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Plan Council Packet 2005 07-28-05 (iD . oUnited City of Yorkville ir,,,, '" 800 Game Farm Road Est 1836 Yorkville, Illinois 60560 -�� Telephone: 630-553-4350 a9 L —� p Fax:p 630-553-7575 1741.E0.> J (0- e -?-00,c- PLAN COUNCIL AGENDA Thursday, Ju2005 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. - Staff Meeting 1. Minutes for Approval/Correction: July 14, 2005 2. 9:30 a.m. - PC 2005-35 Bristol Bay Units 1 - 7 - Final Plat 10:30 a.m. - Plan Council Internal Meeting 1. Lisbon & Seward Township Land Resource Management Plan Update 2. Westbury Village Revisions 3. Fox Road Sub Area Plan Review Presentation by Mike Schoppe lii FT Plan Council July 14, 2005 Attendees: Joe Wywrot, City Engineer Anna Kurtzman, Building/ Safety Mike Schoppe, Schoppe Design Laura Brown, Dir. of Park & Rec Tim Fairfield, YBFD Jeff Freeman, EEI John Whitehouse, EEI Sgt. Terry Klingel, Yorkville Police Guests: Matt Cudney, Pulte Homes Ken Huhn, Smith Engineering The meeting was called to order at 9:35 by Joe Wywrot. The May 26th meetings were approved as written. The June 23 minutes should indicate that Westbury open spaces would be plotted as part of the individual units. Autumn Creek Unit 1 —Final Plat Anna Kurtzman's comments 1) Lot size should be indicated on plats for the lots. 2) The 10 foot setback on the preliminary plat is okay as written in the annexation agreement. Setbacks should be shown for all multi-familys on the plat. 3) Building envelope should be reflected on each individual lot. Mike Schoppe comments 1) There is an additional lot on the final, which was not shown on the preliminary. He recommends a chart on the final to include the number of units on each individual lot. The unit sum should not exceed the total number of town home unites approved in the annexation agreement. 2) CDF will be commenting on the open space, natural, storm water basin treatment options and maintenance plans are due to Mike by July 15. 3) Landscape plan comments will be forwarded to the developer by July 15. 4) The storm sewer outlet stops short of Blackberry Creek. From an engineering prospective, this is a Phase I temporary outlet,with a minimal restricted flow. As other units are developed there will be additional work done. Mr. Huhn will report on the revising the pipe fitting, so it will not need to be as subsequent phases are completed. John Whitehouse comments 1) Street name need to be added to sheet one. 2) Easement provisions have been added for the bike/pedestrian trails, allowing all storm water management facilities and public utility and drainage easement to be used for bike paths. (#9) There needs to be 15 foot level area immediately north of Rt. 34 ROW for the construction of a bike trail. 1 3) Comments 13-22 deal with additional easements for side yard utilities, totally 20 feet. 4) The developer has no issues with comments 27-29 regarding vehicular access. The annexation agreement allows the commercial owner to request access to Rt. 34,but this would be at the discretion of IDOT. There is a 25 foot commercial radius in the commercial area that needs to be on the legal and front sheet. 5) Will need easement grants beyond this unit for the 16 inch water main provided on the west line,between 44 and 45, in Grande Reserve to Prairie Meadows. (#z15) 6) Easements should be granted on off site storm sewer and water mains for this unit. (#36) 7) It is suggested the light pole be in the island, with a double street light standard. The island proposed will need to be shortened so access is not prohibitive for turning to Lots 2 and 131. Lot 2 should be garage right and lot 131 garage left, so island would not have to be shortened the maximum amount. Restriction for these two lots should be put on the plat, with a note or triangle. (#42) 8) Lot 131poses a problem, with frontage a wide road or minor collector, provide a hammer head or three point turnaround. If the turn around will be used as the second parking space, (two spaces are allowed by code and normally are in the garage) exceptions may need to be looked at in future PUD agreements. 9) Regarding the 50 foot permanent easement for IDOT ROW. Initially was to be IDOT owned. Now water main is not taking this route, it goes between lots 44- 45, following streets to Hamann property and then to Rt. 34. 10) The requests a 15 foot level area north of Rt. 34 ROW for construction of a future bike trail, which goes across the commercial property. It will put the trail 30 feet off the pavement. This will be part of the engineering review, so grading facilitates it. 11) Pulte is building the HOA and regional trails, which be noted both storm water and pedestrian trail areas. 12) Kennedy Rd. sidewalk is on both sides. 13) Joe stated that agreements for improvements along state highways are handled by 1) credit by developer, 2) allow the sidewalk to be delayed, or that it 3)must by done. Rt. 34 will have a trail along side it. Pulte will put in the trail in lieu of a public sidewalk. The trail should be shown on the engineering plans. Additional comments 1) Tim Fairfield stated lots 228 and 332 have no access to Kennedy Rd. If maintenance equipment can be accessed, then restrictions will be placed on traffic to this area. This is scheduled for Plan Commission on August 10th The meeting was adjourned at 10:40. Respectfully submitted by Annette Williams 2 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC ## APPLICATION & PETITION Please Check One: Preliminary Plan x Final Plat Development Name: Bristol Bay Units 1-7 Date of Submission: 07/05/2005 1. Name of Petitioner(s):Centex Homes Address: 2205 Point Blvd. , Suite 200, Elgin, IL 60123 Phone Number: (847) 783-6300 Fax Number: (847) 783-6303 2. a). Street address and physical location of subject property: East of Route 47 and North of Galena Road b). Legal description of property; attach as Exhibit "A". c). Total Acreage: 170.38 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Kevin Stough , Centex Homes (See Above) Attorney: Name: Fred Feinstein; McDermott Will & Emery Address: 227 W. Monroe Street. Chicago, IL 60606 Phone Number: (312) 984-7665 Fax Number: (312) 984-7700 Engineer: Name: Kevin Bi scan; Smith Engineering Address: 759 John Street, Yorkville, IL 60560 Phone Number: (630) 553-7560 Fax Number: (630) 553-7646 Land Planner: Name: Mark Baker; SEC P1 anni ng Address: 14?05 Burnet Road, Suite 640, Austin TX 78728 Phone Number: (512) 246-7003 Fax Number: (512) 246-7703 Page I of 7 United Cin'of Yorkville Preliminary/Final Plat Appii:ation 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: 07/05/2005 Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) 4)-11,..,‘ y Subscribed and sworn to before me this ; day of , 200 j . Notary Seal THIS APPLICATION MUST BE NOTARIZED. OFFICIAL SEAL JOANNE M. BOWERS NOTARY PUBLIC,STATE OF ILLINOIS MY COMMISSION EXPIRES 7.21.2009 Papa 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4!04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc., to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee - $500 a. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10= $2,00 over 10 acres,but not over 40 = $5,000 over 40 acres,but not over 100= $10,000 over 100 acres = $20,000 c. Deposit for Outside Consultants -under 2 acres= $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation,Fire Department Rep, and Police Chief Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall, The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary-/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation) proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records)to the Depu 7 Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. /.51d 5-- Date Signature of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 EXHIBIT "A" BRISTOL BAY UNIT 1 LEGAL DESCRIPTION THAT PART OF THE SOUTH HALF OF SECTION 4,AND PART OF THE NORTHEAST QUARTER OF SECTION 9,ALL IN TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 00 DEGREES 09 MINUTES 15 SECONDS WEST, ALONG THE WEST LINE OF SAID NORTHEAST QUARTER, 686.52 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 129.51 FEET; THENCE SOUTH 01 DEGREES 12 MINUTES 01 SECONDS WEST, 74.73 FEET; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 601.67 FEET; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST, 67.12 FEET; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 587.21 FEET; THENCE NORTH 00 DEGREES 59 MINUTES 56 SECONDS WEST, 546.56 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 40 SECONDS EAST, 385.09 FEET; THENCE NORTH 00 DEGREES 51 MINUTES 52 SECONDS WEST 60.00 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 40 SECONDS EAST, 80.06; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1035.00 FEET AND A CHORD BEARING OF SOUTH 79 DEGREES 15 MINUTES 47 SECONDS EAST,AN ARC LENGTH OF 423.63 FEET; THENCE SOUTH 67 DEGREES 32 MINUTES 15 SECONDS EAST, 301.19 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 840.00 FEET AND A CHORD BEARING OF SOUTH 73 DEGREES 16 MINUTES 54 SECONDS EAST,AN ARC LENGTH OF 168.43 FEET; THENCE SOUTH 79 DEGREES 01 MINUTES 34 SECONDS EAST, 360.01 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 55 DEGREES 58 MINUTES 26 SECONDS EAST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 77 DEGREES 35 MINUTES 38 SECONDS EAST, 80.02 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 34 DEGREES 01 MINUTES 34 SECONDS EAST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 10 DEGREES 58 MINUTES 26 SECONDS WEST, 66.00 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 55 DEGREES 58 MINUTES 26 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 10 DEGREES 58 MINUTES 26 SECONDS WEST, 127.91 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1110.00 FEET AND A CHORD BEARING OF SOUTH 05 DEGREES 25 MINUTES 15 SECONDS EAST,AN ARC LENGTH OF 635.24 FEET; THENCE SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, 566.06 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 680.00 FEET AND A CHORD BEARING OF SOUTH 07 DEGREES 07 MINUTES 03 SECONDS EAST,AN ARC LENGTH OF 291.78 FEET; THENCE NORTH 87 DEGREES 42 MINUTES 08 SECONDS EAST, 115.27 FEET; THENCE SOUTH 75 DEGREES 29 MINUTES 39 SECONDS EAST, 208.25 FEET; THENCE SOUTH 14 DEGREES 46 MINUTES 21 SECONDS WEST, 363.44 FEET TO THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD AS RECORDED JUNE 5, 1964 AS DOCUMENT NO. 145193; THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST,ALONG SAID NORTHERLY RIGHT OF WAY LINE,408.22 FEET; THENCE NORTH 14 DEGREES 38 MINUTES 41 SECONDS EAST, 20.00 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 59 DEGREES 42 MINUTES 31 SECONDS EAST,AN ARC LENGTH OF 39.33 FEET; THENCE NORTH 14 DEGREES 38 MINUTES 41 SECONDS EAST, 143.50 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 600.00 FEET AND A CHORD BEARING OF NORTH 03 DEGREES 35 MINUTES 08 SECONDS WEST,AN ARC LENGTH OF 381.81 FEET; THENCE NORTH 21 DEGREES 48 MINUTES 57 SECONDS WEST, 556.06 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1190.00 FEET AND A CHORD BEARING OF 10 DEGREES 21 MINUTES 43 SECONDS,AN ARC LENGTH OF 475.78 FEET; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST,201.36 FEET; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST,94.97 FEET TO A POINT THAT IS SOUTH 88 DEGREES 47 MINUTES 59 SECONDS EAST, 104.16 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 104.16 FEET TO THE POINT OF BEGINNING,IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. EXHIBIT"A" BRISTOL BAY UNIT 2 LEGAL DESCRIPTION THAT PART OF THE SOUTH HALF OF SECTION 4 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE SOUTHWEST QUARTER OF SAID SECTION 4; THENCE NORTH 89 DEGREES 05 MINUTES 22 SECONDS EAST,ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER, 1220.59 FEET; THENCE SOUTH 00 DEGREES 32 MINUTES 06 SECONDS WEST, 5.72 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 55 MINUTES 02 SECONDS EAST, 152.26 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 640.00 FEET AND A CHORD BEARING OF SOUTH 72 DEGREES 06 MINUTES 38 SECONDS EAST,AN ARC LENGTH OF 401.50 FEET; THENCE SOUTH 54 DEGREES 08 MINUTES 18 SECONDS EAST, 666.31 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 960.00 FEET AND A CHORD BEARING OF SOUTH 56 DEGREES 03 MINUTES 41 SECONDS EAST,AN ARC LENGTH OF 64.44 FEET; THENCE SOUTH 32 DEGREES 00 MINUTES 56 SECONDS WEST, 80.00 FEET; THENCE SOUTH 22 DEGREES 11 MINUTES 05 SECONDS WEST, 502.43 FEET; THENCE SOUTH 13 DEGREES 00 MINUTES 49 SECONDS WEST, 255.59 FEET; THENCE WESTERLY ALONG A NONTANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 1035.00 FEET AND A CHORD BEARING OF NORTH 83 DEGREES 39 MINUTES 29 SECONDS WEST, AN ARC LENGTH OF 264.85 FEET; THENCE SOUTH 89 DEGREES 00 MINUTES 40 SECONDS WEST, 80.06 FEET; THENCE NORTH 00 DEGREES 51 MINUTES 52 SECONDS WEST,319.98 FEET; THENCE SOUTH 89 DEGREES 00 MINUTES 40 SECONDS WEST, 331.75 FEET; THENCE NORTH 00 DEGREES 37 MINUTES 06 SECONDS EAST, 907.69 FEET; THENCE SOUTH 89 DEGREES 55 MINUTES 02 SECONDS WEST, 325.17 FEET TO THE EASTERLY RIGHT OF WAY LINE OF ILLINOIS STATE ROUTE NO. 47 AS RECORDED NOVEMBER 15, 1990 AS DOCUMENT NUMBERS 907256 AND 907257; THENCE NORTH 00 DEGREES 57 MINUTES 52 SECONDS EAST ALONG SAID EASTERLY RIGHT OF WAY LINE, 80.01 FEET TO A POINT THAT IS SOUTH 89 DEGREES 55 MINUTES 02 SECONDS WEST, 171.45 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 55 MINUTES 02 SECONDS EAST, 171.45 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS. EXHIBIT"A" BRISTOL BAY UNIT 3 LEGAL DESCRIPTION THAT PART OF THE SOUTH HALF OF SECTION 4 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 09 MINUTES 15 SECONDS EAST,ALONG THE WEST LINE OF SAID NORTHEAST QUARTER, 3046.04 FEET TO THE SOUTHWEST QUARTER OF SAID NORTHEAST QUARTER FOR THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 05 MINUTES 22 SECONDS EAST,ALONG THE NORTH LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 4, 513.48 FEET; THENCE SOUTH 00 DEGREES 25 MINUTES 38 SECONDS EAST, 104.36 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 45 DEGREES 25 MINUTES 38 SECONDS EAST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 00 DEGREES 25 MINUTES 38 SECONDS EAST, 66.00 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 44 DEGREES 34 MINUTES 22 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 00 DEGREES 25 MINUTES 38 SECONDS EAST, 479.53 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 45 DEGREES 40 MINUTES 12 SECONDS EAST,AN ARC LENGTH OF 39.48 FEET; THENCE SOUTH 00 DEGREES 07 MINUTES 26 SECONDS EAST, 80.01 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 44 DEGREES 19 MINUTES 48 SECONDS WEST,AN ARC LENGTH OF 39.06 FEET; THENCE SOUTH 88 DEGREES 47 MINUTES 03 SECONDS WEST, 80.01 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 40 MINUTES 12 SECONDS WEST,AN ARC LENGTH OF 39.48 FEET; THENCE SOUTH 89 DEGREES 05 MINUTES 15 SECONDS WEST, 194.88 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF NORTH 74 DEGREES 26 MINUTES 55 SECONDS WEST,AN ARC LENGTH OF 597.69 FEET; THENCE NORTH 32 DEGREES 00 MINUTES 56 SECONDS EAST, 80.00 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 960.00 FEET AND A CHORD BEARING OF NORTH 56 DEGREES 03 MINUTES 41 SECONDS WEST,AN ARC LENGTH OF 64.44 FEET; THENCE NORTH 54 DEGREES 08 MINUTES 18 SECONDS WEST, 666.31 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 640.00 FEET AND A CHORD BEARING OF NORTH 72 DEGREES 06 MINUTES 38 SECONDS WEST,AN ARC LENGTH OF 401.51 FEET; THENCE NORTH 00 DEGREES 32 MINUTES 06 SECONDS EAST, 5.72 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 4 THAT IS SOUTH 89 DEGREES 05 MINUTES 22 SECONDS WEST, 1427.84 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 05 MINUTES 22 SECONDS EAST,ALONG THE NORTH LINE OF SAID SOUTHWEST QUARTER, 1427.84 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS. EXHIBIT"A" BRISTOL BAY UNIT 4 LEGAL DESCRIPTION THAT PART OF THE SOUTH HALF OF SECTION 4 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 09 MINUTES 15 SECONDS EAST,ALONG THE WEST LINE OF SAID NORTHEAST QUARTER, 3046.04 FEET TO THE SOUTHWEST QUARTER OF SAID NORTHEAST QUARTER; THENCE CONTINUING SOUTH 00 DEGREES 09 MINUTES 15 SECONDS EAST, ALONG THE WEST LINE OF THE SOUTHEAST QUARTER OF SAID SECTION 4,782.29 FEET FOR THE PONT OF BEGINNING; THENCE EASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF SOUTH 84 DEGREES 53 MINUTES 35 SECONDS EAST,AN ARC LENGTH OF 218.53 FEET; THENCE NORTH 89 DEGREES 05 MINUTES 15 SECONDS EAST, 194.88 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A CHORD BEARING OF SOUTH 45 DEGREES 40 MINUTES 12 SECONDS EAST, AN ARC LENGTH OF 39.48 FEET; THENCE NORTH 88 DEGREES 47 MINUTES 03 SECONDS EAST, 80.01 FEET; THENCE SOUTH 00 DEGREES 25 MINUTES 38 SECONDS EAST, 361.29 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF SOUTH 05 DEGREES 16 MINUTES 24 SECONDS WEST,AN ARC LENGTH OF 206.95 FEET; THENCE SOUTH 10 DEGREES 58 MINUTES 26 SECONDS WEST,252.40 FEET; THENCE NORTH 77 DEGREES 35 MINUTES 38 SECONDS WEST, 80.02 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 55 DEGREES 58 MINUTES 26 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 79 DEGREES 01 MINUTES 34 SECONDS WEST, 360.01 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 840.00 FEET AND A CHORD BEARING OF NORTH 73 DEGREES 16 MINUTES 54 SECONDS WEST,AN ARC LENGTH OF 168.43 FEET; THENCE NORTH 67 DEGREES 32 MINUTES 15 SECONDS WEST, 301.19 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1035.00 FEET AND A CHORD BEARING OF NORTH 71 DEGREES 55 MINUTES 56 SECONDS WEST,AN ARC LENGTH OF 158.79 FEET; THENCE NORTH 13 DEGREES 00 MINUTES 49 SECONDS EAST, 255.59 FEET; THENCE NORTH 22 DEGREES 11 MINUTES 05 SECONDS EAST, 502.43 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF SOUTH 68 DEGREES 25 MINUTES 44 SECONDS EAST,AN ARC LENGTH OF 379.16 FEET TO THE POINT OF BEGINNING,IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS. EXHIBIT"A" BRISTOL BAY UNIT 5 LEGAL DESCRIPTION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 4 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 14 MINUTES 27 SECONDS EAST,ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER,725.05 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 00 DEGREES 14 MINUTES 27 SECONDS EAST,ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER, 80.01 FEET; THENCE SOUTH 89 DEGREES 05 MINUTES 15 SECONDS WEST,928.88 FEET; THENCE SOUTH 00 DEGREES 54 MINUTES 45 SECONDS EAST, 787.93 FEET; THENCE NORTH 69 DEGREES 20 MINUTES 36 SECONDS WEST, 131.00 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 238.00 FEET AND A CHORD BEARING OF NORTH 56 DEGREES 30 MINUTES 47 SECONDS WEST, AN ARC LENGTH OF 297.89 FEET; THENCE NORTH 87 DEGREES 37 MINUTES 51 SECONDS WEST 58.52 FEET; THENCE SOUTH 25 DEGREES 57 MINUTES 51 SECONDS EAST, 147.72 FEET; THENCE SOUTH 84 DEGREES 19 MINUTES 41 SECONDS WEST,200.84 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST,490.00 FEET; THENCE NORTH 81 DEGREES 54 MINUTES 19 SECONDS WEST, 147.31 FEET; THENCE NORTH 10 DEGREES 58 MINUTES 26 SECONDS EAST, 113.96 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 61 DEGREES 33 MINUTES 01 SECONDS EAST,AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 79 DEGREES 01 MINUTES 34 SECONDS WEST, 226.00 FEET; THENCE NORTH 10 DEGREES 58 MINUTES 26 SECONDS EAST, 66.00 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 34 DEGREES 01 MINUTES 34 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 10 DEGREES 58 MINUTES 26 SECONDS EAST,231.47 FEET; THENCE NORTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 1040.00 FEET AND A CHORD BEARING OF NORTH 05 DEGREES 16 MINUTES 24 SECONDS EAST, AN ARC LENGTH OF 206.95 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 38 SECONDS WEST, 361.29 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 44 DEGREES 19 MINUTES 48 SECONDS EAST, AN ARC LENGTH OF 39.06 FEET; THENCE NORTH 00 DEGREES 07 MINUTES 26 WEST, 80.01 FEET TO A POINT THAT IS SOUTH 89 DEGREES 05 MINUTES 15 SECONDS WEST,2108.30 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 05 MINUTES 15 SECONDS EAST, 2108.30 FEET TO THE POINT OF BEGINNING,IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS. EXHIBIT"A" BRISTOL BAY UNIT 6 LEGAL DESCRIPTION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 4 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHEAST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE SOUTH 00 DEGREES 14 MINUTES 27 SECONDS EAST,ALONG THE EAST LINE OF SAID SOUTHEAST QUARTER, 725.05 FEET; THENCE SOUTH 89 DEGREES 05 MINUTES 15 SECONDS WEST,2108.30 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 40 MINUTES 12 SECONDS WEST,AN ARC LENGTH OF 39.48 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 38 SECONDS WEST,479.53 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 44 DEGREES 34 MINUTES 22 SECONDS EAST, AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 38 SECONDS WEST, 66.00 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 25 MINUTES 38 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE NORTH 00 DEGREES 25 MINUTES 38 SECONDS WEST, 104.36 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER THAT IS SOUTH 89 DEGREES 05 MINUTES 22 SECONDS WEST,2135.87 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 89 DEGREES 05 MINUTES 22 SECONDS EAST, 2135.87 FEET TO THE POINT OF BEGINNING,IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY,ILLINOIS. EXHIBIT"A" • BRISTOL BAY UNIT 7 LEGAL DESCRIPTION THAT PART OF THE SOUTHEAST QUARTER OF SECTION 4, AND PART OF THE NORTHEAST QUARTER OF SECTION 9 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 89 DEGREES 04 MINUTES 34 SECONDS EAST, ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER, 517.66 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 21 DEGREES 49 MINUTES 00 SECONDS WEST, 152.58 FEET; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1110.00 FEET AND A CHORD BEARING OF NORTH 05 DEGREES 25 MINUTES 15 SECONDS WEST,AN ARC LENGTH OF 635.24 FEET; THENCE NORTH 10 DEGREES 58 MINUTES 26 SECONDS EAST, 127.91 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 55 DEGREES 58 MINUTES 26 SECONDS EAST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 79 DEGREES 01 MINUTES 34 SECONDS EAST, 226.00 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 55 DEGREES 58 MINUTES 26 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 10 DEGREES 58 MINUTES 26 SECONDS WEST, 113.96 FEET; THENCE SOUTH 81 DEGREES 54 MINUTES 19 SECONDS EAST, 147.31 FEET; THENCE NORTH 89 DEGREES 51 MINUTES 34 SECONDS EAST,490.00 FEET; THENCE NORTH 84 DEGREES 19 MINUTES 41 SECONDS EAST,200.84 FEET; THENCE NORTH 25 DEGREES 57 MINUTES 51 SECONDS WEST, 147.72 FEET; THENCE SOUTH 87 DEGREES 37 MINUTES 51 SECONDS EAST, 58.52 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 238.00 FEET AND A CHORD BEARING OF NORTH 56 DEGREES 30 MINUTES 47 SECONDS EAST,AN ARC LENGTH OF 297.89 FEET; THENCE SOUTH 69 DEGREES 20 MINUTES 36 SECONDS EAST, 131.00 FEET; THENCE SOUTH 20 DEGREES 05 MINUTES 21 SECONDS WEST, 120.36 FEET; THENCE SOUTH 24 DEGREES 40 MINUTES 44 SECONDS EAST,75.23 FEET; THENCE SOUTH 20 DEGREES 59 MINUTES 09 SECONDS EAST, 77.05 FEET; THENCE SOUTH 17 DEGREES 08 MINUTES 23 SECONDS EAST, 77.05 FEET; THENCE SOUTH 74 DEGREES 46 MINUTES 59 SECONDS WEST, 135.00 FEET; THENCE SOUTH 64 DEGREES 37 MINUTES 29 SECONDS WEST,93.85 FEET; THENCE SOUTH 73 DEGREES 45 MINUTES 42 SECONDS WEST, 36.17 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1028.00 FEET AND A CHORD BEARING OF SOUTH 75 DEGREES 41 MINUTES 46 SECONDS WEST, AN ARC LENGTH OF 69.41 FEET; THENCE SOUTH 12 DEGREES 22 MINUTES 10 SECONDS EAST,83.52 FEET; THENCE SOUTH 05 DEGREES 51 MINUTES 10 SECONDS EAST,67.52 FEET; THENCE SOUTH 01 DEGREES 06 MINUTES 59 SECONDS EAST, 67.52 FEET; THENCE SOUTH 03 DEGREES 37 MINUTES 13 SECONDS WEST, 67.52 FEET; THENCE SOUTH 08 DEGREES 21 MINUTES 24 SECONDS WEST, 67.52 FEET; THENCE SOUTH 26 DEGREES 14 MINUTES 21 SECONDS WEST, 140.66 FEET; THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST, 140.00 FEET; THENCE NORTH 74 DEGREES 29 MINUTES 33 SECONDS WEST, 67.35 FEET; THENCE NORTH 62 DEGREES 11 MINUTES 15 SECONDS WEST,61.67 FEET; THENCE NORTH 46 DEGREES 13 MINUTES 13 SECONDS WEST 61.67 FEET; THENCE NORTH 30 DEGREES 15 MINUTES 12 SECONDS WEST, 61.67 FEET; THENCE NORTH 21 DEGREES 49 MINUTES 17 SECONDS WEST, 69.76 FEET; THENCE NORTH 05 DEGREES 05 MINUTES 47 SECONDS WEST,79.40 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST, 149.96 FEET; THENCE SOUTH 88 DEGREES 43 MINUTES 57 SECONDS WEST,66.00 FEET; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 278.00 FEET AND A CHORD BEARING OF NORTH 00 DEGREES 42 MINUTES 15 SECONDS WEST,AN ARC LENGTH OF 5.47 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 26 SECONDS WEST, 100.83 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 08 MINUTES 26 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST,244.84 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 42 DEGREES 55 MINUTES 25 SECONDS WEST,AN ARC LENGTH OF 40.96 FEET; THENCE SOUTH 04 DEGREES 37 MINUTES 14 SECONDS EAST, 18.78 FEET; THENCE SOUTH 84 DEGREES 46 MINUTES 15 SECONDS WEST, 197.00 FEET; THENCE SOUTH 07 DEGREES 16 MINUTES 34 SECONDS EAST,77.21 FEET; THENCE SOUTH 11 DEGREES 45 MINUTES 02 SECONDS EAST, 91.58 FEET; THENCE SOUTH 16 DEGREES 22 MINUTES 16 SECONDS EAST, 82.73 FEET; THENCE SOUTH 21 DEGREES 17 MINUTES 25 SECONDS EAST, 80.72 FEET; THENCE SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, 390.00 FEET; THENCE SOUTH 68 DEGREES 11 MINUTES 03 SECONDS WEST, 5.00 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 66 DEGREES 48 MINUTES 57 SECONDS WEST,AN ARC LENGTH OF 39.27 FEET TO A POINT THAT IS SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, 231.82 FEET FROM THE POINT OF BEGINNING; THENCE NORTH 21 DEGREES 48 MINUTES 57 SECONDS WEST, 231.82 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS. °(dit 52 Wheeler Road • Sugar Grove,IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eelweb.com E ngineering E nterprises, Inc. July 21, 2005 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay P.U.D. Units 1-7, Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced Final Plats: • Application and Petition for Final Plat approval for Bristol Bay Units 1-7 dated July 5, 2005. • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 1, prepared by Smith Engineering Consultants, Inc., containing 3 sheets with latest revision date of July 9, 2005. • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 2, prepared by Smith Engineering Consultants, Inc., containing 4 sheets with latest revision date of July 9, 2005. • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 3, prepared by Smith Engineering Consultants, Inc., containing 4 sheets with latest revision date of July 9, 2005. • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 4, prepared by Smith Engineering Consultants, Inc., containing 2 sheets with latest revision date of July 9, 2005. • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 5, prepared by Smith Engineering Consultants, Inc., containing 2 sheets with latest revision date of July 9, 2005. G:1Public\Yorkville12004\Y00405 Centex Homes-Galena Road ldocsllwywrot06-FinalPlat01.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 6, prepared by Smith Engineering Consultants, Inc., containing 2 sheets with latest revision date of July 9, 2005. • Final Plat of Subdivision for Bristol Bay P.U.D. Unit 7, prepared by Smith Engineering Consultants, Inc., containing 2 sheets with latest revision date of July 9, 2005. • IHPA clearance letter (Log #006102804) dated November 22, 2004 for the entire Bristol Bay project site. • IDNR Consultation Agency Action Report, Consultation Terminated, (Project Code 0501680) dated November 5, 2004 for the Bristol Bay project site. Our review of these plans is to generally determine the plat's compliance with City of Yorkville ordinances and whether the proposed plats and associated improvements will conform to existing City systems and equipment. This review and our comments do not relieve the surveyor from his duties to conform to all required statutes, codes, regulations, and acceptable standards of professional land surveying practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for errors or omissions on the plats. We offer the following comments: Comments common to all Units 1. Gaps in the lot numbering sequences within a particular unit should be noted. 2. Except for Unit 1, a minimum scale of 1"=60' should be utilized for clarity due to the size of the lots. 1n=100' is not appropriate and some of the text size is well below the minimum recommended size of 0.08 inch. Also, no lines, text or dimensions within the unit being platted should be lightened in intensity. Contrasts should be achieved by line types and thicknesses. 3. It is not necessary to show the acreage of the single family and other small lots. 4. The standard note box on all sheets where it appears for all Units should be revised as follows: a. The abbreviations D.E., U.E. and D. & U. E. should be deleted. b. The City's standard designation P.U. & D.E. for Public utility and Drainage Easement should be added. c. The proper"existing zoning" should be indicated. d. Note 6 should be revised to state the accuracy provided for the lot areas, e.g., "to the nearest square foot". This comment applies also to the note under the scale on Sheet 1 of Unit 1. G:\Public\Yorkville\2004WO0405 Centex Homes-Galena Roadhdocs\Iwywrot06-FinalPlat01.doc 5. Easements should be clearly shown, labeled and dimensioned on the lots or, where appropriate, in a typical lot detail on the plats. 6. Any non-typical easement must be shown and dimensioned. 7. Yorkville's Public Utility and Drainage Easement provisions, in addition to the ComEd provisions shown, should be added to the certificate page or elsewhere on each plat. 8. If any public trails or pedestrian ways traverse any of the Units, the standard Pedestrian and Bike Trail Easement provisions should be added to the plat. 9. Final comments regarding necessary easements for City utilities will be provided upon completion of engineering improvement plan review. 10. Lot sizes, setbacks and all yard requirements should be review by the City Building and Zoning Administrator prior to Final Plat approval. 11. Lots to be conveyed following plat recording to an H.O.A., the School District or the City should contain the language "To be conveyed" to 12.The Kendall County Plat Officer certificate should be removed. 13. The year in the City Engineer's Certificate should be made current. 14.The Kendall County"Notice of Fees" language should be removed. 15. If any of these units are subject to a Special Service Area for infrastructure financing, the following language shall be clearly displayed on the plat with the proper ordinance and recording information filled in: "All lots within this subdivision are included within the United City of Yorkville Special Service Area Number 2005-_ and are subject to an annual tax levy in accordance with the provisions of City Ordinance No. 2005- , "An Ordinance Establishing United City of Yorkville Special Service Area Number 2005- "adopted by the City Council on , 2005 and filed for record in the Recorder's Office of Kendall County on , 2005 as Document Number 16. In the Surveyor's certificate, I believe the appropriate panel numbers, depending on the specific location of the Unit in question is either 0010C or 0020C. Also, the flood hazard area statement should be revised to read as follows: I FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 170341-0010C, (or 170341-0020C, or both) DATED, MAY 19, 1997. ALL OF THE PROPERTY IS LOCATED IN ZONE C, AREAS OF MINIMAL FLOODING. G:1PubIiclYorkville120041YO0405 Centex Homes-Galena Road\docs\Iwywrot06-FinalPlat01.doc Unit 1 17. The dotted hatching designating Public Utility and Drainage Easement areas is not consistent as to intensity and clarity and should be revised or corrected. 18. The intensity of the dimensions should not be scaled back anywhere. Unit 2 19. Roadway Easement Provisions (R.E.) should be added to the Plat. Unit 3 20. Roadway Easement Provisions (R.E.) should be added to the Plat. Unit 5 21. The second and third courses after the point of beginning in the legal description do not match the plat courses and should be corrected. Unit 6 22. Some dimensions are obscured by street names. This will be easily corrected by enlarging the scale of the plats as requested. Our review of these Final Plats will continue as the above comments are addressed. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. "---- 711(4 / i , John T. Whitehouse, P.E., P.L.S. Senior Project Manager pc: JWF, EEI Kevin J. Biscan, P.E., P.L.S., SEC @ 630-553-7646 Kevin Stough, Centex Homes @ 847-783-6303 G:1PublicWorkville120041Y00405 Centex Homes-Galena Roadldocs\Iwywrot06-FinalPlatOl.doc R: ..- -cic, -.-7)s---- 2`��0 �r o United City of Yorkville Memo AD-.' �` 800 Game Farm Road EST. 1. ,-,. 1836 Yorkville, Illinois 60560 P1.11..k c°-94:y" 4Telephone: 630-553-4350 L 0. Fax: 630-553-7575 Date: t i ,i , , r- --t C To: 0 i i ('( ( , t. ( L. From: / O 1_i 1 / II ' l i Agenda Item: �i. t ( r- '.< #-:t- is ,' c',; t 711.,_ ti. .(' ..,f,N X6-4- r:)1. i S- L,L 1_.--,e- C�(,_ was not available at the time packets were produced. This item will be available -1 (A-(- c_.((_G \, I L` L- -/ '4((,,,)(--,k' and distributed in a supplemental packet. Any questions please contact L t KE (L___ _, rrC_ Jul .27 . 2005 2 : 12PM No . 9064 P . 2/4 Sclioppe Vesiin Associates, Inc. Landscape Architecture and Land Planning 126 S. Main St. Ph. (630) 551-3355 Oswego, IL 60543 Fax(630) 551-3639 July 27,2005 MEMORANDUM To:Tony Graff, City Administrator-City of Yorkville From: Mike Schoppe-Schoppe Design Associates,Inc. Re: Bristol Bay,Final Plat Units 1 -7 We have reviewed the Final Plats for Units 1 thru 7 dated 7/9/2005 prepared by Smith Engineering Consultants and provide the following comments: General 1. In order to complete our review, we will need copies of the exhibits listed on page 62 of the annexation agreement. 2. The last Preliminary P.U.D. Plan and Plat that we reviewed is dated 3/15/2005. The annexation agreement on page 7, references the same Preliminary Plat last revised on March 15`x", 2005. We need to have clarified if the staff comments of the March 15t plans where to be included in the plans as approved by City Council. If the comments were to be incorporated,is there a more current copy of the Preliminary Plat that we should be reviewing the Final Plats against? Unit 1 I. Identify ownership of lot 1704. 2. Revise note 7 to identify existing zoning as R-4 P.U.D. 3. Identify setbacks on the plat. Page 1 of 3 Ju1 . 27 . 2005 2 : l2PM No •9064 P. 3/4 Unit 2 1. Change graphic scale to 1"=50' 2. Revise note 7 to identify existing zoning as R-3 P.U.D. 3. Correct setback line along east property line of lot 43 on sheet 3 of 4. 4. Change setback line along Bertram Drive from 25' to 30' on lot 43. 5. Access easements over the"courts"that come off of the private street need to be added or the roadway easement needs to be expanded to cover these areas. Unit 3 1. Revise note 7 to identify existing zoning as R-3 P.U.D. 2. Access easements over the"courts"that come off of the private street need to be added or the roadway easement needs to be expanded to cover these areas. Unit 4 1. Revise note 7 to identify existing zoning as R-2 P.U.D. Unit 5 1. Revise note 7 to identify existing zoning as R-2 P.U.D. Unit 6 1. Revise note 7 to identify existing zoning as R-2 P.U.D. 2. Preliminary plan has 49 lots for this area. The final plat has 51 lots. 3. The school site on lot 1675 is to be dedicated or conveyed simultaneously with the approval of Unit 6 Final Plat,and should be so noted on the plat. 4. The school site has decreased in size by 0.22 acres. Is this an issue to the City? Unit 7 1. Revise note 7 to identify existing zoning as R-2 P.U.D. Page 2 of 3 Jul • 21 • 2005 2 : 13PM No • 9064 P. 4/4 We will continue our review of these final plats once we receive the approved exhibits to the annexation agreement. Please feel free to call if you have questions or comments. Cc: Mayor Art Prochaska,City of Yorkville Joe Wywrot, City Engineer, C.O.Y. Liz D'Anna,Deputy Clerk, C.O.X. Laura Brown, Executive Director of Parks&Recreation,C.O.Y. Eric Dhuse, Director of Public Works, C.O.X. Anna Kurtzmann,Zoning Coordinator,C.O.Y. John Whitehouse, Engineering Enterprises Kris Anderson,Land Development Manager,Centex Homes Pete Huinker,Director of Operations, Smith Engineering Page 3 of 3 Ri.:,",(;-0 0 2,��D CO). United City of Yorkville J .r County Seat of Kendall County ° `- 800 Game Farm Road EST. _; ;'183b �_ Yorkville, Illinois, 60560 . _iJ Telephone: 630-553-4350 % '' ti) Fax 630-553-7575 '."`°."�� Website: www.yorkville.il.us July 27, 2005 TO: Tony Graff, City Administrator FROM: Anna B. Kurtzman, Zoning Coordinator�� SUBJECT: Bristol Bay Final Subdivision Plat for Units 1 —7 Dated: July 7, 2005 Staff has reviewed the documents identified above for compliance with the zoning code and the approved annexation agreement. Based upon this review we offer the following comments: General 1. Note# 7 in the note box incorrectly identifies the zoning of the property and should be corrected. This property has been annexed. The zoning of these units ranges from R-2, R-3 and R-4, not the A-1 reflected in the note. 2. Sheet 14 of the preliminary plat (dated March 15, 2005)provides zoning setbacks, building separations, and, in the case of parcels zoned R-3 and R-2, permitted obstructions. As these permitted obstructions differ from those listed in the zoning code the pennitted obstructions should be listed on each plat. This note should also clarify— are these the only obstructions that are permitted or are these in addition to those outlined in the zoning code? 3. At the bottom of the last sheet (for each unit) there is a note referring to paying Kendall County Land Cash fees. Should this note be on this plat? 4. Also on the bottom of the last sheet (for each unit) there are notes implying that this document is a plat of survey. Staff defers to engineering regarding this,however, be believe this text should be removed. 5. For Units 4 thru 7: The preliminary plat notes that side yard setbacks in the R-2 district is either 10 feet or 7.5 feet if there is a three car garage. The typical detail shown on each of these plats expands this exception to include ranch homes. As a ranch home exception was not called out in the annexation agreement staff is recommending that this provision T. Graff Bristol Bay Units 1-7 July 27, 2005 Page 2 of 3 be removed from each plat(thus leaving the typical detail note to reflect a 10 foot side yard setback or a 7.5 foot side yard back for homes with a three car garage). 6. The preliminary plat states that the minimum lot area per dwelling is 9,000 sq ft for up to 50% of the lots. The applicant should demonstrate how this is being met—how many lots of the total are below 12,000 sq ft (the benchmark for determining the 50%). Unit 1 1. What is the zoning for Lot 1685 (fire station)? Staff believes that it should be R-2 but the applicant should review the legal description assigning zoning and confirm this. Once the zoning has been confirmed, the plat should be modified to identify the appropriate setbacks. 2. The minimum zoning setbacks and building separations should be noted on the plat. 3. The dimensions of lot separations should be noted, especially between lots: a. 1630 and 1631 b. 1632 and 1633 c. 1651 and 1652 d. 1659 and 1660 4. The northeast corner of lot 1630 appears close to the ROW. Please have the developer confirm the distance between these two points. 5. The Fire District should provide comments regarding the 10-foot wide ROW dedication occurring to the west of Lot 1628. Will rescue equipment be able to provide adequate protection with this amount of ROW? Unit 2 1. The lot sizes of several lots do not match the lot sizes reflected on the adopted preliminary plat (dated March 15, 2005). Most of these lots deviate by approximately 200 square feet, however, lot 34 is 1,014 sq ft less than what is listed on the preliminary plat. 2. The individual townhome lots apparently do not have a spatial relationship with the rest of the subdivision. Staff recommends that the dimensions between these lots and the property lines of the underlying lots be provided. 3. There are a number of lots where the building setback line cuts through the townhome lot that may significantly impact the location of the home. (Lots 319 and 324 in particular may be problematic.) Staff does not have engineering plans to compare the location of • T. Graff Bristol Bay Units 1-7 July 27, 2005 Page 3 of 3 the proposed homes in relationship to the building setback and lot lines. The applicant should be reminded to closely review their product to the lots and building setback lines to ensure that their product will be able to fit all requirements. Unit 3 1. A dimension between the eastern building setback line and the eastern property line was not provided on Lot 3. Unit 5 1. The developer should be aware that, by definition, Rosenwinkel Street will be considered the front (for zoning purposes) of Lot 1679. As such the 30 foot front yard setback will be off of Rosenwinkel, the 20 foot corner side yard will be off of Bristol Bay Drive. 2. The City should be aware that lot 1706 (a 3,839 sq ft lot at the southeast corner of Bristol Bay Dr and Bertram Dr) is being conveyed to the HOA. On the preliminary plat this lot did not exist as a separate lot but was part of a larger lot (lot 1695 of the preliminary plat) that is to be conveyed to the City. Unit 6 1. There are a number of changes between what is shown on the preliminary plat and the final plat for this Unit, including adding two lots (lots 1013 and 1707). Lot 1707 is to be conveyed to the HOA while 1013 is to be conveyed to a homeowner for a single-family home. 2. The lot widths between lots 986 —991 and 998 — 1010 do not match those listed on the preliminary plat. For lots 986- 991, these deviations can be explained due to making the lot lines more perpendicular with the street and by the addition of lot 1707. However, the applicant should provide an explanation as to why the lot widths have changed along Timbalier St. Unit 7 1. The applicant should provide an explanation as to why the lot widths for lots 1209, 1207 and 1206 differ from the preliminary plat. /abk filename: C:\Documents and Settings\Anna\My Documents\Bristol Bay\7-26-05Platsl-7.doc orA--11:([(-4_ it- co_ TY ofNDAL ' PLANNING, BUILDING & ZONING DEPARTMENT 111 WEST FOX STREET-ROOM 316 YORKVILLE, ILLINOIS 60560-1498 R 19 1841 Y � �� 630/553-4141 • FAX 630/553-4179 LFEBR -%---------- Mr. Art Prochaska, Mayor July 15, 2005 United City of Yorkville 800 Game Farm Rd Yorkville, IL 60560 RE: Lisbon& Seward Township Land Resource Management Plan Update- Workshop Meetings Dear Art: We are pleased to announce that the Planning, Building and Zoning Sub-Committee of the Kendall County Board has directed its staff to commence work on updating the Lisbon and Seward Township portions of the Kendall County Land Resource Management Plan(LRMP). Our consultants at Teska Associates have collected background data and information and have developed an initial draft plan. We are writing to invite you to participate in the initial workshop meetings scheduled to be held in each of the affected townships during early August. During these meetings the background analysis will be reviewed, along with preliminary land use concepts and alternatives. The purpose of these meetings is to solicit input from the affected townships, municipalities and their respective residents. Based on community input, the plan will be revised and supporting text and tables developed. The refined version of the draft plan will then be reviewed and further refined following a series of additional meetings prior to scheduling a formal public hearing on a final version of the draft plan which is tentatively scheduled to take place in December of 2005. The County's Ad-Hoc Zoning Committee has scheduled the first workshop for the evening of August 3, 2005 in Lisbon Township. The meeting will be held at 6:30 PM in Lisbon/Seward Fire Station No. 2 located at 6410 Chicago Road, Plattville, IL. The second workshop will take place on August 4, 2005 at 6:30 PM in the Seward Township Hall. The Township Hall is located at 2870 Route 52 which is on the south side of Route 52 immediately adjacent to the Aux Sable Creek. As the plan is reviewed and refined over the next several months, we will provide you with further updates and an opportunity to comment and provide additional input. Attached for your review in advance of the upcoming meetings is a series of maps identifying the planning issues and the preliminary draft of the proposed future land use plan for the two affected townships. Please review this information in advance of the meetings and be prepared to ask questions and provide input. In the interim, should you have any questions regarding this matter,please feel free to contact me at(630) 553-4138. Sincerely, de Iy Aq,udgeon, AIC'P Director C: John Church,Kendall County Board Chair Jeff Wilkins, County Administrator Anne Vickery, PBZ Committee Chair Mike Hoffman, TAI Randy Mohr. Chairman, KCRPC Attachments rE000RE RD. '-._--- --— r__- —7.::-7,-;- _ - -7 ----7 ------ Rv. 31:,,Ii I ,r 6, -- -- I L ra; _�--�R RD .rte-- .J 4 DELI-,:R - �T�� 11_11‘..1,„t m; €- i�_� 1 -L ----. _ al 1 _ - -_ u, � N Awa-.;RD. __ - ? -1 m, I I - _ . ,...7„...-„,� Y� r I $ t 1�. 1 N y RD. & 1 I I` PLOT'• E • • •III o ,-- I I /F"'1 a t 6P 1 '., ----- - -- 1 L- I r,�,";..�� L, /LLE '-m--- --- LQ� I F_ F _I - I61 4..:-,,,,>-,7.,,:A �` 1 • I 1 1 --I - -- - r _- - -`r _ra-A _ - L _ fllc -- _.. ---- -- - ' _ __ _. -- r--_ _ V T - I �;i. .r,:, E...._.M� :R 0 a - 11 t ,� L'''''' '''' - _— _I__ '�� I �pT I- - - 1 h ;II.'-Tt11-1- �I a� 1 I - _ ,680�'I G�NTE- D ~ C1 IY - 1 J j F - _y ---. 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I GR,INDY GOJ,Irl , A' £A� K ? .i h°: ., I : ra=t i LEGEND KENDALL COUNTY,ILLINOIS I I Single Family Residential 1 I Agricultural NEM Expressway(Interstate 80) ii 500 June 2005 acres ( j Farmstead Municipality Arterial Roads Commercial I• • •I ComEd Utility Right-Of-Way Major Collector Roads Industrial TownshipBoundaries Minor Collector Roads loos DRAFT Municipal/Institutional ----Boundary Agreement Lines 0 1/4 1/2 t Existing Land11d USe Mdp r Public Recreation/Parks Scale in Maes 7711111111111711 LISBON&SEWARD TOWNSHIPS i.....----.__1 T E SA A .a-,-.0 a,-TOums'.P 7-.W1/1.-.1l } THEODORE KENv�-L TOLLNSHIP r`^� Rte' 1-` �. �° ' .� }'it! 1 ELMAR II I � v ill \ t -- - o � \ I I ` > a �• se,�� `sem it, `\ F } = is, D KE tpp � r J-, - d "�' LL, -- LOGON _ _ __ /�` _ _ �r \ ` — - I , - OFT( ERI - --- - -�_1 - -'a _ ;; .� o T. N I— J _,_ r Imy � 1 ao. a l • ,,,.`r' - - _ _ - iii — � � .- r - P � � - ROUT 5? ftm If 5 1r' EUs Eu_5.5100LRD " - - �� o I aDFe limo 1 T �i o n L-L"---- . 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PCT`8NTIAC " °I 4111°r7 �- a it - - __ St CT —` 1 I } iii r (i f' (I ° �_ d �° II' i. .u_ M� -v - .�� 1 \.;-=,- -- ii;),,/7-:iL — +- • '�+4 i- w. el GJ tis# _ �.f� rseik a I __ th -_-11:1-_:1;•-•-'=--),(`‘.71- *(r: ---L----1-'"(11-7 ,-- - T- i -TA ,;\\ ,,,,.„;, . . 1 , yy�J b- TT L a k ,/ � F LEGEND KENDALL COUNTY,ILLINOIS Planned Rural Estate Residentialu Mining Agricultural Expressway(Interstate 80) Scenic Routes E sooacres July 2005 (max 0.45 du/acl -- Planned Rural Residential Mining District Municipality m Arterial Roads -- Multi-Use Trails (max o_bs do/ad . -- DRAFT Suburban Residential ope MINPublic/Institutional •--_- ComEdUtilityRight-Of-Way Major Collector Roads a005 (max 1.00du/acifdevelopedinCounty) CFgXuture Land Use __ c inor R ads ,c, Commercial ®PrivateRecreaion Recreation/Park —--—Township Boundaries Pro posed ree Collector adfor approval July 24,2002 scale inM1es0 �1/4 p l_....---- .— Mixed Transportation& Plan Mixed Use Business Private Recreation Boundary Agreement Lines Proposed Prairie ParkwayCorridor l �, LISBON (C p pp ) y rESKA VILLAGE OF LISBON VILLAGE OF LISBON Area within 1-1/2 Mile Planning Boundary y Area within Municipal Limits 1_ off- -9' { LI BCN C TE_ _—. i 47E __- 1 ' f----_ __.. _.i- _ _ J s � ___I -_ _ tt�u_l }___ __,� 1580 �- I I s I RO oEED PRAIRIE PLRKW�+Y __--- i -. i.. 7n - 1 Route 52 414 O R _ I ! 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SHE RILL RD 111 °' cRUNOI COUNT, LEGEND KENDALL COUNTY,ILLINOIS I I Single Family Residential —Public Recreation/Parks Expressway(Interstate 80) iiJune 2005 I I Farmstead I ]Agricultural Arterial Roads Commercial 1-• • -j ComEd Utility Right-Of-Way im Major Collector Roads DRAFT Agricultural Commercial - - •Township Boundaries Minor Collector Roads Village of Lisbon Industrial •• 1.1■ Municipal Boundary IIII IIIIII I Proposed Prairie ParkwayCorridor 17 Existing Land Use Map a" Municipal/Institutional - Lisbon 1-1/2 Mile Planning Boundary CorrldorP'oteceonMaprecordedrorapprovaUulyza,zoozl LISBON&SEWARD TOWNSHIPS T I h VILLAGE OF LISBON VILLAGE OF LISBON Area within 1-1/2 Mile Planning Boundary Area within Municipal Limits 0 — P' N" AL t . -`d�'--�—� • EE : � —- „t ( ��- i----, y, _.. ofWA 3. L \1 .. – - � � a –:,.. .. Y • i • ' .w. 2 3 I 2 ./. = 1 c3 \ TI 1 FOTTNI ITL Y n I . �1 uT 111 r , _ rJININ - � 3111\41 . 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Mining Agricultural =NM Expressway(Interstate 80) Scenic Routes Planned Rural Residential Mining District Municipality Arterial Roads -__ Multi-Use Trails (max 0.65du/ac) a .-.._._-_, p Suburban Residential I Public/Institutional --_—•- ComEd Utility Right-Of-Way Major Collector Roads DRAFT (max 1.00 du/ac if developed In County) Village of Lisbon _ Commercial _Public Recreation/Park Township Boundaries Minor Collector Roads Future Land Use Map —7- Mixed Use Business Private Recreation — - - —Lisbon 1-1/2 Mile Planning Boundary ---....._.-_-"Proposed Prairie Parkway Corridor LISBON&SEWARD TOWNSHIPS (Corridor Protection Map recorded for approval July 24,2002) T E%k A