7 y' o 7 �' i g 1 ml l 1$ 7 17 019017&F. gI 3 ^' LOT 369 LOT 753 1 IN 7d LOT373 Si 77,470 SF �, I L 77286 SF N 12900' -� 10,906 S.F�oM Io NB- v { U•�, r \ 5370' }� �lr n 93.00' � 1w P°n LOT 718 14.9 L 15.09 ti u la200 SF 129.79'NB82608 E- - _736.41'N88'16'G8'E _ 4 LOT 37\ 4 _INAO°' _ �A 1 77.266 SF (� i4.9'� 4 � _ NBB76.OSY c2 5xr3' c' I c,"'° r.r1 sa:T7 I Fr O•' 24.97' LOT S.F. � I 1$ x0,200 8 /ti y'p LOT 371 i', l JJ /r.7s6 SF 8 e o uI lu o o I I x90.00' 0 o LOT 370 - �'q 70,553 S.F. an 1 to q -1 HdB'%'03'E LOT 805 7, I T Y I 599,673 SF. 8'yg�• I $° 17000' _ I I� (S W.fA h OPEN SPACE ��• I I- z 58876'03'W LOT 720 100.7!0' ni I H 3J' iQ200 SF. g 5QU1N LMAF OF THE NORTHWEST WARIER 70 8E C0IWEYED TO THE H.O.A.) b N89TN'57'W I a m �) la 2� N LOT 761 7" I 11000' te SEC 27-J6-7 SOUR/LINE OF THE N7]RIHCAST GARTER I lA1 0 10,0[0 St. �I NEB I 7B'OS•E -1 OF SEC 27-38-7 -I _ _T- --- - 120.00,+-• SB876 "W m LOT 721 el f0,200 SF gl n O iy u o ^''7 !• LOT 750 1 120.00t 70,020 Sf. of F-�NB676'0o5- I � I m 12000' �II m 58876'05' 168' IR.O.W. LOT 771 lq 0,210 51. 8 IN LOT 748 LOT 9 �I 120'00' EAST UNE OF THE 1 N8876b5'E SOUTHEAST QUARTER N' 120.00' I I m OF SEC 2I-38-7 I"I 58876.05 10.700 1 W LOT 748 I 1 $ 10,020 Sr. $ I 1 x10.00' uo N88'26'05 17000' u- LOT 724 o P of 58676 'W �_ 11.457 SF. Z LOT 747, \ \Q z � 748.66• _°'!w -� O r $ m I LOT 748 11,706 SF � 2 41 7667• i SO 'LrJi 'i ti7 1568 zp 1 Iz __ /70.0.7' w r•-�r FOR CONTINUATION SEE SH #14 s GRAPHIC SCALE (JA 7TiST) 1+nee-ee n PWEUW4ARY P1J.D. PLAT I EASMAND CROSSING YCP<VU F I ILLINOIS RE_Vl9aN5_ DWN BY: INT:. DATE PROJECT N0. I. - JOS 0T 27 050735 L __ D9N BY: WT: IIONIZ 4CALE SNEEi NO. a. GRf BV: TNT: TORT SCALE S C7 n N A III SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT C.D,�.f�DRA,�DD,odANR9D..�D9 HEARTLAND CROSSING ' 11]LIDH PROTt9.9W1AL DRAGf/fRR IN-090106 A PLANNED UNIT DEVELOPMENT ROT QF ST- � urR rsa>,zs-r. PROPOSED ZONING - R-2 P.U.D. AND B-3 IL It I FOR CONTINUATION SEE SHEET 4113 .. _—a�4 I uDO 31 95.00' + 9S�0� �— C SB9•7a66'O8S' 28Q.00' 286 QO' 520'N6876'01E LOT 748 ZI.9_7 --�'�-A3.3!yap Z N m 40.91( 12.706 SF 7' 8350' I^ I !4604' � J3• �� --- N --. � � �_.�_.. ° �" >r - o LOT 730 LOT sed7e'a5'w h / LOT T33 g LO7 734 a LOT 733 LOT 732 LOT 731 0,010 s.F. $ 11,G68 s.F / r3ass s.F 4 g IQ,ozo sF o lo,c2o S.F. w g ro,ozo s.F. 8 ro,o2o sr 8u'8 LOT 745 Ai' ($ $'tiI n �1 r•{ g 0,774 S. R l� H I I FILL 6e26.7 120.79• 4.350' B2' 231E !76 13/.00'Sd87B'0.5'W 'w Sa82d,Ww LOT 744 S.F. $a.!a207 SF %' I� r20.00, YI to k I N8876'05T 5ad76'051w T 4 �- m LOT 737 �^ LOT 743 �" a 14516 5.F. g m �4 A g 10,160 S.F. g� � A 720.00' I ! Bd76'05'E S882e,051N a \w b 2 o ( o ;m LOT 738 is 1 IO,d69 SF g N Iv� LOT 742 m ss 1 T -0. 11,0.91 sx. 7 E ry/LOT 739 LOT 741 / 70,698 SF; ev 114 !0,698 5.f. �b(�ghq 8 o 4 hb' S.F. LOT 70.698 S. LOT am I O 1.000.108 SF A h v N1b'S6'E "N" (S wM k Q I46.05TO BC CCNEIEO TO THL H. O.A.) 83 ! I 1 In N IN I° FAST LINE OF 0Q' SOOTNEASI WARIER OF SEC 2f-J6-7 IQ I 1 I� u b u f 141 Im 1335.89'579°4138 _CREEK .72.70• ( 517271351E GRAPHIC SCALP. (u rcrr) PPELKNNART P.UD. PLAT H EARTLAI O CROSSING YOPKVIIE, ILLINOIS REN"OM _ DWN IV'. fNT: DATE: PROJECT NO. t JLS 02127106 0507J5 Y D"RY: WT: HORIZ SCALE SHUT NO. NIA X60' INT. VERT SCAM 14 cD N A i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P.U . D. PLAT � � GRS HEARTLAND CROSSING RId10®TIIO7�0[YL C69WK IfL[ 1N-99070! ,^.pIP.Rl:Ob111-P+-psf.C.g aor rac:sr4N0Aac A PLANNED UNIT DEVELOPMENT PROPOSED ZONING R-2 P.U.D. AND B-9 sWTN CME OF THE NORTNWt3T WARTCR FOR CONTINUATION SEE SHEET#18 FOR CONTINUATION SEE SHEET#18 DF sec n-J6-7 fp,00' I LOT 507 n LOT 809 I I 120.00' -58876'05•W a I 12,296 Sf. 141,706 Sf. _ 120.00' 1 - —--o----- -$ S W.M R OPEN S7'AC£ -I $I o TO BE CONVEYED TO THE �+ I` LOT 511 . I L_ N.O.A.) LOT 508 $ 10.200 S..F 8 1Q0200 S.F. °I $ 10.200 137. - I �I 11 I 1z0.00' s»976'OS"w 120.�.J I 8 LOT 510 IIZ LOT 809 IU 200`-5 F $ ILO200 SF $I I Ig 110,200 SF T ` I 4ti 95.00'LOT 824 120.00' _ I __. 277,8'03 SF JJ' T20,OD' 58876'05"W 1 _12000' �_----.------- LOT 801 (OPFN SPA C£ /T6676'p5-E 333,447 sT. I LOT 72S TD 8E CONVCSED �05�W I (OPEN sFACE U l0 12286 S.F. TO THE H.DA.) I 1 I U N 9E LOT 509 I �„ LOT 610 CONVEYED 10,200 LOT 813 I ig 70,200 SF 8 TO THE $ I 00,(0,200 S.F. I I' 1X107 H,0.A) 120.00'—_..1 N6876'03� 12a 00' 4_ 720.00JFI� S8876'05'W o' of 56676'05"w I I I IN667e'o � 7 LOT 728 I _ ml h� LOT 508 Nm 10.745 F. �q oT LO $~n p E LOT 812 I II L12277 s.r.O 12286 S.J 9 _ 8000' c 8ao0_ 85.x_ cti' LOT 727 w 17,266 S.F. �4 ?o a - _ 2 286.00. N8876'OS"E ' 850• 83.50' 3C 91 L }Jf t� 5.0 PJ.SO' 8.7.50' 6250 T LOT 725 166 sF. 8 uo LOT 729 l jg. 60 6 "d LOT 734 {.8 LOT 733 lOT 732 - LOT 731 8 10,oz0 sF.N s'! Y 10,020 SF $10,020 S. $ 10,020 SF $ $ '0.020 &, T m 8202 - 83.50' 87.50' w 6Zyp• 63.50' BJ. _- 114.47 S887605"W N7B ri �'�56878'O5" N N N �y WEST LRJE OF ME CAST HALF OF THE SOUTNWEST WARTFR OF SEC 22-J6-7 o F N N y k LOT 808 1,000,209 S.F. (SWM d OPEN SPACE TO UE CONVEYED TO P.E H.o A.) I CREEK / .... �T` �1' s GRAPHIC SCALE. I�TM F,ff)�r PPELIANARY P.U.D. PLAT F EARTLIAND CROSSING YORKVILLE, ILNJOIS IEM9Rtl 0VM�! 1W.- DAIS PROJECT MD. 7 0507J5 f. D91 9Y: INT.. HORIZ SCALE SHEET NO. 1"°60' 4. CNK 6Y: WIT: %CRT SCALE: 1,'A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT C.D7,1t�Tp.,e7GN.�.m6 ,�'6d HEARTLAND CROSSING PLOT IILC'SIAMARID A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 SID I. "OR CONTINUATION 8 LOT 821 277.803 LOTS.F. (OPEN SPACE - ro BE cavJ2•>£o y.: y sFF57 s9i. / TO THr NO.Aj LOT 824 eT / , LOT 593 �i� _ ly iCS 776 SF _o �S 11,790.SF 10.6 - (/l N( ! 9e I '^ fit' G �^�� �� °'�09 7J.z7'T ,110.00, I 1-1 37.17, _�L L 1182'* 1 82'- ��/ -g0.. S LOT 594 I� N80')Dj2"w S7s19•- `^ c�/ .8R� LOT 596 �.%. y !0.940 SF. 8'y? ov LOT 392 N ! ^ _ `i,,,0 70.572 SF: Y7 LOT 593 7 oLOT 623 I yl I ��-- t8 /� �� 944 / 10.940 SF pv 0173 Sr 8 10.7.'6 S.F.I 41 1 _ Vie' LOT 597 H I °9B' f 60.98 L�J.26 L� Lam' ^'„Uo 70,572 S.F. c� y6�15 J�. 109.44' �' to 6 5 v+ .$_ N� 26.06' S8/Z-J 720 ac 1 SHR76 OS' ' - o_ o o ¢0577�s.T-. o asbt _ _ Nlo 3r's9'E NBe7e'25Y (F, 63 LOT 801 _-�v n L09 801E v a LOT 600 $° �N ro�72�S.F g N�0239 E 3J.L44r s.F. SA LOT 871 I o,N g (OPFN SPAT- 10,341 S.F u !0,100 SF, g I V m 63 7O BE CON l2K0 I I' � � �S 98 •E 1 71,2702 t01HE H0A.) 120.00' 1 72000 g667� N _680.00'S8807'!8So_ -��.,p5.w, IN8876b5 F 9042 N7fl5126 E 117.57' 8500 r-8500 A5.00' �°S 00' e' 5887605'W otN7,0�w 85.00' .� m til I A LOT 602 F. z °v LOT 621 I I$ 14200 S.F. $' d LOT 522 ra.zoa sF. 8 ( °N u w u LOT 520 �'' LOT 521 o LOl LOT 317 u° LOT 618 w LOT 319 w 0.200 s.F $ 70.200 SF 8 70,200 s.F.v$ 10,x 0.290 Sr. 'I8 10.290 SF N$ L o _ 120.00' 720.00' .. ,Lq 11,113 SF N g _ A p sB87605"W IN8876b5 E Sg 0.°o ' x A �1 I m LOT 518 446 sr. LOT 620 NI I I I LOT 803 46' 6.24 85001-� -- -85.W -- 3 10,200 S ( $ $ 70,200 SF. $ yJ,`}� _ D .r 1/ ]16.2;1 NBBL7.10E � 120.00 i 720.00' _ICI I z �58826b5' I I iNB876'09E �� �yj - __ __ N LOT 516 6 / _ _ -8500.- BSOV'-T 0m7 ml Im I 17.{I6 5.F 1/ 40 53.31 84.64' . 8500 84.00' S I� LOT 619 P M LOT 604 ^a/ i 65 _-- l __ g 0,20.0 S.F. !0.200.SF $ -yl-- �}- �1_ I_ / °o w "' I�' LOT 5OO Eva LOT 498 N n x h'6J•1z' o LOT 502 y�o LOT 501 �" 10,209 99 110.00' 32 - o LOT 500 no LOT 503 ail+ 10,200 S. $ 720_00 I__t r--L---, 10.707 SF. g y 10,220 SF.�I 10,200 s.F. g 58878'OS`W A1887605"E e m 7,489 S.F. ul$ „( ri 7LLOT 5154 $ LOT 805 �' c 4m^ LOT 818 I 1 10200 SF. $ �i '� 8500' 45.00' _ $ 10.200 SF $ I .I N8876'OSY 8349• � 8300' 8.500' __�---- -- -- 68268'N88V7'IBE 120.00' -1 I 120.00' I I i__ 1zD OO' - 58876'os"w I 1 $ LOT 505 M '8876.05'W II I 1 11.12 05 E I !0,200 SF $ 8 I u LOT 513 33' °•M LOT 617 �I 1e �$ LOT 606 �' $ 10200 S.F 81 120.00' LOT 809 10,200 SF. $ I Na-6,0.5 441,706 Sr. 0118 0,200 Sr. 8 o m I I u .$' 120.00' .� (S W.N°OPEN SPACE 120.00 3r 'G LOT 506 ¢ 10 BE cOWI£YFO TO rHE HO-A.) u __710.90' m 58876'OS'W 4 n �8 •pg�yl In N8B26'OSE $ 10,700 SF. a,$ UU 9m' LOT512 �"I N LOT 607 ''t $ fU.200 S.F. gl I. r1U.00' -SOUTH UNE OF THE NOR7NIIEST WAR7EN LOT 618 I al u u -�------ OF SEC 71-36-7 10,200 Sr. � I 10,700 SF $ I- N'8876b5E ql I LOT 507 Io T 120.00' u 310.00' I I I 120.00' 1 I$ZB6 SF IN 58876'OS'W =1__ Ime _ 58876'03" IN@8'2Bb5'E II m m LOT 511 LOT 815 " I H rLOT 808 tl N OT SF 10.200 S.F. I v 950 00' 57.99__ R 120.00' ° 11000' 1 ;58876'05"W 120.00' NB87B'OSE o 7 I I_ JIa 99'NB876'OSE _ . 58876'OS'W �I A... FOR CONTINUATION SEE SHEET#15 t ° 7.7?' .. •''` gI `ry5 95.00' T- 79799 4ESF LINE OF im EAST NAr �5' I CF 7W SOUINMEST QUARTER OF SEC 22-36-7 j "•FOR CONTINUATION SEE SHEET 915 �. 0. ......... ....: .:.:.... .. 40.^v.exi.e...�xv...siwr.,d:.'..w" x+4!q.5z. "� •- � -.. ,,, s( '11 >t 7 �ti s GRAPHIC SCALE gI" POMA94ARY P10 PLAT HEARTLAND CROSSING ° YORKVL F- ILLV,OiS REwsane Do er INT:I DATE PROJECT NO. ./Cs 02121106 050735 2 D41 BY: MT: FIO11Z SCALE- SHEET NQ .. CHN Br. RR: VERT SCALE: 16 S Cu NIA SMITH ENGINEERING CONSULTANTS, INC. CIYD./STRUCTQRAL eJCIN{W lIN PUQY[TOW.9 PRELIMINARY P. U. D. PLAT ._ HEARTLAND GROSSING mnw7P rleorc�IOn�.�o®ICx 7'fWll 17M-000,06 CP ,f4E:g507J5-Pn-Pbf.ey '. P101 luL S7M'OARO A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 FOR CONTINUATION SEE SHEET#18 u a00'_ I i= r2a00' LT�2 87'50"W I 150.000 - '� I I NAB27'S0"E N B877'S0F OT 539° LOT 579 o,1oo sF $° ]11200 79 y LOT 479 12,572 SF.20.00''4 I I 120.00' 87750'W 0�ry8 gI m N8B71'50'E a N�7Y30"E 5 LOT 581 : um. LOT 53L 1o,Jas SF I LOT 580 `"4 °° 10,200 S I m LOT 480 10,200 SF o u 0 /2,577 SF 0.0 720.00 i t I 5B87Y50"W I I 120.00' �'- S887Y50W 150 00 _ p N8877'50"E m N9R77'S0"E e LOT 562 1 I I u LOT 537 `^ .$ 10,010 s.F. m LOT 581 Mo $ rQ,zao sF,I $I Ifr - LOT 481 I I$ 10,200 SF $ I I$ 12.5J2 SF. _ nwi 120.00' ,I I I 120.00 I I -+ 5887Y50 W _1 I 120.00' � 5887Y30'W� ^I m I NB8-2 F I I N887750"E ym. LOT 589 � 33'-{ �-- LOT 538 m x' 10020 SF. I m , $ 10,200 SF. 81 I Itm„ LOT 482 lu LOT 582 120.00` J I$ f0,200 SF. $ 1 �" 11,572 S.F. Q 207'50 W 5897750 W u (20.00' 58877'SO'W '� _ 150.00' NB8'17'50E w P NBB77'50"E LOT 812 LOT 584 o g LOT 535 b 106.7x9 S.F. ^g ro,e6t s.F m 10,596 S.F. o n LOT 483 z ^� L83 $ (PARK SITE TO BE CONWYM TO b b SF }� m '^ "1 !3.267 SF,171E ON17FO ClTY OF YORKLILLE) /7p . ti ry 120.00' '1'7834:30' " NB678'24'W I 757.68' S8670 J8 E 635 E h I 615x; E 2 LOT 565 % /o qo';� LOT FOR CONTINUATION SEE SHEET#19 _ 27J,57'N88UT18 f µ87.y'1'13 71,582 5% '� e /LOT 554 95.00' 9274' o Mh 10,940 SF �589203I E 88 43' v o LOT 566 j / /hh p A�c4 y a' 17,580 S.F. 6' Or 0^ LOT 533 I LOT 588 LOT 587 N 1 f q' f LOT 570 v o LOT 589 11,400 S.F 11,295 SF. g 8 ;/ be ° 10.372 SF G/ 17 10,897 Sr l h n,lQO s r: �,o i LOT 585 / LOT 485 16,550 S.F. II 95.00'_ 89.25'�p.IL� 1y. ``777'8 �{� a,• 151. 797 ro 1L�57.18' 50. 1' 86.43'__I �` ry'F' \h $ 1 !v /A S, 57• ,,II a 6.97' / 7� ?7 try 77?850 _ yh LOT 532 320.79'NB810778"E .---�9�l LOT 588 A Lsy�5. 10,897 SF / a L� 9 D L /w 70.773 S.F. LOT 801 �/ / LOT 486 L= 2.75 I(Q 77791 S.F. m 10.66 75.62 q.`�. M• �,773,441 SF. 7 l~T 17.09 81 Q 87.50' 80.57' L` \01 �h\ (OPEN SPACE 60'h1 �,� / / ys�OlTp. m 7721' LOT 582 °`. ,t5 TU BE CONVEYED 697 SF. µA TO THE HO A.) y ,19' �f• 10.9.76; V _ _ LOT 531 / /� 5887T30"w w u w p LOT 588°m `0 0 ,8 10,897 SF / LOT 487 $•° LOT 582 .u„ LOT 591 N o LOT 590 w P 00 o�y 10.700 SFg.• 7y6 E 804�5� , o / 10.366 SF y ry o m 70.020 sr::$70,010 SF.N$ ty 7U,J25 w I+i 2<j A6 µ6 ,0ZJ8_ 05 VI LOT 530 88,39' 8350' 8150' 84.J4' N79'T1'41 E 8 2h i 10.904 SF LOT 488 NBB78'15"E 251.34'N88'07'I8'E x,55 .�•eo 94 �i$, 009 19 10,J6A SF. 75. Jy Y1 40/ q6 G7.'o hb.hb 65.26 LOT 529 15j Sr. n f 80.61' 7458 55 LOT S88177'18"W 85.00• 85.00' 5947650"W '' �LO 528 •o OOI 6 IGJ68 S.F. 8500' ate, 0,1121, 6 LOT 527 u " ���\ �dr.�• �tib''� a u o tR N SF,s- S_ •(' / f q�\'� .wo iA^' '� LOT 525 w LOT 526 ",'g' p 7 LOT 490 u, LOT 523 w o LOT 524 v 70,825 SF / Lam/ i r,0 ro,SJJ S.F. o LOT 522 10.100 25 v ^' 10,200 N$ O a$ !0,200 S.F.N$ 711200 SF.N$ 7J w � i _. z L-68.27_ j0 // ��8�.°0 LOT 491 .A 9415 i 85.00__ 85.00_ 85_00_ 85.00' c L�a0 N LOT 482 W 4 Le87.40 }'o 10.'.751 SF. m _ N5 y 8500' 85.00 6803' 16.24 L=8f.40 -�'�1 LOT 493 =p` I 85.00' y o 10,551 S.F: �^ q5 o LOT 494 ';A$. yy9'1g'6 wo LOT 495 1 to551 SF N6 ' $„ ,A O LOT 497 u LOT 498 w 70.567 SF m LOT 499 N ro,02co a$ To,2oo S.F.n,$ 70,199 SF o ,� 6 B05•E $ 10.200 S.F.N,$ w u N 95.96 Nj676 }"E 850p• 85.00' -_ 85 7' 00' 819 5%-22E EAST LINE OF THE NORTHWEST QUARTER 'NB8TJ7'18"E OF SEC 22-36-7 -' LOT 809 441,706 SF ' (S".441, .W.N k OPEN SPACE TO BE CONVEYEO TO THE HO.A.) SOUTH LME OF THE NORTHWEST QUARTER OF SEC 22-36-7 1319.73'S88'0718 GRAPHIC SCALE (IN PL67 T I mn AP m PRELIMNARY P.U.D. PLAT I-EARTLAND CROSSING YORKVIIIE. ILLINOIS l RE sm DWN BY: INT:I DATE PROECT NO t. JGS 02127108 050735 s DS"BY: T. HOW SCALE SHEET NO. J NIA 7"-60' 4 CHK B7: MT: WAT SCALE: 17 S CLU NIA SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT ra^� HEARTLAND CROSSING RILIIOIS!ROl89310KAL DISIGf!/ROI Y 1d4-0001°8 LCNP.n[E'0.90155-Ere-('bf.tlry HOT-STAN m A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 NORT/UNE OF IHE NORTNKES7 QUARTER OF SEC 22-JB-) 672.09' _ 6_7.85'NB894'54'E 0 125,25' - OPEN SPACE ° _' - , I �-g-- _- J90.JJ' "� ` LOT 802 TO eE CONVEYED$ 5571 SF TO THE RO.A.) - •° 184.10'N8Bri4'S�E 4 150.00" 586'43'10`# 211.13'N88Y14'54'E so' 8350' fcaeo' NB8p4'S4E 8. 43.65' 44.13 83.50' I m l u l V 1� � LOT 488 � n 2ov c ul o I 12578 S.F. a e u o LOT 793 Q LOT 7� a LOT 790 aun o LOT 791 q° ° /00020 s�.F."R 11,892 S` V J3, - I. -.-. A $ 10,184 Sr.$ I0,020 Sf. g10,020 SF.{g $$ - J I NeB2Y50`E z E 74.sY � I IS" LOT 487 1' 1 87 50' 83.50'- 1` 0�-- - �'�72J2 3L96_441Y - 8350 - 'S4F--�]tN�_ - 386.01m -61.20' {v I I c �- -r--, ' `' Im Y- 80.00 94.84 LOT 468 =75.46 2 I'm �" I I2,532 SF $ 0 -1 O g m _ '�. L OT 150.00' LOT 551 $ 12,708 SF. 1 a N882Y50E 2J12 S.F. I � �1 IV I ELOITV�. 120.00'-877'50'E LOT 801 f i 5 441 SFSIACE , � 150.00' TI I LOT 552 N To BE LOT 549 N8B7T50'E g 10,200 S.F. CONITYED 10200 SF. $1 I I TC THE NO A.i o I I gl SA0 sI LOT 470 ` 12,572 SF N8870� B o EAST UNE OF THE I I NORTHRfST OOARTFF $ 150.00' OF SEC 22-36-7 Ig 70.200 5 3 T $ LO,z r OD sse. S� IU N8877'S0'E I I LOT 471 6' R.O. 120.00' 27'S0'Wi m 12572 sr. S88 m ml I I 15aoo' IP°n LOT SS4 " LOT sn N8877'50'E By I B I x0,200 SF 8 , 17 ozoo s.F I SI 58.67 IIIT LOT 472 9BY14'SI' 720.00' \__-f20 '� $ 12532 SF. ¢�' N8827'S0"E 58B 210' I 1- ,.°' a„ 15Q00' N LOT 555 LOT 548 I fn I I N887Y50'E I ° 10,200 sr 8 $ 1,200 S.F. $o n 0 I p 120 00 __� I I'0. 11,0532 S3. $ I I NW7 N 58B7T50"W I t5o.00' ,200 S I '^ u LOT 5451 I N8877'S0`E LOT 555 o In,;nn l I 110F. g I IH LOT 474 --I I 120.00' SB87��"w, I Io 12532 S.F. o lu f N8877'30`E I 15000' °p LOT 514 I �nl N8877'SOE ml II�� LOT 557 �" $ !0,200 s.F $ 1 70" SF $ 1� LOT 475 of I I 120.OU _I j to 12,532 Sf.127'S0'W 1 1 N88ZYSOE o 150.05' T Y ro �, g LOT 543 Q N882Y90E LOT 558 10,200 S.F. g of I 0 70,200 S.F. as N 41 Iti I t2o.00' 1 LOT 478 YI Io 120.00' - SB82Y50'W ^+ rS 400 Sr $ i NeB77'50`E 1 m LOT 559 `°p" o LOT 542 `" L? 125.00 10,200 S.F.I g+- I •' I $ 1,200 S.F. 7377'( I 000' I �eJ.00'N8827'50"E 827 I 120.00' 5887750`# " N8877'SOE 12700' ILr, 59850"W, c� 1� LOT 580 �" 7YI �I I I$ 10,200 S.F. $ ,mr LOT 541 --- I I o 70,700.s F $ P- 120.00' OT 477 120.00' '0' 00 SF N8877'50 E 120.00' a S88'27'50-wi 1 1 _ t50.op'_ ul I N8877'50'EI 1� N8827'50'E til I o LOT 540 rr 10.200 SF I $I I y R LOT 578 - I LOT 478 10.200 S.F. g u 77,532 SF. "o I 120.00" I- SB87Y50`w I I IIIT 1 120.00' .jj I 150.00' _ rl '•W I I 1 NAR77'50`E i' 1 3 LT 539 LOT 579 !0.200 SF LOT 479,,2oO s.F ,sW 5.F 120.00' I_1 N I '111 1 0.I I va.00' seB7Y5o'w I P I 4 150.00" (• g �NBB7T50"E FOR CONTINUATION SEE SHEET 1717. N882Y50E - m� GRAPHIC SCALE FOR CONTINUATION SEE SHEET#17 - (IR 1 ewe=tb n PRELPANA12Y P.U.D. PLAT y' HEARTLAND CROSSING YORKVLLE, LLNOIS IRMi0115 1) Y. MT: DATE: PROECT Na i 091 BM INT. NOW SCALE: SHEET NO. y N A C-601 VOT SCALE: �. CNK 9Y: IIIT: /B y CLD N A SMITH ENGINEERING CONSULTANTS, INC. C 91/8 RC Lro tM 4N DR PRELIMINARY P. U . D. PLAT HEARTLAND CROSSING ���P W9699IONAL D69GN 9 RY'D 1 64-000108 Cpi.Fltf:09O1J5-RS Fat.4+y aDT il{£9TAA�AIRJ A PLANNED UNIT DEVELOPMENT N[ 007S5 PROPOSED ZONING R-2 P.U.D. AND B-3 NORTH LINE O`WE NORTHREST QUARTER OF SEC 72-J6-7 2637.87'N88'04 - S7d.7J I LOT 806 _ -52.4 St. SF (3.W.M&OPEN SPACE b m TO 8E CON bE/£O TO THE H.O.A.) t y �� //' "••/J 585'43'20'W 211.0'N& 44.13' 81.50' 92W S82 28'47"w W 48 _ 578 42 z o ^' LOT 7>?,9 u LOT 790 T i.P LOT 786 b"-g 10184 SF a o 10.070 '11 IC,3f5 SF it LOT 7 �$ F nn o r0.3!.5 S.F.S " F LOT 786 70.17/Si \ 0.52' __ e..0' O` 37.96�44.1J' ��� / 99.744 i LOT 785 1' sao.52' 1-'� c ,ar ct-t' ✓ 41 ,1, 55 „N li JIS S.F. f O y7 1 94yA / 975y '6 LOT 764 A m 4-`.r. .k{ ,]"'_:>•"`:� ,µ.,�: ���-1-7.5.46 2. 1 �m 4\ i t k 142- 2 S3 9 m z \ti LOT 783 07 // 9'b' o JJ• v a �,+" 11' // g7y5 '� y 10.175 SF �,fl3. LOT 685 u + ?1�4�4 Y / 9c/ - LOT 6� 7'L a 11,522 SF �+ �. $° 10,413 S.F. +� / g LOT 782 04 �0 // �°9 T LOT 687 it y44745 / / 0,411 SF 1- L SJ' i N m N 3 LOT 888 �°$- m 1 1.3" N8510 f'E /��' `fw�,.. 1C.41J SF 31'}5 E (t 49' ,E 878' 27.te'J an s LOT 781 Jam';` `y / m 76'1 48 N88ro4'S4•£ o ml / 10.1r5SF ,h / T6689 N711 °I 1 A090 f0.4IJ SF. � j0'S,p1 E I A4 100020 LOT 680 �` je'49 1k f' LOT 824 jp0 43' w 58Jt74'Z1'N' e5• / / / h1 10,411 S.F. 37 277,803 SF " 26.65' I Ig . .t;�o Ny8 572-4c (OPEN SPACE 43 ,W LOT 684 I r 6• R. .W 1� 59 ° 17.8.7.5 -- LOT 779 / / LOT 681 �' ,�ry7 ;o BE a HN tYED 57 ?,, LOT 883 8 10,020 SF / p9 !U 1HL H.O.A.) `� ^' 70,554 S.F. $ I LOT 682 J8 1.01' 10.554 sr 4 L=72. L 18 LOT 778 /`- / / LOT 892 `� 95 P� ��° 77.97' S8.6J' / e 1� '� ,`' '='`b. � 88804'54 O.OZO S.F. U _ $. ZOO S.F. LOT 681 4 i 11?; S 10.554 F 1. C� ate' Im_ A a7' P / LOT 693 yl 6bM1 'yam. 91 Sj 06.87 I $ 010200 S.F LOT 680 1E/ I 4 10159 S.F , LOT 668 I I I ~S o LOT LOT oU 11.261 S.F. I I Im 70.200 S.F. '� LOT 679 }`" ebi j' e9 689 �_ 11,594 f9 o I F e h /Ae .�' $8877'50'W Iv r 4tQ' J"g, LOT 670 151 19 y1 91.67.__'_1N. LOT 678 / / 11,71 sr 58f� �9.587/•5o w N. ,^� I 10020 S.F. / s, 56 1�0 I pot a ?o eg. e. $. 9 1, ;1 4 aj r°. to 05 •�. / / / LOT 887 I 5+ I V LOT 877 �'' / LOT 671 10.879 Sr y ~ 10,020 S.F. � 10.200' b iN.41' . - LOT 672 LOT 676 10,200.5r. �I 4 10.020 SF LOT 866 �1 Io I o F- / LOT 873 LOT 638 '1` 0 /. s 10.200 sF. LOT 665 !0,070 S.F. 5/ / � '6•.`O 08 11,823 S.F. g 91 1- f N882750" 0 LOT 874 10.200 S.F. 7o- ('� LOT 664 10,200 S.F. s I I� ti 6o ti o 0 LOT 675 ¢ ,h5 h� �a$_ y� �e6 1 o G /1 10,200 S.F. �TgY or ss' LOT 663 4` / ?Q200 S.F 1 e> I o � 1 `o 17,746 SF NI 1 m - cO LOT 662 N 66't LOT 800 10,200 SF.126.320 SF. (OPEN SPACE 7O BE E H-QAEO `:. ee/� / �' st.2' I I ibm '0 THE H.o.A.) �i- LOT 576 5887',50=W LOT 681 11,212 S.F. I 10.700 SF / /� s � u 61.47' b 9e. Sm'27'50'W Ig LOT 575 10,200...F „9 pN 506 1 fr+ h� / M1 LOT 681 LOT 574 `� 0 / 10,200 SF 588.17'50'' I LOT 562 10.020 SF. 120.00, I Ig pc S88-27.50' too,58 F x', 1 GRAPHIC SCALE \ / / LOT 812 106.719 SF 170.00' (PARK SITE TO BE CONVEYED TO 58877'50 u THE UN17E0 CITY OF YORNNLL£) 564 4 1 Ian�e6 n / LOT \Y / LOT 573 f ^g 10.e67 SF ° 11,357 SF. z � n e fi '� PRELIMINARY P.U.D, PLAT I-EARTLAND CROSSING s 1 6 � 5sF. ySry1 b89"h / YORKVtl_L.E, ILLINOIS $. 87 13 6 ' 75.65, \1y 27357•N86Y/778'E -42.T7- N87y7 1 5897071 E' I 86.43' 95.00' RENllars DWN BY: INT: DATE. PROJECT 0507 No 1 1, .1;.5' 07 7 050715 F RCONTINUATION SEE SHEET#17 z DSN 81: INT: HOW SCALE: SHEET NO. 1 NIA 1"=60• ,. CHN BY: INT: VERT SCALE: 19 S CLD NIA i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U .D. PLAT HEARTLAND CROSSING PYO�&1�OlfLL DE3ICN TIIOI IDI-OOOIOD C !AL'MOI.U-Pn-PIaf.Ag P[OT F]LE.'S1AADnlA A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 LOT 778 JO,oao sF. G LOT 777�'t $yam 10,020 sF LOT 771 / y0 /LOT 694 10,010 S S.F... 10,200 LOT 775 !0,o2o S.F. LOT 695 10,761 SF 0o / o -774 �` / 9 LOT 898 C / / 144798 SF LOT 697 SF\c. !o.raj SF / LOT 838 1 0,070 S.F: LOT 837 70,020 S.F. i LOT 675 b /1p Sr. LOT / / AM' s ;, ro,o2o s. 10,200 S sF. LOT 635 10.020 SF LOT 639 LOT 800 10,200 SF 126,310 SF ti hi �pe�/ //P Sy �o (OPEN SPACE ;� 9' h 0} J,V. TO BE CONVEYED LOT 634 .� 0h To 7HE NO A.) 4. LOT f0,020 SF. s o SLOT 640 f 10.200 sr. ID,020 S.F. y°o 6{ LOT 633 1` / :� 0�� 41 A\ !c,OZO s.F LOT 6 S. 1o.ozo s.F. �. ��oo• pbi/ / /h� 0 / 0y. $ ap LOT 660 A` LOT 632 10,0205.E / I0,020 S.F.' / LOT 642 10,020 S.F. i4 s°o. cp LOT 659 LOT 631 g"r 10,020 SF jp / ra,020 s.F � /T 843 °i^ 10,020 S.F. LOT 856 LOT 830 10,020 SF / IDIOM sr / / LOT 844 10,020 S.P. n 6 j ns.o fo '�yyyp LOT 828 A` / �'•/ / a pyy�ti To oozo&sF. / 10.200 SF LOT 645 ]0,020 SF p� LOT 65 LOT 628 �` / / f g'�� 0 020 58. / / LOT 573 10,200 S.F. / LOT 646 `� h0 y i-' / / 11,J57 SF. 10,010 s.F s+�zt + 0hj / /0 �s"o. h0� LOT 655 LOT 572 �h1'ti /00200 SF / h�. ,\0 F' 10,020 S.F. / 11,516 SF. ly^11 LOT 847 0 d`'h ti�`'o / 1•M y ?° / 10.020 SF, e'I' J$. 0 /' `� `+• 9 10 }- 920'7 LOT 824 S'p ii h 19 C LOT 654 / / 38970'77 277,803 SF LOT 628 S°�:. 19 }0 10,3tJ SF. 10.700 sF h\ / LOT 648 i� 7-? ° �° LOT 571 (OPEN S?'ACE p f0.C70 SF: �h d' e6 n o_ TO� $- �\/S, I5,720 SF TO IHE HO A.) ,4 V10� ��, h h� `3QP LOT 653 y. o' LOT 570 ph'Y #'/ 9 `�. 05 �j 7'05• N65 -� 10.76!5F A A •�'.h 11,100 SF p ' y / LOT 849 F N70st qe J Po 0ti LOT 625 10,020 S.F. y b :*s\. /j ^� ` L�716' 50.3/• _ LOT 652 04 .�q / /.� � J0.761'SF % / � LOT 651 LOT 650 a N 11,255 - ^O LOT 624 / 4� y,15,849 sF u // I L= h ^ 10.66 _ 10,776 S.F. y �! "'�- i t.2�� i /\\ N T.7Z O9 77.72' 9. A "'B ASH 1=0 L=J31.1T N80;70{?• 5795 !1 I p\2 a9e' is FOR CONTINUATION SEE SHEET*16 GRAPHIC SCALF r iron=eD w PREUMNARY P.U.D. PLAT HEARTLAND CROSSM YORKVILLE, ILLINOIS Rlt9pN5 DR+1 BY! INT. DATE: PROJECT 40. 1. JCS 02127106 050735 x D31 BY. INT:i RORT1 SCALE: SHEET NO. i N A =SLU 60 1. Dw BY: INT: PERT c. 20 S CLD NIA SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U. D. PLAT /R7BVC�U�VLlKCRRQB AN BORi[YORB HEARTLAND C R O S S I ICI C enur.rvc:woza-a.-rae.ey A PLANNED UNIT DEVELOPMENT M0751µ ,IEN�o,u-r PROPOSED ZONING - R-2 P.U.D. AND B-3 I� 1= N I G C) I m C) z LOT 811 z r� 845.335 S.F. 1 (FUTURE SCHOOL/PARK) _ o �' y O m \oo Ig ..nn LOT ns ` 10.010 S.F. G,� F LOT 774 70,020 5 F. LOT 773 e.• 777 /b5 `';ice's. 10,10)S.F. LOT 697 I / LOT 772 / 10,200 S.F LOT Sr. $_ q 10,195 S LOT n1 h0 70,200 S.F �p� -[• :�° y LOT V. LOT 770 10,200 SF 10,0.E 00 to / / gi� 7C♦' :''.c LOT 769 4` 0b' mr s• q� by!� 10,200 S.F. LOT 701 ro,rs1 se 1a�oa 86/ / p LOT 702 10.190 sr.. s bey ? 810 LOT 767 7 / ..m• 00'1 6�8'r ,56 70,2 oo LOT 70 11,189 S LOT 766 10,200 S bb/.! m. w 7Nn 1 . 7 LOT 704 x `ten. LOT 765 3` / / //�� i'�• CP ���i o 10,100 SF LOT 705 2r704J7�S.F. 11 (S.WW h OPEN SPACE TO RE CONAEYED TO THE H.O.A.) LOT 764 , CP I 10,210 S.F. tl Q� LOT 706 �7 by. y'f"•�,$. ,, 10.1e5 SF. rTj 05i' 00 `>` 00 �4Sy Ic. 1OT 783 10100 S.F. LOT 707 `� N 1a184 s.F Ip LOT 762 O S.F. 0 D LOT 706 `n N�ryoW 0,670 10.182 S.F. .—\—r J �- r LOT 761 1 1og""sF \ry. LOT 709 h / 10,525 SF. I NB 7`'0.00. b, / 6 Si?f!' M1} 10\ti9s0 s 19 TS�7 7 query GRAPHIC LOT 624 h�R Om/ LOT 710 z ,80J GRAPHIC SCALE LOT 780 / y /7 277,80J SF. 0,J67 SF. (OPEN SPACE 10,848 TO BE CONVEI'ED 9 / S,F10 p0, b1�♦A TO TN£HO.A.)^, h h 0 11e resr) I 720.00' p7'�ryry I A'BJ7,Tas`w r h yry LOT 711 w w $ LOT 759 ro v %951 S.F. ro #r o606 SF J° a PRBJMINARY P.U.D. PLAT F N 120.00' _ I EARTLAND CROSSING 588r?7o6.D'OTH''W FON R CONTINUATION NBze'os E YORCVILLE, LLNOS SEE SHEET#13 y arAsoNS DMN BY: INT: DATE PR0 ECT NO r. JG5 02 27 0507J5 z _ D5N Br. INT. HORIZ SCALE: SHEET NO. } NIA 1=60' 4 CHK BV: INT: \ERT SCALE: 27 5 —....__ Cl, N A i SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U.D. PLAT MnG �sutw °m HEARTLAND CROSSING nL7N079 1'IN7LffiONAL 969[cN 7D{B�16{-0091 DD !.YMIP F/lF:°5 vre-Mef e.g PCOI fAE:i)AV9/R° A PLANNED UNIT DEVELOPMENT PROPOSED ZONING - R-2 P.U.D. AND B-3 NORTH LINE OF THE ...... .. ,_ NORTHNEST QUARTER OF SFC 22-36-7 721.e5 0• 100.00 775.96 100,0 O - 100.00' � X 72J.79' o 2 o LOT 465 z _ o °'• 0 1s,U45 S.F. / ° / LOT 452 e ro u / 13.695 5F Z LOT 464 . LOT 462 )r LAT 483 77.000 5.F. D N$ 12,000S F. Ig 000 5F. $ o Y y ��• _ f 00.00' 15.71. LOT 453 Sy?� A 72.018 5 f. ,a m _ 'NW 'SS"E _ - ��yg 161.35• Zo 151.3/' / l �>i ,ryl}}9,4\'0`}�/ W �.�. u „74.79 :r� 5y N LOT 454 / o � +IOJ.J7' x- 11,648 S.F. / Q LOT 811 _` �•a (FU 845,JJ5 Sr r �. LOT 455 X19}}� p]// / i 7URE SCHOOL AH✓,' yo U LOT 461 JJ ` LOT 456 �l 1 / �t 13,964 S.F. I 1 n 77,060 S.F. ri 74,015 SE ,OP•�Q. / No O / / 577 a 6 BT3g kn N tea. l4 G�i / vb�tie LOT No 11.e6asF o1 \ \ \LOT 457 17,354 SF LOT 459 o Iz 069 sr. LOT 458 13,975 SF. m b, 0} /� T / 0 'I �,ne qy t�lu r ,3a1 ,b � x GRAPHIC SCALE (IN 766[) _. PRELIMNARY P.U.D. PLAT I EARTLAhD CROSSING YO12”LLE, ILLINOIS REVIum i DNN BY: INT: DAIS PROJECT NO. I. ,ACS 02 27 06 050135 D9!BY: INT: HOW SCAM SHFFT 40. 4. CHK BM INT: PERT SCALE: 22 5 CLO N A SMITH ENGINEERING CONSULTANTS, INC. PRELIMINARY P. U . D. PLAT Deaden eGw, .ND 9U iY6i0DB HEARTLAND CROSSING 011NOIM 19M1YG9®ONAL D®1GK 1011/361-0001OD COW.fiLE 030115-Me-N•LBq I %CT f4F STANDARn A PLANNED UNIT DEVELOPMENT "WMM-?3 PROPOSED ZONING - R-2 P.U.D. AND B-3 CURVE TABLE LOT WIDTH AT BUILDING SETBACK TABLE CURVE LENGTH RADIUS CHORD CHORD BEARING LOT NO.I WIDTH LOT NO. WIDTH__ LOT NO. W/DT14 LOT NO. WIDT14 LOT NO. WIDTH LOT NO. WDTH LOT NO. WIDTH LI 39.27 25.00 35.36 NOl'31'54'V 1 1 85.00 114 IDOS-7 227 8500 340 83.50 453 86.13 566 120.54 680 83.51 C2 3927 2500 35436 N88628'06'E 2 85.00 115 113.91 1 228 85.00 341 83.50 454 8653 567 95400 681 8187 39.62 2500 35.60 S42'40'4B'V 3 8500 116 113.91 229 07.15 342 83.50 455 8457 568 95.00 682 8327 C4 39.01 25.00 3517 N47.130066W 4 8500 117 102.64 230 86.20 343 83.50 456 13420 569 86.43 683 8327 C5 3927 25.00 3536 N4326'07'E 5 8505 118 105.03 231 86120 344 83.50 457 135.57 570 99.01 604 104.01 C6 39.27 25.D0 35.36 N46'33'53'V 6 0559 119 130.81 232 12627 345 103,5D 458 97.60 571 132.27 685 ID0.18 C7 63.66 60.00 6172 S31'57738'E 7 8559 126 88.59 233 85.00 346 B3.5o 459 83.36 572 91.47 6% 90.00 CB 35.52 25.DD 3241 N39.09'56'E 8 85.59 121 130.80 234 6540 347 83450 460 85.36 573 85.00 687 90.00_ C9 46,83 25.00 40.28 N55.1142W 9 85.00 122 85.00 235 85.00 348 - 83.50 461 f04A2 574 0500 668 90,170 CIO 39.27 2300 35.36 SOl•31'54'E 10 8500 123 86.13 236 85.00 349 8350 462 10800 575 8500 689 90,00 011 38.75 25.00 34.99 S89'03'50•W 11 86.27 124 86.13 237 8500 350 83.50 463 10000 576 93.60 690 90.00 012 44.27 25A0 38.71 S49'19'59•V 12 85.59 125 B610 238 85.00 351 83.50 464 100,00 577 156.63 691 8500_ C13 44.27 25.00 38.71 S29.12'36'E 13 85.59 126 86.13 239 8500 352 8350 465 111.12 578 8500 692 85.00 C14 39.44 25.00 3547 N46.4338•V U 85.22 127 85.32 240 BS.DO 357 83.50 466 83.50 579 85400 693 85.00 LIS 3961D 25.00 35.24 N43'16'22'E IS 85.00 128 108.84 - 241 11321 354 83150 467 83.50 580 85.011 694 85.00 1.1 39:14 25.00 35.47 N46.43'38'V !6 85.00 129 106.66 242 101.50 355 83.50 466 83.50 381 85,00 695 89.71 Cl 39.10 25.00 35.24 S43.1 6'22'W 17 05.00 130 ltl. 2+3 8500 356 8426 469 03.50 582 85,00 6% 90.00 018 39.10 2500 35.24 S43'16'22•W 18 8500 131 113. 24 8500 357 84.25 470 Ba50 583 85.76 697 85.00 079 39.44 25.00 35.47 N46.43'38'V 19 05.W 132 91.30 I 245 85.00 358 85.38 471 0350 584 85.79 698 - 6500 _ 020 39.10 25.00 35.24_ N43'16'22'E 20 85.00 133 83.08- -246 05.00 _ 359 83.50 172 83.50 505 8/82 699 8500 021 39.44 25.00 35.47 N46.43'38'V 21 85.00 134 85.00 47 85.00 360 83.50 473 83.50 586 84.25 700 8500 C22 39.27. 25.00 35.36 S46.32'19'E 22 85.00 135 85.00 4B 8500 361 83.50 474 8350 587 8425 701 85.00 C23 39.27 25.00 35.36 S43.27'5D'W 23 103.50 136 85.00 249 8540 362 _ 84.81 475 83.50 388 6425 702 83.00 024 39.27 2500 35136 S46.330550E 24 103.50 137 90.87 250 96.32 363 84.25 476 103.50 509 83.50 703 8500 C25 39.27 25.00 35.36 S43.26'D5'W 25 85.00 138 151.11 251 125.16 364 84.25 477 103.50 590 83.50 704 8500 C26 39.27 25.00 35.36 S46.33'55'E 26 85.00 139 85,00 252 125.14 365 83.50 478 83.50 591 83.50 705 8500 C2 39.27 25.00 35.36 N43.26'05'E 27 •8500 140 85.00 253 105.94 366 83.5C 479 83.50 592 85.01 706 85.00 C28 28.86 2500 27.29 N09-29 29-V 28 85.00 141 85.00 254 _85.00 367 83.50 480 03.50 593 05.79 707 8500 029 31.26 25.00 29.26 S58.30'344V 29 moo 142 8540 255 85.00 368 83.50 481 83.50 594 85.79 708 85.00 030 3924 25.00 35.33 S43'28.12'W 30 85.00 143 85.00 256 85400 369 92.40 482 8350 595 101.72 _ 709 92.17 031 39.30 25.00 35.38 N46'31'4d'W 31 85,08 144 85 A0_ 257 8500 370 83.99 483 83.73 596 85.18 710 - 92.97 032 39.23 25.00 35.33 S46.36'29'E 32 86.13 145 706.66 258 85.00 371 86.38 484 83.65 597 85.18 711 loo.00 033 39.31 25.00 35.38 N43'23'31•1 33 86.13 146 85.59 259 85.00 _372 _ 86.38 485 83.65 598 65.78 712 85.00 C34 41.21 25.00 36.70 S48.46'22'E 34 85.01 147 85.59 260 85.00 373 _ 86.43 486 83.65 599 85.18 713 8500 035 3926 25.00 35.35 N43.26'29'E 35 110.62 148 85.00 261 85.57 374 _ 83.50 467 83.65 600 85.09 _ 714 8500 C36 39.28 25.00 35.36 N46.33'31'V 36 106.17 149 05.00 262 E559 375 _ 83.50 488 83.65 601 120.00 715 85.00 C37 3764 25.00 34.19 S41.34'55'V 37 85.04 150 85.00 263 83.59 376 83.50 489 83.65 602 85-a 716 85.00 _._ 038 39.27 25.00 35.36 N43'26'OB'E 38 86,13 157 83.00 264 85.11 377 94.29 490 85.01 603 8500 717 85.00 039 39.27 25.00 35436 S46.33'52E 39 86.13 152 85.00 265 ES.00 378 119.09 491 85.16 604 85.00 718 8500 C40 3927 2500 35.36 S43'26•DB'V 40 85.04 153 85.00 266 65.00 379 83150 492 85.16 605 85.00 719 85.00 C41 39.27 25.00 35.36 S46.33'52'E 41 85,00 154 85415 267 65.00 380 83.50 493 85.16 606 85.00 720 85.00 C42 39.27 2500 35.36 S46'33'52'E 42 85.00 155 116.61 268 85.00 381 83.50 494 85.16 607 85.00 721 8540 C43 3927 2500 35936 S43'26'DE'V 43 85.00 156 85.54 269 85.00 382 11709 a95 85.16 608 85.00 722 85.00 C44 3927 25.00 35,36 N46.33'52'V 44 85,00 157 83.57 _270 E5.0D 383 97.63 4% 85.00 609 85.00 723 BS,00 C45 3927 25.00 35,36 343.26'OB'V 45 65.70 158 81.27 271 131.58 384 - 85.03 497 85.00 610 85.00 724 92.36 C46 39.27 25.00 35.36 S46.33'52'E 46 8559 159 120.00 272 147 79 385 85.00 496 85.o0 611 703.50 725 10350 C47 3927 23.00 35.36 N43'26'OB'E 47 65.59 160 85484 _ 273 86.20 386 85600 499 85.00 612 ]03.50 726 84.18 C48 39.27 25.D0 35.36 S43.26'08•W 48 84.36 161 85.00 274 86.20 387 85.00 5D0 8500 613 8500 727 8638 C49 39.27 25.00 35.36 S46'33'52'E 49 84.22 162 85.00 275 86.20 388 85.00 301 85.00 671 85.00 728 86.38 C50 44.67 25,00 38.96 N04.39'37•E 50 8406 163 85.00 2J6 86.20 389 i 85.00 502 85.00 615 85.00 729 85.95 051 32.12 25.00 29.95 S87.00'09'W 51 87.17 164 85.70 277 6620 390 85.00 503 85.00 616 85.00 730 83.50 C52 4027 25.00 36.06 442.17'02'E 52 85.00 165 85.00 278 86,19 391 85.00 504 92.56 617 85.00 731 83.50 053 38.59 2500 3427 S47.20.34'E 53 8500 166 8569 279 85.00 392 85.00 505 85.00 618 85,00 732 83.50 C54 38454 25.00 34.84 N45-4'04-V 54 85.00 167 8559 280 85.00 393 85.00 506 65.00 619 85.00 733 83.50 055 40.34 25.00 36.11 N44.41'51'E 55 85.00 168_ 85.39 281 85.00 394 85.00 507 103.50 620 8540 734 83.50 C56 39,27 25000 35.36 N46'31'54'W 56 8329 169 Moo 282 85.00 395 103.50 508 98.86 621 85.00 735 104.16 C57 39.27 25.00 35.36 N43.28'06'E 57 82.13 170_ 85.00 263 83 Do 396 133,50 509 95.o0 622 85.00 736 85.00 C58 39.27 25.00 35.36 343'20'06.4 58 102.09 171 _ _ 85.00 284 85.00 397 8500 510 85.00 623 BSA2 737 85.00 C59 39.27 25.00 35.36 S46'31'54•E 59 85.00 172 85.OV 265 9020 398 85.00 SIl 85.00 624 85.45 736 8820 060 39.27 25.00 3536 N43'28'06'E 60 8500 173 _8540 286 113.81 399 85.D0 512 85,00 625 85.45 739 01.63 C61 3927 25.00 35.36 N46.31'54'V 61 8500 174 85.00 287 97.55 400 85.00 513 85.00 626 8596 740 81.63 062 39.27 25.00 35.36 S43'30'55'W 62 8500 175 95.00 288 8 AO 401 mlo 514 6524 627 8500 741 01.63 063 39427 25.00 35.36 N46.29'05'W 63 84. t 6 BS 289 8.00 402 85.00 515 86.05 628 8500 742 87.26 C64 39,33 25.00 35.41 N46.37'06'W 64 83.53 I 85.00, 2 8.OD 403 8500 516 88.05 629 6500 743 8500 065 3919 25.00 35.30 S43.22'54'W 65 83.50 178 85.00 291 8500- 404 8500 517 8800_ 630 83.61 744 85.00 C66 39.35 2500 35.41 S46.37'D6'E 66 103.50 X179 �.85. _ 292 85.03 405 8500 518 85.00 631 83.5o 745 9500 C67 39.19 2500 35030 343.22'34.41 67 83.30 18D 05.00 _293_ 85.33 406 8500_ 519 85.00 632 8350 746 85.00 C68 39435 2500 35.41 S46'37'06'E 68 83.50 '. a 294 85.00 _ 107 86.11 520 05.00 633 83.50 747 _ _tl27C 069 39.19 25,00 35.30 S13.2254•W 69 83.50 182 85.00 295 105.00 408 86.20 521 0500 631 8350 Tae 83.50 C70 39.32 25.00 35.39 N46.35'27YN 70 126.28 183 85.00 296 10540 409 8620 522 8500 635 8350 749 83.50 C7l 39.22 25.00 35432 S43.24'33'V 71 85.DG 184 91.93_ _ 297 9500 _ _ 410 06.20 523 8500 636 8150 750 83.50 C72 156.92 200.00 152.92 N69.00'30'W _ 72 85.30 ley llIww. 298 'R'92 411 86.20 524 85.00 637 83.50 751 83.50 --C77 82430 100.00 80.00 S25'000360E 73 85.00 186 93,57 299 8500- 112 86.20 525 83.00 636 8350 752 103.50 074 311.46 400.00 303.65 524'13'30-E 74 85.00 187 63,50 300 85.00 413 8620 526 93.78 639 85.00 753 103.50 C75 266.71 23040 247.39 N49'52039'E 75 87.17 188 99.86 301- 85.00 414 8620 527 89.% 640 83.50 754 05.00 C76 587.70 595.00 564.10 N71'45'54'E 76 86.20 189 - 11381 2 85.D2 415 8620 528 89.% 641 83.50 755 Moo C77 168.75 350.00 167412 S12'1449'W 77 86.20 190 ,87.12 303 85.16 416 85.00 529 94.94 W2 63.50 756 85.OD 1 C78 15708 f0UA0 141.42 N43.26'U5'E 78 _ 8620 191 .92.32 1 85046 417 05.00 530 95.00 643 83.50 757 MAD C79 995.23 636.00 896.75 N43-17.34•E 79 86.20 '192 89.23 3o5 85,46 418 MOD 531 94,94 644 03.50 758 85.00 080 39121 250A0 35250 N43.17'34'E 00 166.63 193 85.06 306 8546 419 83.00 532 94.94 645 8350 759 85.48 CBI 197.86 250.00 192.74 S69'12'18'E 81 115.21 194 6555 307 85.46 420 .85.00 533 94.94 646 83.50 760 85.59 082 586.62 750.00 573.63 N65.57TPE 82 85.00 195 8500 308 85.46 421 8500 534 94.94 647 83.50 761 8559 083 235.79 300.00 229.77 S20'57'06.4 83 85.00 196 85.00 309 85.46 422 85400 535 90.44 648 8350 762 85.75 C84 137.43 175.00 133.93 S65.57'58'W 84 85.00 197 103.50 310 85.00 423 85A0 536 85.00 649 83.50 763 8500 C85 275.09 350.00 268.07 S20-570068W 85 65400 198 105.00 311 103.50 424 BSAO 537 8500 650 137.92 764 85.00 086 156.53 100.00 141.03 S43•I6'42-W 86 85(111 199 85.00 312 83.50 425 85.00 530 05.00 651 103.13 765 85.00 C87 157.08 100.00 141.42 S46.33'55'E 87 99.54 200 _ 8500 313 _ 83.50 426 85.00 539 8500 632 94.11 766 85.00 C88 296.67 381.00 289.23 S65'46'30'V 88 113.81 201 - 8500 314 83.50 427 85.00 540 8500 653 94.11 767 85.00 C89 597.22 767.00 58225 165.46'30'4 89 89.54 202 504 315 83.50 428 85.00 541 85.00 654 8816 768 moo 090 77865 1000.00 759.13 S65.46'30'V 90 138.66 203 85,33 316 8310 429 85.DO 542 85.00 655 8350 769 85.00 091 235.62 30000 229.61 N2o658'060E 91 100.75 _204 85.79 317 95.52 430 85.00 543 85.00 656 8350 770 85.00 092 606.33 193.00 38641) S46'31'54'E 92 85.00 _ 205 79 31B 111.81 431 03.00 544 85.00 657 83.50 771 83.00 093 235.62 300.00 229.61 N2O'58'O6'E 93 85.00 206 85.79 319 89.90 432 05.00 545 B5,DO 658 83.50 772 85.00 C94'. 393.46 250.00 354.09 N46.37'06'V 94 85.00 207 85.79 320 83.51 433 115,00 546 65.00 659 03.50 773 84.19 095 196.49 250.00 191.47 N69.62'53'V 95 85.00 20B 85.79 321 84.63 434 90,00 547 85.00 660 83.50 774 83.50 C96'' 606.33 193.00 366.00 N01'33'52•V 96 85.00 209 8507 322. 84.63 435 115.00 548 85.00 661 8500 775 83.50 097 106.73 550.00 106656 N82•sa'OB'E 97 83.00 210 05.00 3. 85.15 436 85.00 549 85.00 662 8500 776 83.50 098 606.33 193.00 386.00 N43'28'06'E 98 85.00 211 85.00 4 BOAS 437 85.00 350 10390 663 85.00 777 63.50 099 23527 300.00 28924 S24.00130RE 99 147.77 Me 85.DC 325 9022 438 65.110 551 103.50 664 85.00 778 83.50 C1o0 235.62 30D.o0 229.61 %9•Ot'541E 100 86.20 213 05.00 326 _ 90.c2 439 8500 358 85.00 665 87160 779 83.50 CI01 235.45 300.00 229.45 N24'02531V 101 86.20 214 8500 327 9D22 440 85,00 553 85.00 666 100.55 780 83.50 0102 606.33 193.00 386.00 S43'28406'W 102 86.20 215 85.00 328 9022 441 85.00 554 85.00 667 83.50 781 63.51 0103 303.16 19300 272494 301'31'34'8 103 _ 87.98 216 85.00 329 85.20 442 BS.00 555 BSAO 668 122.% 782 83.61 0104 235.62 300.00 229.61 S65.56'D6'V 104 85.00 217 85.40 330 84.79 443 85.00 556 6500 669 104.77 783 83.61 C105 314.16 200.00 262.84 301'31'54'8 105 85.00 218 8559 331 83.511 444 0500 557 85.00 670 93.37 784 83.61 0106 195.92 250.00 190.94 N24'04'52'W 1D6 85.00 219 85.59 332 140.BO 445 8500 558 85.00 671 85.OD 785 83.61 C107 156.96 100.011 14134 S46'35'51-E 107 85.00 220 85.85 333 122.26 446 85.00 559 85.00 672 05.00 786 63.61 0108 157,06 200.00 153107 N24.01054'W 108 85.00 221 8500 334 109.48 447 moo 560 MOD 673 85.00 787 83.61 0109 392.70 250400 353.55 N46.33'52'W 109 85.00 222 8500_ 335 83.30 448 85.00 561 100.82 674 85.00 788 83.61 CHO 106.73 550.00 106.56 58244'OB'W 110 6500 223 8540 336 _ 04.05 449 8500 562 83.50 675 8500 789 83.51 Gill 236.07 30000 230.03 N69.09'd3'V 111 85.09 224 8500 337 84.06 450 85.00 563 8350 676 83.50 790 8150 0112 236.07 '300.00 230.03 1 N2a•04.30'V .112- :46369. 225 8500 338 84.06 451 83.00 564 96.18 677 8150 791 83.50 0113 542.21 345,00 488.10 N43'29'30'E 113 85.49 1 226 85.00 33 - - 83.6 452 9210 565 120.54 678 83.50 792 83.50 C114 15748 200.00 153.07 N20'5 8'06'E 679 8350 793 100.00 CIl5 199.55 250.00 194.29 *34'."E Cll6 473 A7 300.00 424.14 N43.27'07'E CI17 235.79 30DA0 229.77 369'02'33'8 7YP/GK DE8K4N 3TANDAROS. •1)ptsl LOl dniarleTalW. &71150' SpeGLE�AMLY Iau'x rsv(-00 ,SETBACK ANJ EASEA49VT DETAL �ilsvxlWn soynanl b open 48..e/ ALA. LOTS 944LL 1-144£ UO FOOT •fiAn-L Sue: 12,00044 0. (t0A00aq A 4Iw1 P GW, 100 FOOT BAR AAV 5 FOOT eaY•�'M bops wee? SW LTTLRI'E CRAN46E EASSLSVM •R.a W.WMd as L/JL'S;A 01 14'�E N07H7 .P4wrnmw Wlm6: 3o' eKiff .Font YNd BSMnA SfY I.EASEMENT INAI£NSIONS ARE TYPICAL UNLESS DTNV?WSE INDICATED •�yd 6.* f0(25'm 4nna•bb) 2.MNERE PTY Sr"SEM6RS SANITARY SEKR5 OR WATER •R-YSrdSS0x7e 40(SO'a •d"I" MAINS ARE REW ALONG SIDE LOT VNE4 A MINRMLN 20 FOOT MDIE k ow Apm) (10 FEET EACH SOO UTILITY AND ORANAGE EASEMENT-WALL BE TYPICAL IA DOD S.F.LOT DIAGRAM: PRONOEO. -�f0'D.dM.lf. f . 10'AlUE. �F- r -- --- I I�I L'_J L_ _JI s'D.MI.E.-� - 40'REAR D�« r z- ID' - �. 120'MI)L g0E I`DR 101 DF I I L4N4oa,L to w Oft 1.F. S.I.DAG MMMJO% L IgrBACx LOT.IIw770 TYPICAL 10000 S.F.LOTOWGRAY: I L40E(7DIAQ• s mEA7�ERII l 4. �4a PRELIMINARY P.U.D. PLAT CENTERLINE I I T�_JI 5'D.&UE. ' _ NEARTLAI�A CROSSING 10'D.&U.6 BCN/ 11 LINE YORKV LLE, ILLINOIS ICI(�K I i ---- MONT OF WAY LINE T - 1. 'J L_ -J - COT LINE -- = - -- I�N910N5 DM►1 BY:7- fNIA E: PROJECT N0. ----- BUILDING SE79ACK LINE wry, �S IIMT 1. JGS 7 OB 050735 LET eo EASEMENT LINE IAYE -- RDT7OSC,ILE Lof4ovasysmb4xaelMAlydr1 f2,000aLMrSYDe ATx 2 DSN BY: SCALE: SHEET NO. S NIA 60' CMK BY: CALE: 2,3 1 CLD UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: -TV-- + PLAlc'Z.At Date of Submission: 03.22.4 Requesting: [] Annexation [] Zoning [] Planned/Unit Development Special Use: M 1 XtD VS' �5�1� / RS LM-tjT%AA,_ 1. Name of Petitioner(s): � l Std Address: 7 9A-PjbALL. ST Ft—r—' Ggryf V1 L,t A6-C�� IL to=7 Phone Number: $A 7, 4 39. S3 a 4 Fax Number: 8 4 7. 401 -5 , 9 4°1 Relationship of Petitioner(s)to subject property: [] Owner ''Developer [] Contract Purchaser 2. Name of holder of legal title, if different from#1: !Ejhg ( k br.1'J#' 16�L4 4 If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: S,PC^c' #S *60V E 3. a). (i). Street address and physical location of subject property: --201, 20 21 203 gRitsele ST. (ii). Zoning of surrounding parcels: North: 5 - 5 South: 5" 2- East: S " Z West: 5 - 2- b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 0. 3 a Page I of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 3. (con't): d). Kendall County Parcel Number(s)of property for which PUD is sought: 057- 38 - 2-83 - 003 A 05- 58- 28-3 -024- e). Current Zoning Classification: �'Z f). Zoning Classification Requested: Z g). Is this property within City limits? _Yes No,requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit`B". 5. List all governmental entities or agencies required to receive notice under Illinois law: afa 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? N /A 8. Do Electors reside on the subject property? H/A If so,they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: 5AiAPE P 1 e-►it-;!, Attorney: Name: NA Address: Phone Number: Fax Number: Engineer: Name: N Address: Phone Number: Fax Number: Land Planner: Name: H/A- Address: Phone Number: Fax Number: Page 2 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 10.Submit the following to the Deputy Clcxk in order to be scheduled for the necessary committee meetImP. An imcomplete subatittal could delay the scheduling of your project a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to page 4 of this application to"Petitioner Route, Step 1,Fees"and/or contact the Deputy Clerk floe verification of this amonat). c. Concept or preliminary Site Plan: 40 sets folded to St in a 10"x 13"envelope ba witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are tone and correct and swear to the property to be annexed is ca*gaoeu to the United City of Yorkville. Date: --- (i er(s)S AN fwd property owners e9gaswm mast appm on this appllesti .) Gary L. Cervelli Donna M. Ceryelli Subscribed and sworn to before me this_AV- day of A14f Gk^- :._ .200Z- Notary Seal namm, THIS APPLIC ATIN OTARIZED. . r Ig BOER Pao 3*0 Uaiad City of YarkvSk Am=mbmYUD,ZonMSpedd Un Applitam Revised:=SM& ANNEXATION,PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S.Army Corps of Engineers,etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning- $250 plus $10 per acre for each acre over 5 acres b. Rezoning only- $200 plus$10 per acre for each acre over 5 acres c. Special Use- $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. e. Planned Unit Development fee-$500 f. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10=$2,500 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100=$10,000 over 100 acres=$20,000 g. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4d'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. Page 4 of 5 United City of Yorkville Annexation,PUD Zoning,Special Use Application Revised: 2/25/04 i Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate)City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement,PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your rec s)to the ep , United City of Yo ille, 800 Game Farm Road, Yorkville, I . ois 605 Date: Z Peti Page 5 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 EXHIBIT A PLAT OF SURVEY OF PARCEL ONE: LOTS 1 AND 9 IN BLOCK 1 OF BLACK'S ADDITION TO THE VILLAGE OF YORKVILLE, IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS. PARCEL TWO: THE NORTH 1/2 OF LOTS 2 AND 10 IN BLOCK 1 OF BLACK'S ADDITION TO THE VILLAGE OF YORKVILLE, IN THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS. EXHIBIT B Names and addresses of any adjoining or contiguous landowners and property owners within 250' of subject parcel. 202 S Bridge Street Owner: Bob Ament Address: 9075 Penman Rd Yorkville, IL 60560 209 S Bridge Street (Kendall Pub) Owner: Grant Westphal Address: Same 100 S Bridge Street (Trucking Company) Owner: Paul Daniels Address: Same 109 S Bridge Street (Fox Flooring) Owner: Pat Bearsley Address: Same EXHIBIT C Variances Sought 1. -Uses: change the restrictions on the location and number of single-family apartments allowed to be located in business buildings. (10-7C-1: USES PERMITTED) and (10-7C-2: SPECIAL USES). 2. Property Zoning A. Increase the setbacks as follows (10-7C-4: YARD AREAS): a. Front Yard — no variance, in compliance b. Rear Yard —decrease from 20' to 0' c. Side Yard —decrease from 20' to 0' d. Corner Side Yard —decrease from 30' to 0' B. Increase the lot coverage from 80% to 90% (10-7C-5: LOT COVERAGE) 3. Parking Aisle Width: Reduce the required aisle width from 24'-0"to 22-4". (10-11-3: OFF STREET PARKING REGULATIONS AND REQUIREMENTS). 4. Parking: Reduce number of required off-street parking for residential from 2 spaces to 1; reduce the number of required off-street parking for retail and office from 1 spot for each 300/400 to 0 and use surrounding public parking lots to comply with this requirement. See Exhibit D for Offsite Parking breakdown. (10-11-4: SCHEDULE OF PARKING REQUIREMENTS). EXHIBIT D Mite Parking Breakdown South of SBC Lot: 7 spaces South of Pumping Station in back of Bridge St. Cafe 16 spaces Northeast side of Route 47 and Hydraulic St. 28 spaces Southeast side of Route 47 and Hydraulic St. 50 spaces In Front of 201, 203, and 205 S. Bridge St. 3 spaces Total: 104 spaces Additional Note: Additional empty lot adjacent to SBC which is not being used and could be made into parking with space for over 50 cars. ,Flat of Survey of Lots l and 9 and Part of Lots 2 and 10 Block 1 Mack 's Addition Yorkville Kendall County Illinois l H dra • y ulic Street l V E E 41 ;r oncrete Wa:k AsPh°It � 190.92 C. � h 4 N p 9 ' 7 Pa k ng pork Concrete Walk / 9 Story VV NOne j 1 TWO Story 1„ — 20, E E E E ® ; ; mer�;Ql '7 —E E_.___ E E E E Fr°me ,6�l do 9 ' •G i Indicates Rai/rood Spike Found rr �2a h°!t � 9 Pa king Q Indicates Iron Stake Set X Indicates Cut Cross in Concrete 10 i Existing ;189 35 2 Bt,ddin9 State of Illinois: .SS • x ' County of Kendal/. Exsti^g ry gild o This is to certify that we, James M. Olson Associates, Ltd., Illinois Professional Land Surveyors, have surveyed and located improvements on Lots 1 and 9 and the North Half of Lots 2 and 10, Block 1, Block's Addition to the VIVIdge of Yorkville, United City of Yorkville, Kenda ll County, Illinois as shown by the plot hereon drown which is a correct representation of said survey. This professional service conforms to the Illinois Minimum Standards for a Boundary Survey. Dated at Yorkville, Illinois November 22, 2005. James U. Olson Illinois Professional Land Surveyor No. 2253 > A y LANND D S SU URVVEYOEYO R License expires November 30, 2006 CERTIFICATE O� Domes M Olson AssocAotes, Ltd. NO. 035-002253 107 West Modison ;Street �F Yorkvi//e, ///idols X50560 b . _ . . { No. 9104 t wvow TO FE rTnom x my of SUNDHS TO GdR4Y IIRII Tfww a ±1223 5F I a ! UNIT 5 ) UUT 4 WT 3 two nag 5F - -- - T. - ---- --- - f m SF 4564 SF mm 5F ® - --- GOWERENGE TENANT 6 AOfoMOSI•E I t1® 5 a 11314 N 2 I ! UNIT 6 IMIT i UW7 6 I. 2 1161 5F I /A65 5F f97O 5F _. �ELLVA,DR I ® T I ® ® aw I I cm � II• - I I I I j �s -- - -- I I I� •-------- II LOAD TRASH® !I I I ® I ! 1 1 4 any 7r:v 2w V-v I star t I I I ••1R 1 1 I I 1 I �a II " MAIN LEVEL FLOOR PLAN 2 045 20 90 3RD LEVEL FLOOR PLAN a 0 5 10 20 50 Is SCALE:IA6•=I'-O' 11,171 SOFT. �! -2 AP1kt9OKE-`u01E�POP PLOTS MAr VARY 5GALE:Iq6'=I'--0' 10,929 SpFT. 2 eaw•c WAX-WM:FM PLOTS MY VARY NoRfH NORTH I!� SIM STas WM Sm 9rae -wist -- I J1NtT 3 sroR X154 5F T e 7Ai ) n VM SF a - 57ai - - ___-i�-_—.�_-- _ .—_ ---.— .( '— - --f •_ -__. _-. .—. .-- ..78 _._ I --_ UNTr.9_-� _. -----.—. ._.-- ..�------ ---. _—_------ ` Al 5F I uNm 1 uNrr 6 � uNrr 2 n AIROMOBILE I I 3 1 ® I ® ±"b ME In® i I ffi12 5F 29 TOTAL P G ACE$ I 1 I cm MWA I INCLI�DING2 DI •---- STM � ( T - 6 $kkp >566 SP j i I UWT I j (� Sias � � 9,0R: Q 21-. F4 - 4 !• a • • t a • 4 I LOWER LEVEL FLOOR PL , 0 p 2ND VEL FLOOR PLAN 3 0 5 b m SCALE:IA6'=I'-0' 11.771 53FT. 2 ItNLl'.-IID7l.PDF ROIS MY vARr SCALE:i 6'•1'-O' 11,771 SQFr. 6RI1FI.O SOALE-NOR.!'OF PIO15 r vARr NORTH la y uj SITE DATA M11DINS DATA STEAM& DAOW 03M#40M Lee or "iDIW2 Q e�•�i NO95mm PNE£@NWA71011.OS TAME on&&ft--4 SI1EOWmMIS A,nI9P/"ift SF•wa ; I1 MULVMS 169197 M BaWPW 17TH MIIOIWM.ME V DWLOM9 SETRVAM. FOAM. O.O' a 010-0-0, GOW Wm1• TM2A R LOAD WARM WMM AIO III«WWWR W"67M 4"M AND MOF - ►&100116 YI2MLK7. WA EPON ME+7IW! 91N'ORf.METAL SIOOP qI'.K ` aMI1e PM191S P.iWWM 24 SPAM A•1E11nE1 W. ALL014 N 7A 4 STOWS�MpOD IF FM ROOK J 1 # PNOf07ER SsrMn/4TMIPIWrLam �j OffNTE PAR INS My, 014•TAVRMIf �i IMM OF MMals STATION M MGP OF I1W9E SYMM CAM *YK.6 Hil WNW SW SM OF iWM 4T ND NtA1MILC or 20/RYi SWM EAST SIDE OF NOME 41 AID WURM O ST, 50 SPM, S M FRONT OP".am•Y8 S.mwde ST. SWAM TMAL, 104 SMLS L.O1 WrM AV.V4W W R vM 50 MSlI11S 16m AIO fdLD IN MME MTD PN•OM6 hfT114I1LE POR OaBtSO GAIL. Mt*JWT M 716M► SItT 80, ���� ®® 2O0 t VARIANCE SUBMITTAL f . I:�" I a .T, f W.t000W02.33$W=T-VARLkWCE SUBMTTAL•030B0&"Thamd ,Mach 09,2008f istz006�O5w7wIaFNeamo2•o22BO6002.1-0IC 14• W...T AH271118 ul M'Tfmxzm - n m z N 77 / D Z /i/ m c ,// i� E all TUSCANY PLAZA 1 201,203,205 S.IMM)GE ST. • •' • E YOROWRI ,&60660 hc. n tawaarirrac +woMraa►e..awr n par.May.rnw 101N —'1 airs aaa I I LA I I I I I I I I I I I yr N►Agine ewsvuuvsri