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Plan Commission Packet 2006 09-13-06 IZjr c United City of Yorkville 800 Game Farm Road EST. ,m `s ,ass Yorkville, Illinois 60560 Telephone: 630-553-4350 L4,7 p Fax 630-553-7575 LE PLAN COMMISSION AGENDA Wednesday, September 13, 2006 City Council Chambers 800 Game Farm Road Meeting Called to Order: 7:00 p.m. Roll Call: Previous Meeting Minutes: --------------------------------------------------------------------------------------------------------------------- Old Business: None Public Hearings: 1. PC 2006-59 Susan Kritzberg and Gary Kritzberg,petitioners, have filed an application with the United City of Yorkville,Kendall County, Illinois requesting rezoning from the United City of Yorkville R-2 Two Family Residence District to the United City of Yorkville B-2 General Business District. The real property consists of approximately .2938 acres located at 101 E. Center Street, Yorkville in Kendall County, Illinois. New Business: 1. PC 2006-59: Susan and Gary Kritzberg Action Item ■ Rezoning 2. PC 2006-26: Cobblestone Action Item ■ Preliminary Plan ., I 3. PC 2006-50: Prairie Pointe Action Items ■ Preliminary Plan ■ Final Plat 4. PC 2006-57: Prestwick of Yorkville Action Item ■ Final Plat 5. PC 2006-63: Kendallwood Estates Action Item ■ Final Plat Presentations: 6. PC 2006-60: Walnut Enclave ■ Concept Plan Presentation 7. PC 2006-78: Rob Roy Falls ■ Concept Plan Presentation Plan Council Aug. 14,2006 Attendees: John Crois,Interim City Administrator Joe Wywrot,City Engineer Travis Miller, Comm.Dev. Director William Dunn,EEI John Whitehouse,EEI Eric Dhuse,Public Works Director Dave Mogle,Dir. of Parks&Recreation Rebecca Houseman,Zoning Analyst Anna Kurtzman,Zoning Coordinator Laura Haake,City Park Designer Sgt.Ron Diederich,Police Dept. Guests: Rob Gamrath,Quarles&Brady Pete Huinker, Smith Engineering J.R.Landeck, Smith Engineering Jim Olguin,GSRWH David Knott,Prestwick Dan Harper,Prestwick Dan Kramer,Attorney Susan Kritzberg,Petitioner Kevin Berry, Smith Engineering The meeting was called to order by Joe Wywrot at 9:45 am. The minutes were approved as corrected. Aspen Ridge Estates Final Plat Anna Kurtzman stated her comment#2 should be disregarded,because lot 45 is on a cul- de-sac. EEI comments represent plan revisions that should be made to agree with the storm water reports.Regarding comment#55,EEI and Joe Wywrot stated the pipe runs standard is 3' of cover and the top of the pipe should be 6 inches below the sub grade, and the bell should not extend up the sub grade into the base material. Smith will change those that are less than two feet. Laura Haake stated that the Ivan Ryan Group had addressed all the issues relevant to their work on this landscape plan. Her concern was that the developer had not addressed the comments referring to the maintenance plan,HOA provisions,and corridor connections(June 13 comments#9 and# 10).The developer will show an easement on the plat,as discussed in a prior plan council. Dave Mogle will check on the trail, in lieu of sidewalk along Fox Road, and whether this should be on the north or south side. The developer will ok YBSD easements along Fox Road and report to the City before the plat is recorded. This will be at Plan Commission on October 11. Prestwick Final Plat Mr.Wywrot stated that 320' spacing for street lighting would be acceptable in those cases where there are consecutive 8 foot lots. Items 64-76 should be addressed per Mr.Dunn for consistency between the storm sewer reports and the plans. Mr.Landeck stated that comments #98-100 have been addressed and would not be applicable. Ms.Kurtzman asked that all setbacks should be noted on the final plat or documented on a table attached to the plat. Regarding Ashley Rd.,Joe Wywrot stated this is going to be a rural cross section and wanted to know if the building of the road should be tied in to this plat. John Whitehouse stated it should be covered in a letter of credit. A separate plan set should be submitted,and tied to a triggered number of building permits. The developer stated this plat did not need to be recorded until spring of 2007. This time frame gives the City an opportunity to put together a plan with cost estimates on Ashley Road construction. Joe Wywrot stated Mary Block was concerned about continued usage of the storm water swale for field access. Street names in unit 2 will be checked with Jennifer Fischer.At question are Tumberry Lane(in the southwest corner)continuing as Westhill Drive,making Rosemount Drive or Renfrew Lane a continuous street name, and using one name,either Berwick Drive or Whitekirk Lane in the northeast area. Travis Miller will finalize comments on these street names and put in the staff report for the plan commission. The landscape plan has previously been approved and an updated cost estimate should be submitted with a typical cross section. This will be at Plan Commission on September 13. Kritzberg Rezoning Travis Miller suggested a development agreement should be submitted and items to be included are: 1)allowable and higher standard signage;2) rendering the bulk lot use potentially not developable,due to the widening of Rt.47 and property setback line requirements on the east property line.The City is recommending the front yard setback be 21.9 feet; 3)note the 5' of landscaping between the parking lot and Rt.47 would not be required until such time that the widening of Rt. 47 is completed. The parking lot must have a 30' setback from the property line from Bridge Street. This requires a reconfiguration of the parking area. Dan Kramer stated the new plan would include the bubble to 25.8'with a 15.9` drive aisle. IDOT owns the property north of this, and has asked Ms.Kritzberg to move the northern driveway slightly south of its current position; 4)a 5' sidewalk should be constructed along Rt.47,and IDOT will construct this or Ms.Kritzberg will pay them to do it; and 5)the square footage of the building(for parking space reference). John Whitehouse suggested the trash receptacle be moved to the southeast,to enable the collector trucks easier access. Ms.Kritzberg will check with Bill Dettmer regarding the material to be used for the enclosure.Ms.Kritzberg will be replacing the stockade fence to the north. This will be presented at Plan Commission on September 13. Kendallwood Estates Final Plat Regarding comment#11,EEI and Joe Wywrot stated the pipe runs standard is 3' of cover and the top of the pipe should be 6 inches below the sub grade,and the bell should not be extend up the sub grade into the base material. The"future roadway"to Rt. 126 access will be named Wooden Bridge Rd. The site plan for Woodstone,with roadway right of way dedications,will be submitted soon,per Travis Miller. This will be needed before final approval. Laura Haake stated Smith will put comments together and resubmit. All building setbacks should be noted on lots per Anna Kurtzman, and verified all meet the 80' minimum. These can be on a separate table attached to the plat. The jogs of 46 W and 135 L feet on Lot 83 should be noted as side yards. The plan is for vacant,non-buildable property south and east of lot 83, and a lot number will not be needed for this subdivision final plat. This is scheduled for Plan Commission on September 13. Minutes submitted by Annette Williams 2 Plan Council Aug.24,2006 Attendees: John Crois,Interim City Administrator Bill Dunn,EEI Dave Mogle,Dir.of Parks&Recreation John Whitehouse,EEI Travis Miller,Comm.Dev.Director Eric Dhuse,Director of Public Works Anna Kurtzman,Planning Coordinator Rebecca Houseman,Zoning Analyst Joe Wywrot,City Engineer Tim Fairfield,BUD Guests: Pat& Steve Smart, Smart Start Pre-K Ltd. Pete Huinker, Smith Engineering George Kech, Smith Engineering Craig Duy, Smith Engineering David Schultz, Smith Engineering Mike Schoppe, Schoppe Design John Philipchuck,DBC&W Tim Sennoit,LK Capital,LLC Peter Lappin,LK Capital,LLC Malcolm Kanute,LK Capital,LLC Dan Kramer,Attorney The meeting was called to order at 9:30 am by Joe Wywrot. The August 14`h minutes were approved as corrected. GCM Properties—Special Use Anna Kurtzman stated 2-3 parking spaces would be adequate for the facility,because there will be 2 employees. There will be 20 children(maximum)in both the am and the pm. Ms. Smart stated licensing by DCFS states no outdoor play space is needed for a'/z day program. She will provide this information to Travis Miller. The planned hours of operation are 8:15— 11:30 am,and 12:15—3 pm. Traffic generated is drop-off and pick-up of 15-20 students per day session,which totals 80 trips. There is no striping change proposed for the parking lot. DCFS does not require curb ramps. The day care will be near the curb ramp. This is scheduled for Plan Commission on Oct. 11,2006 Prairie Pointe—Preliminary and Final Plan Zoning has been approved for the entire plan as B-3. Pete Huinker stated he understands the private drive along the south lot line of Lot 2 would be treated as a public street for determining frontage and be clarified in the development agreement.Lot 2 setbacks will be 30 ft. along Prairie Meadows,the 254' south lot line will be a side yard and the jogging line between lots 1-2 will be a side yard.The setback will be 50 ft. along Crimson Lane,30 ft. along the private road on Lot 3. Lot 4 will have 30 ft.along the private road,30 ft. along Crimson Lane and 50 ft. along Countryside Parkway. The private road is offset about 30 feet from the Wal-Mart access. Lot 3 should have no access to Crimson Lane other than where the private drive is according to John Whitehouse.Lot 4 should have one access to Crimson Lane(not Countryside Parkway). Smith Engineering did an initial mass grading submittal, and their resubmittal has addressed many of the engineering issues.If there are no provisions for Crimson Lane or a letter of credit posted by a developer/individual,the city is asking for provisions/plans in Prairie Pointe's subdivision. Wal-Mart's preliminary plan was approved for at City Council on 8/22. The developer will check on the curb cut outs at the post office,and the realignment across Lot 4. The developer suggested at this time that there would be a hotel site on Lot 4. City staff suggested an 8""U—shaped"water loop along,and south of,the northern lot line of lot 4.The connection would be made at the northeast corner of the post office site. An additional 10 foot easement will be on the south west side. The second supply will be at Autumn Creek. The USPS storm sewer easement should be a public utility and drainage easement. The 20' easement along the post office fence will remain as it is. The storm sewer outfall discharge point will be along Crimson Lane then north to the swale along the east side. It flows into Don Hamman's pond. Travis Miller is recommending a cross access easement location on Lot 4. A determination needs to be made where the post office drive crosses this parcel. The developer will contact the post office. This will be at the Sept. 13 Plan Commission. Townes at Windett Reserve—Annexation and Zoning Bill Dunn stated that the collector route needs an 80' right of way,but at this time only the minor collector roadway section to be installed,which would be 34' back to back. He stated there is high probability,because Legion Road is not to be extended to Penman Rd.,the traffic count will be considerably higher than the 2500 ADT originally projected. Minor modifications to lot size(comment 48)of 13,000 sq. ft.were suggested by Mike Schoppe. The east west road, at final platting,may need to go further north, and this lot size would not be restrictive on the annexation agreement. An additional 52 parking spaces will be calibrated and provided in the town home areas. Parking spaces will not be on Road A. The right of ways will stay consistent, and the area will be encumbered with easements, including sidewalks for public maintenance. John Philipchuck stated they would bump the right of way so sidewalk will be in the public right of way and not in the private property, and state the home owner's association is responsible for the maintenance of the spaces. Regarding# 38-it is an extended eyebrow and the median is part of the right of way. It will be redesigned as a sideways teardrop with a single access. Parking spaces could be northwest of the island. David Schultz stated they have submitted an IDS to IDOT. He will add a note to the plan "Rt.47 improvements as required by IDOT". Regarding comment# 7,this will be handled in the plat of dedication for the roadway. There are four units in each building, and there are cleanouts in each building. Each building will have one sanitary service and individual water services. Water will be 1 %" minimum for each unit,tapped off a 6". Each valve box will be within 10' of the main line. Regarding EEI comment#15,the developer will need a minimum cover of 5 feet in the western portion only. Smith Engineering needs clarification on the amount of discharge or restriction coming to this subdivision. Currently they are providing 11 acre/feet extra in detention.Bill Dunn will clarify comment#43 and reply to Smith. Comment 44 should be addressed in the final plat. EEI will send language/requirements to Smith regarding requirements on comment#57. John Philipchuck stated the concept plan was started as a PUD,and is asking the city for consideration, since the new ordinance was passed in the meantime. Offered to the petitioner with current submittals are: 1)Delineate what additional information is needed,treating is as the concept PUD under the current ordinance or 2)show lots meeting R-3 zoning classifications, which require preliminary plat changes. John Whitehouse suggested having a condo declaration to cover the entire subdivision, then as each building is built a condo plat is filed on each 4 unit condominium. When filed each becomes a part of the original declaration. To avoid the PUD plan development process, because all building setbacks are being met, lots can be created to include the common areas. A blanket easement would cover all area outside the building area regardless of where the lot lines are. It was determined that the petitioner will submit a concept plan and a preliminary plan simultaneously. Anna Kurtzman's comments,preliminary plats#2 and#3,will be addressed as a deviation to the zoning code. There was no delineation on the 21.34 acreage for school and park. There will be a path separating the two areas. Shown is a 3 acre park site(outlined)which essentially would be nothing more than a trail corridor. The petitioner will meet with the park board again on September 14. This will be presented at the October 11 plan commission. Beaver St./Rt. 47—Rezoning There is no issue with the request for B3 re-zoning of this one parcel,which is currently zoned Ml. The use will be more commercial than manufacturing. John Philipchuck is requesting a full access onto Beaver Street,which is developed on a site by site basis. The current access is too far east. The storm water may be revised but no additions are suggested. No setbacks can be determined until a site plan is turned in. IDOT is proposing intersection improvement,but no signalization. This will be at the Oct. 11 plan commission. Nelson Property—1 %z mile review A site plan is requested by City Staff. The City is recommending a dedication of right of way of a minimum of 40 feet along River Road. The east-west lot line between lot 1 and lot 2 will be the front lot line for lot 2. Dan Kramer stated that the R-1 setbacks recommended as staff would be okay with the petitioner.No sidewalk is required. This will be at the Nov. 8 Plan Commission. Minutes submitted by Annette Williams 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: Date of Submission: June 26, 2006 Requesting: [] Annexation Zoning [] Planned Unit Development [] Special Use: 1. Name ofPetitioner(s): Susan Kritzberg and Garr Kritzberg Address: 1217 Game Farm Road, Yorkville, IL 60560 Phone Number: (630)553-7773 Fax Number: (63o)s53-1942 Relationship of Petitioner(s)to subject property: Owner [] Developer 0 Contract Purchaser 2. Name of holder of legal title, if different from#1: G 6 S Holdings LL If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: N/A 3. a). (i). Street address and physical location of subject property: 101 E. Center Street Yorkville IL 60560 (ii). Zoning of surrounding parcels: North: R-2 Two Family Residence District (part purc te for demolition) South: B-2 General Business District East: R-2 Two Family Residence District _- West: R-2 Two Family Residence District b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 2938 acres (160 x 80 Feet) 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: 02-33-102-001 e). Current Zoning Classification: R-2 Two Family Residence District f). Zoning Classification Requested: B-2 General Business District g). Is this property within City limits? X 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: [DOT has recieved notification and Site Plan on 6-5-06 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? No If so,they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney Daniel J Kramer Attorney: Name: Daniel J. Kramer Address: 1107A S Bridge Street, Yorkville, IL 60560 Phone Number: (630)553-9500 Fax Number: . (630)553-5764 F Surveyor Engineer: Name: SSA Surveying Address: PO Box 114, Yorkville, IL 60560 Phone Number: (630)553-9999 Fax Number: (630)553-9998 Land Planner: Name: NIA 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 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: (p J oZ Cp o(o Pe�Oner(s) Signature: (All legal property owners signatures t appear on this ap lication.) 1 Subscribed and sworn to before me this Zlh day of , 200 . Notary Seal "0 F F i ►,� L ^^ PLICATION MUST BE NOTARIZED. COLLEEN S E L NOTARY PUBLIC, sraE oS�ols MY COMMISSION FXPJRf 10/Zp/2 IS �,�.,,„ Page 3 of 5 United City of Yorkville Annmtion,PUD Zonin&Special Use Application Revised: 225/04 ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning - $250 plus $10 per acre for each acre .over 5 acres b. Rezoning only - $200 plus $10 per acre for each acre over 5 acres c. Special Use - $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10 = $2,500 over 10 acres,but not over.40=$5,000 over 40 acres, but not over 100=$10,000 over 100 acres= $20,000 g. Deposit for Outside Consultants -under 2 acres = $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4tl'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 Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. 'A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, YorkvZ�e?_k inois 60560. Date: U� 7 ff (� Signature of Petitioner Page 5 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 Exhibit "A" Legal Description of Property at 101 East Center Street, Yorkville, IL: LOT 5 IN BLOCK 13 OF THE ORIGINAL VILLAGE OF BRISTOL, IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS Zoning Sketcb and Grading Plan Lot S Block 13 Original Village of Bristol City of Yorkville Kendall County Illinois LOT 5 IN BLOCK 13 OF THE ORIGINAL NLLAGE OF BRISTOL, IN KENDALL COUNTY, ILLINOIS % 626 %° � M°ye•� XeoO Frree 826 •� � aJ sern °y Measured=79. 9 Record-80.00 stone ey Iron ■ rao.' �p — — xeye`y a e1 Stake a°°e el y6►1 J a• :.a 'o °y°• rao ae at oat r-t "/} '• 'FROPbS£D „ ~.^�:• `TRASH m�.�':: e2':'• PROPOSED etc SED uGHr POLE SO- 6 X0 SCALE 01 X ff� O' 1 20 f I c�i � `�;APROPOS£D'�"�::'�..'��:•..:�� y�:'x � i :t: !1 O :.°• PARKING PROPOSED •, .�. 6 2af 'ti''•; AREA y•:;5..0: .::.. ar `.ey I ape l " =•`'.x; �: :,i w .: . �a PROPOSED HANDICAP PROPOSED SIGN e `;b'.�• r ..••� ,n.• i1:3', `O PROPOSED %ey. Qh�w•. St' a TIP-627.5 �► . SIDEWALK 61A °226 TYPICAL PAVEMENT ��` u�r SEC77ON °' Pdey dye• r -029.0 / 'u Frome aes dencr ey°��f %ey°,e 21.9 . 11101 O� ..''AF,c?�YiA.1E•: :� 1 1��! r ��'� �\\�°y°'�* w °'1pSe eyt°S Sir no�nr: p X 6827 Omp-od spot aewt/ar X e1°' tzatay seer erowta+ ao e.e v xs no 3 N 89-4040 —eat— P.Ped Ctw LMe M ensured=79.99 e15.�f r+tmy Canino We .. •'y1, y Record=80.00 Stake 10!0 °s — rr• .N .•ctns:.r.srgpww. '. °�'- ,:°�� j \6y°�rya. nenk a e�b a-eov ey°� St.. �se.w rrnswt MaYeor her($)-62A 45(12•R01) • •,�,h;;y it'a'rxaj'��. :Bituminous.f'owrrrent`.:. '??Aa °�� -'S Center Street " arennrr «. A*_62e.12 a.(N)-e22.e2 M (r2'R ) State of//finals 'o M.(F)-d=92(r2•acv) J: UtAfty County of Kendall 1W.b 1, Scott F. Ammons, an Illinois Professional Land Surveyor and an officer of SFA Land Surveying, state that / have prepared his zoning sketch and grading plan of the above described tract as :'(J�,.•.• ::�;'�°,;Y, shown by the plat hereon drown. y-- ``�•'scor t�s�a�on� '" � s Nc.34x Doted of Yorkv!lIa NlJnols, June 1, 2006. '!W)LiE CROSS cur ON me FLANGE smr IWiQOS OF THE FIRE HYDRANr LOCATED NEAR THE SOuTHB£Sr CORNER Scott F. Ammons OF THE susxcr PROPERTY. Illinois Professional Land Surveyor No. 3456 (Expires 11130106) ELEVA77ON-62789 Joe NO. 051091 SFA Land Surveying P.O. Box 114 Joe NAME Kritzber Yorkville, Illinois 60560 DWG FILE 051091 Professional Land Surveying Corporation 184-003584 Telephone (630)553-9999 T 5 IN BLOCK 13 OF THE ORIGINAL VILLAGE OF BRISTOL, IN KENDALL COUNTY, ILLINOIS x 6111 101• 'w�, otix � x eti�'' :bti�:•' bzb• CQX/StING pp)VeT �,tue Wooe Fens S P$cf utwey O.J South "} I Po/s Iron 6,�61b: 6tie1 m $ Stoke — 61 d } 6 w1 X0.0 x 6ti6�1 �. •;'•;�; ",� ,.l 0.e south :': .`::•; •:PROPOS£D� .'•' 0.1 cost [•t� .'•:•.t" r "y, ` ,�':. Bake SGe C/L lii '<• v h 1' ,`.+ t, y.' >TRA,yi :• " t n�•�j 14) IL 19 .•`w ", .,.: ;:ENCLO$uR�'.' :.:,i t:� �.7,,,. •.,V,;'l Y, /f . ,, ;.6 I++I r •,.� ,• �� y,',.,6.;. 'pry.�:�•,:`:';:`•; � •':�,''...•.�••�. , I• r' `, :' �•,�•;�•i ,•,••;•�f.',y try •,N 'h• •r•t•'~•,>t Y•�1'••i''''�., Q• ...; � /�x,sti ) '': ::PROPOSED: '''�', ;,v'.'�r:.,;;;�, ::,.'.:::> 73Ltce LAC PARKING PARKING AREA 5 •.o.:;: 01'r°.f!' # . 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Rht.626.IS ' Hydront S/pn AtoYbox tie►� btv (S)-624.45 (12'RCP) �Savr%tary Alotihdi�, :, Biful,,inOUS PovernintI Project Details 101 E. Center Street, Yorkville Existing: • Residental lot with house and unattached garage • Gravel (part concrete) "u"shaped driveway • Stockade privacy fence on east and part of north perimeter of lot • Three mature trees; miscellaneous shrubs Proposed changes and upgrades: • Removal of existing concrete pad in front of garage to allow for asphalt resurfacing of driveway and creation of parking lot • Demolition/removal of garage to allow for parking area • Replacement of old stockade fence on east/north perimeter of lot • Landscaping to meet ordinance requirements for"non-residential adjacent to residential"on east perimeter • Additional lot landscaping • Removal of existing concrete sidewalk from front entrance of home to street corner; replacement with paved walkway from front entrance to sidewalk on Center Street • Construction of new building entrance on east side of building • Construction of ADA compliant"L" shaped entrance ramp from north side of building to new entrance • Some window replacement • New steps with railings to existing front porch and new porch railings • Cosmetic improvements to building, including shutters and awnings • Signage to meet ordinance requirements—I free standing sign on separate supports, and 1 or 2 signs attached to building exterior • Parking area lamp posts(2), and appropriate ground lighting for sign illumination Set to open in the Fall of 2006, Blue Orchid Studio will offer an exciting collection of modern home goods, one of a kind handcrafted items, luxury bath products, contemporary apparel and accessories for men and women, and chic baby items. Combining the warm, comfortable atmosphere of an older home with the fresh energy of a contemporary boutique, shop owner, Leslie Kritzberg, hopes to create a charming environment for Blue Orchid's eclectic mix of products that is both playful and sophisticated. Whether shopping for one's self, or searching for the perfect gift, Blue Orchid Studio's unique product selection and friendly, personalized service will promise to satisfy the most discriminating shopper's desire to be a trendsetter without spending a fortune! _ 1 ' - ow, 1217 Game Farm Road v�y OF YOq�L' Yorkville,IL 60560 June 27,2006 United City of Yorkville 800 Game Farm Road �FCENEp Yorkville,IL 60560 Attention: Building and Zoning Department Plan Council&Plan Commission City Council &Park Board Economic Development Committee Committee of the Whole Dear Department and Committee Members: Enclosed please find our completed Application&Petition for Zoning of property located at 101 E. Center Street in Yorkville. We are requesting a change from the current R-2 Residence District zoning to B-2 General Business zoning. Many of you may be aware that we also own the parcel of property just south of this location at 308 North Bridge Street. Several years ago,we purchased that property,successfully petitioned for B-2 zoning,and upgraded the residence on site to meet the needs of our family business,Accessible Living,Ltd As a result of the excellent location and strong community support, we have enjoyed great success at this location. We are currently requesting rezoning at 101 Center Street. When we purchased this property several years ago,our intention was to petition for B-2 zoning and rent the building to an interested business. As it turns out,our oldest daughter,Leslie,a recent college graduate,is interested in developing her own boutique business and would like to utilize this space. We are pleased with Leslie's entrepreneurial ambitions and are also proud to mention that she will be a third generation small business owner in Yorkville.It has been our family's ongoing tradition to contribute to this community in an active and positive way and we wish her much success in this new endeavor. We thank you in advance for your support and cooperation as we begin the first "leg"of this journey—the rezoning process. In addition to the required application,legal description,and site plan,please find several sheets of information to help describe and clarify our intentions for the improvement of this property. A separate landscape plan is included for easier reading,as well as a list of general modifications /upgrades which we intend to complete. We have also included a brief description of Leslie's proposed business and a concept"sketch"of the building to help visualize some of the landscaping,structural,and cosmetic changes that are planned. We hope you find this additional information helpful and informative. Best Regards, en d 13 ary itzberg and Susan Kritzberg G& S HOLDINGS, LLC Encl. Pe aoo� - 59 United City of Yorkville Memo 800 Game Farm Road ER 183 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: August 25, 2006 To: Plan Commission From: Travis Miller, Community Development Director Cc: Lynsey Johnson(for distribution) Subject: PC2006-59 Kritzberg Re-Zoning Request Comprehensive Plan Recommendations The Comprehensive Plan Land Use Plan for the property recommends Traditional Neighborhood. The `Design Guidelines' are listed below for this Land Use: • Any development or redevelopment shall conform to all City regulations regarding their use • As most development will be redevelopment of existing sites,the distinct character of the(Transitional Residential)Neighborhood will be vulnerable to change. Therefore, all development must be carefully designed to fit the character of its existing surroundings. • Existing residential and commercial uses should be preserved. Residential properties fronting on arterial streets may be used for professional or service offices, or for small retail shops consistent with the character of such uses in the downtown area. Findinys Necessary for a Zoning Amendment shall be based on the following: a.Existing uses of property within the general area of the property in question. b.The zoning classification of property within the general area of the property in question. c.The suitability of the property in question to the uses permitted under the existing zoning classification. 1 d.The trend of development, if any, in the general area of the property in question, including changes, if any,which have taken place since the day the property in question was placed in its present zoning classification. e. The impact that such reclassification and/or annexation will have upon traffic and traffic conditions on said routes;the effect, if any, such reclassification and/or annexation would have upon existing accesses to said routes; and the impact of additional accesses as requested by the petitioner upon traffic and traffic conditions and flow on said routes. (Ord. 1976-43, 11-4-76) Staff Comments: 1. The B-2 zoning classification requested is appropriate and supported by the Comprehensive Plan for this property. 2. The use proposed will be within the existing structure and therefore have a minimal architectural impact on the surrounding character. 3. Allowable signage should be more restrictive than that allowable within the B-2 zoning classification to ensure the property remains in context with the surrounding neighborhood. ■ Recommend requiring the following signage regulation not within the current sign ordinance in the form of a Development Agreement between the City and the Petitioner. • No signage may be internally illuminated; • No pole signs permitted on the property(one(1)wall and/or one(1) ground sign only) • Maximum sign area of any sign shall be no more than thirty-two (32) square feet. 4. The existing structure will encroach the B-2 required setbacks as follows: • Transitional Yard setback for B-2 adjacent to an R-2 zoned property is 30'. The existing structure is 22.6' from the eastern property boundary, therefore a variance of 7.4' for the east transitional yard is required. • Side Yard setback for B-2 adjoining a street is 30'. The existing structure is 21.9' from the western property boundary,therefore a variance of 8.1' for the west side yard is required. The Zoning Board of Appeals will consider these variances October 4, 2006. 2 PC aooty- 5� _,.�� o United City of Yorkville J .r County Seat of Kendall County 800 Game Farm Road esr ;isss Yorkville, Illinois, 60560 Telephone: 630-553-4350 O Fax: 630-553-7575 Website: www.yorkville.il.us SCE �V September 5, 2006 TO: Travis Miller FROM: Anna B. Kurtzman, AICP SUBJECT: 101 E. Center Street, Kritzberg Rezoning Request The Department of Building Safety staff is in receipt of an application filed by Susan and Gary Kritzberg to rezone 101 E. Center Street(PIN 02-33-102-001) from the present R-2 to B-2 to allow for the conversion of an existing residence to a store. The subject property is approximately 12,800 sq ft (160 x 80 feet). This property meets the minimum lot area requirements as established by the Zoning Code (Section 10-7C-3). The applicant is aware that, should the rezoning be granted, the present house would not meet the setbacks as listed in Section 10-7C-4. As a result, they have filed a companion request for variances to the corner side yard and the transitional side yard. This case will be considered by the Zoning Board of Appeals at their October 4, 2006, meeting. Subject to variances being granted, Department of Building Safety staff has no concerns with the proposed rezoning. /abk c: W.Dettmer,S.Kritzberg,D.Kramer filename: C:\Documents and Settings\Anna\My Documents\ZBA\101 Center-Kritzberg data\Rezoning memo 9-5-06.doc nc e0.c United City of Yorkville Memo 800 Game Farm Road EM. ,1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 o y Fax: 630-553-3436 SCE Date: September 7, 2006 To: Lynsey Kawski, Administrative Assistant From: Joe Wywrot, City Engineer CC: John Crois, Interim City Administrator Charles Wunder, Urban Planner Subject: Kritzberg property—NE Corner Route 47& Center Street I have reviewed the proposed zoning sketch and grading plan for the referenced site, dated 8/16/06, and have the following comments: • Most of the document addresses engineering-related issues such as grading, utilities, geometrics, etc. I believe that our ordinances require such a plan to be prepared by a registered professional engineer. Since this is such a small site, however, I recommend that we waive this requirement. • An IDOT highway permit is required. I understand that the property owner has been in touch with IDOT and has already made some changes at IDOT's request regarding the driveway aprons. • The site is essentially flat,with most drainage being directed towards Route 47. The area south of the house drains to Center Street. The area east of the house . drains to a low area on the adjacent lot. The drainage patterns are acceptable. • Sidewalk is proposed to be constructed along the Route 47 frontage. Since this walk would be completely removed by IDOT's Route 47 project, I recommend that we enter into a Sidewalk Installation Covenant, similar to other properties along Route 47. • IDOT's Route 47 project would take about 18 feet from the western edge of this property for right-of-way purposes. The existing house would be around 3 feet from the future right-of-way, about 13 feet from the future sidewalk, and about 20 feet from the future road. • The proposed sign is located in future IDOT right-of-way, and should be relocated now to avoid having to move it later. • While a landscape plan may not be technically required, I recommend that a landscape plan be required to help shield the adjacent residential lots from the proposed parking lot. Details should be provided for the dumpster enclosure. If you have any questions regarding these comments, please see me. Zoning Sketch and Grading Plan Lot S Block 13 Original Village of Bristol City of Yorkville .Kendall County Illinois LOT' 5 IN BLOCK 13 OF THE ORIGINAL VILLAGE OF BRISTOL, IN KENDALL COUNTY, ILLINOIS 5 e6 X 626-- -- -- - x62 a1 p2 - -- - . x0 •626.• 626 4 \ -- Wood Fence .. Utility 0.3 South -- - -626 ag Poll, 626• Measured=79.99.,.:.... 626` Record=80.00 stoke 626 .: . 626 Iron 1h 01 Stake k . k: 6 a L o — a 260 X 62 620• 0 02.....::' 0 Wood Fence X + d' 260° 10,0 0.8 South 6 0.1 East 'PROPOSED 61�� .7-RASH <'•..'':." PROPOSED 626�Q. `ENCLOSURE'r' LIGHT POLE 0• O • 0ti '•'S.'0.� �. 0 ° ` ;".;;, ,.:.'•;;' � O 6201 SCALE • . • .. :' : 'e � C x 1p PARKING p 263° 1 " —ZU W AREA . Cl xe ' 2 PROPOSED 59.) Za.o' 3 LIGHT POLE 6 6269 mss, 8 PROPOSED c: HANDICAP SIGN �0 o °� g2 PROPOSED X 626 T/��®0 621 a SIDEWALK 626 L$ `•`�"V 02096 w 18..7.,'.,, :, e \ 6�0�1 j o (6 ;�::; ..` ''.`'•.'`,'`.. ,. 6.5.'' 22.6 TYPICAL PA I/EMEN T -.6�1°.. Pa ay Q, SEC TION /; ;;: e 2.a;:'`' ;,';:`, :;o 6e2 T/!?=629.0 ' °:'MeteFrome R tort' 6�6`' 6�a N `..,. es dente %: ;:•;::•:<:;: vl x 62 COARSE 21.9 4.7,.''..;'.''.., j101 AGGREGATE'` .. .. .. .. x : . .: t ' „ `� 6ti6�6 620 t'5 :.......�i:....... .. .... •:. N J :...,..:::..,....SUBCADE::'??:::'::: ? : .. •: � •�" � .:;.,.; `':F I.y .''N'`;'.:•'::`:'; 6� x—x— ,,. X A Traffic O Gas' b Sign II RQ Metcr D Porch ,f0 l;.' b•''`:''':.'...;., :.. ... ® /�y 0 �� LEGEND :. 0 X=682.7 Proposed Spot E/evotlon X6ti0. Wood Fence 6 � °.� � r 0 96 On Line X 6gg.26 ExlsUng Spot Elevation 5.0 6.8 v° ;62� �' 02 ` ' X bed loo N...... `89'40 40 -626 682---- Proposed Contour Line fA a Measured=79.99 Iron 675 - -- Existing Contour Line ;La ' S2 a Record=8�00 Stake 96 X626 . )eV °a b 6yy a ° 8.1 =e Concrete Sldewolk 02a-a_ 6 d 0 • � �,\ gg a� B-Box 02 626 Fire 8 Traffk w ® 026 w 0�*� Storm Catch 80sin Hydrant 519n Mailbox 626?" Inv (S)=624.45 (12"RCP) 0 Son a', Manhole Bituminous Pavement'::. 6� R' 627.4J Inv(E�W)=61/.33' � .X� �P; t Center tree : x 620. I Storm Manhole :.. : ..•... a •.: Rim-626.42 ::g20�•:;. ' .'' 6 a5 Inv (N)=622.92 (12"RCP) State of Illinois ) ^ 02 : 5 l} nv (E)=622,62 (12"RCP) )ss yb Utility o� 62 02 County of Kendall ) wv 1 ��`� Utility p1 wv wv wv wv a,v Pale 620• wv wv wv--_ I, Scott F. Ammons, on 111 1nols Professional Land Surveyor and on officer of SFA Land Surveying, state that I have prepared �•'"""•�. his zoning sketch and radio plan of the above described tract as �••�`�`� s' shown by the plat hereon drawn. :��g., `••�G p SCOTT F.AMMONS Date at Yorkville, Illinois, August 16, 2006. =a: No.3458 BENCHMARK s YORIMLLE CROSS CUT ON THE FLANGE BOLT ILLINOIS P ? OF THE FIRE HYDRANT LOCATED • �•• s r NEAR THE SOUTHWEST CORNER Scott F Ammons ;,,Q,��,UF•II�-�N�"�w OF THE SUBJECT PROPERTY. Illinois Professional Land Surveyor No. .3458 (Expires 11/3%6) +� ELEVATION=627.89 JOB NO. 051091 SFA Land Surveying P.O. Box 114 JOB NAME Kritzberg Yorkville, Illinois 60560 DWG FILE 051091 Professional Land Surveying Corporaflon 184-003584 Tele hone 630 553-9999 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# .,2 C)p(.tr - A APPLICATION & PETITION Please Check One: X_Preliminary Plan Final Plat Development Name: Cobblestone Date of Submission: 1. Name ofPetitioner(s): Main Street Commercial Partners, - Attn: Tim Tynan Address: 372 River Ridge Rd Elgin, 11 60123 Phone Number: 708-478-8641 Fax Number: 708-478-8651 2. a). Street address and physical location of subject property: Corner of Route 34 and Eldamain Road b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 20.35 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney Daniel J Kramer Attorney: Name: Daniel J. Kramer Address: 1107A S Bridge St Yorkville IL 60560 Phone Number: 630=553-9500 Fax Number: 630-553-5764 Engineer: Name: JAS 6 Associates Address: 1355 Remiriciton Road, Ste U, Schaumburg, IL 60173 Phone Number: (8471310-9400 Fax Number: (847)310-0087 Land Planner: Name: JAS & Associates Address: 1355 Remington Road, Ste.U, Schaumburg, IL 60173 Phone Number: (847)310-9400 Fax Number: (847)310-00871 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 04/28/2006 08:42 FAX 630 553 5764 DANIEL J_ KRAMER Vj VVY/VV0 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,Fces"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 u weed will from this date. One week prior to your scheduled Plan Council meeting,y 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: r Petiti er(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 1`day of 200�( - Notary Seal THIS Al°PLICATION MUST BE NOTARIZED. ENOTARY A SF /'` LIV N HANSON , STATF OP ILLINOIS N XPIRr 10/20/2007 PW2of 7 United Ciry of Yorkville prelimieery/Final Plat Applieation Rcviyed: 5/4104 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 4t'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 04/28/2006 08:43 FAX 630 553 5764 DANIEL J. KRANER 1IM oos/oos Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each mouth 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 tapes 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 rec s)t the Deputy Clerk,United City of Yorkvill ,800 Game Farm Road,Yorkville,Illinois 056 . � r-7 d 6 Date Signature etitioner Pala 4 of 7 United(OLy of Yorkville Preliminary/Final Plat APPlication Rcvind: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right comer: 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 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 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 LEGAL DESCRIPTION THAT PART OF THE SOUTHWEST 1/40F SECTION 19 AND PART OF THE NORTH %2 OF SECTION 30, TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE SOUTHWEST CORNER OF THE SOUTHWEST %4 OF SAID SECTION 19; THENCE NORTH 00 DEGREES 18 MINUTES 30 SECONDS WEST, ALONG THE WEST LINE OF THE SOUTHWEST 1/40F SAID SECTION 19, A DISTANCE OF 208.10 FEET TO A POINT THAT IS 50.00 FEET SOUTHERLY OF, AS MEASURED PERPENDICULAR TO, THE CENTERLINE OF US ROUTE 34; THENCE SOUTH 85 DEGREES 05 MINUTES 42 SECONDS EAST,ALONG A LINE THAT IS 50.00 FEET SOUTHERLY OF AND PARALLEL WITH THE CENTERLINE OF US ROUTE 34, 631.36 FEET TO A POINT OF CURVE TO THE RIGHT; THENCE EASTERLY 575.00 FEET ALONG A 38,147.20 FOOT CURVE, BEING 50.00 FEET SOUTHERLY OF AND CONCENTRIC WITH THE CENTERLINE OF US ROUTE 34, WHOSE CHORD BEARS SOUTH 84 DEGREES 39 MINUTES 47 SECONDS EAST, 574.99 FEET; THENCE SOUTH 05 DEGREES 46 MINUTES 07 SECONDS WEST, 471.89 FEET TO THE NORTHWESTERLY LINE OF OUTLOT 1 (ROB ROY CREEK) IN FOX HILL UNIT ONE, AS RECORDED NOVEMBER 2, 1994 AS DOCUMENT NUMBER 94-10594, IN KENDALL COUNTY, ILLINOIS; THENCE SOUTH 59 DEGREES 25 MINUTES 15 SECONDS WEST, ALONG SAID NORTHWESTERLY LINE OF OUT LOT 1, 161.39 FEET TO A BEND POINT; THENCE CONTINUING ALONG SAID NORTHWESTERLY LINE OF OUTLOT 1, SOUTH 21 DEGREES 58 MINUTES 02 SECONDS, WEST 243.45 FEET TO A BEND POINT; THENCE SOUTH 89 DEGREES 19 MINUTES 23 SECONDS WEST ALONG A LINE WHICH IS PERPENDICULAR TO THE WEST LINE OF THE NORTHWEST 1/4 OF SAID SECTION 30, 915.17 FEET TO SAID WEST LINE; THENCE NORTH 00 DEGREES 41 MINUTES 37 SECONDS WEST, ALONG THE WEST LINE OF THE NORTHWEST 1/40F SAID SECTION 30, 627.20 FEET TO THE NORTHEAST CORNER OF THE NORTHEAST 1/4 OF SECTION 25, TOWNSHIP 37 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN; THENCE NORTH O1 DEGREES 18 MINUTES 30 SECONDS WEST, ALONG THE WEST LINE OF THE NORTHWEST 1/4 SECTION 30, 60.71 FEET TO THE POINT OF BEGINNING,ALL IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. EXCEPTING THEREFROM THAT PART OF THE SOUTHWEST 1/40F SECTION 19, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF SAID SOUTHWEST 1/4 ; THENCE NORTH 00 DEGREES 10 MINUTES 27 SECONDS EAST, 122.62 FEET ON AN ASSUMED BEARING ALONG THE WEST LINE OF SAID SOUTHWEST 1/4 TO THE POINT OF BEGINNING; THENCE CONTINUING NORTH OF US ROUTE 34; THENCE SOUTH 84 DEGREES 36 MINUTES 32 SECONDS EAST 633.19 FEET ALONG SAID SOUTH RIGHT AWAY TO THE POINT OF CURVATURE OF 38,147.20 FOOT RADIUS CURVE TO THE RIGHT; THENCE EASTERLY 575.00 FEET ALONG SAID CURVE WHOSE CHORD BEARS SOUTH 84 DEGREES 10 MINUTES 38 SECONDS EAST, 574.99 FEET; THENCE SOUTH 06 DEGREES 15 MINUTES 17 SECONDS WEST 25.00 FEET; THENCE WESTERLY 574.63 FEET ALONG 38,122.20 FOOT RADIUS CURVE TO THE LEFT WHOSE CHORD BEARS NORTH 84 DEGREES 10 MINUTES 38 SECONDS WEST, 574.62 FEET; THENCE NORTH 84 DEGREES 36 MINUTES 32 SECONDS WEST, 518.45 FEET; THENCE SOUTH 60 DEGREES 06 MINUTES 06 SECONDS WEST, 100.10 FEET; THENCE NORTH 89 DEGREES 48 MINUTES 32 SECONDS WEST, 25.37 FEET TO THE POINT OF BEGINNING, CONTAINING 0.758 ACRES,MORE OR LESS, OF WHICH 0.049 ACRES WITHIN THE EXISTING RIGHT OF WAY. r o United City of Yorkville Memo 0 800 Game Farm Road EST ` Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 ;: ?O <LE Date: September 8, 2006 To: Plan Commission, Mayor, Elected Officials, Department Heads and Staff From: Lynsey Johnson Kawski, Administrative Assistant Subject: Supplemental Packet Information Attached is supplemental information for the September 13th Plan Commission packet: PC 2006-26 Cobblestone Preliminary Plat 1. Memo from EEI 2. Revised memo from Travis Miller PC 2006-63 Kendallwood Estates Final Plat 1. Memo from EEI Attachments United City of Yorkville Memo 800 Game Farm Road mss,: Yorkville, Illinois 60560 Telephone: 630-553-8545 U. Fax: 630-553-3436 LEA' Date: September 8, 2006 To: Plan Commission From: Travis Miller, Community Development Director Cc: Lynsey Kawski(for distribution to Petitioner) Subject: Cobblestone Preliminary PUD Plan and Preliminary Plat Request Staff Comments 1. This subdivision is part of the Fox Hill Annexation and Planned Unit Development approved October 1993 and revised June 2004. The subdivision plan and proposed uses are consistent with those approved under this agreement with the exception of the following: a. Side and Rear Yard Setbacks for lots 1-8 are requested to be zero feet(0'). The PUD agreement applies B-3 zoning requirements to this property, therefore,the required side and rear yard setbacks should be twenty feet (20'). Staff recommendation: require the B-3 setbacks for building locations on each lot and allow 0' for parking areas. 2. Staff recommends that free standing signage anticipated by the developer on this property should be submitted for review as part of the Preliminary PUD Plan review. In order to ensure a comprehensive planning approach to this development consistent with the PUD agreement it is necessary to consider the location, size and style of all free standing signage on the property. 3. Asphalt trails in lieu of sidewalks are recommended along the Rob Roy Creek, Eldamain Road and Route 34 (refer to Laura Haake 9/7/06 staff report). In addition,the sidewalk/trail plan should be connected to the internal sidewalk system planned for the development. Staff recommends pedestrian connections be incorporated from Rena Lane to the east-west drive between lots 6 and 7 and along the west and north side of the internal drive servicing lots 1-6. 4. Staff recommends aligning the eastern access drive to Route 34 with the future access drive being planned for the Daniel property north of Route 34 (Rob Roy Falls). Coordination between each developer will need to occur to accommodate this alignment and may result in slightly adjusting the location depicted on the Preliminary PUD Plan. Furthermore,as explained by Laura Haake's 9/7/06 report,this entrance should be planned to include the Rob Roy Creek regional trail crossing. In order to accommodate a 10' trail east of this drive,the drive will need to shift to the west. Staff recommends reducing the parking area on Lot 1 in order to shift the proposed building location on Lot 1 west to allow for the entrance drive to be repositioned. United City of Yorkville Memo 800 Game Farm Road 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: September 7, 2006 To: Plan Commission From: Travis Miller, Community Development Director Cc: Lynsey Kawski(for distribution to Petitioner) Subject: Cobblestone Preliminary PUD Plan and Preliminary Plat Request Staff Comments 1. This subdivision is part of the Fox Hill Annexation and Planned Unit Development approved October 1993 and revised June 2004. The subdivision plan and proposed uses are consistent with those approved under this agreement with the exception of the following: a. Side and Rear Yard Setbacks for lots 1-8 are requested to be zero feet(0'). The PUD agreement applies B-3 zoning requirements to this property, therefore,the required side and rear yard setbacks should be twenty feet (20'). Staff recommendation:require the B-3 setbacks for building locations on each lot and allow 0' for parking areas. Note: This variance request will be required to be considered by the ZBA prior to City Council approval. 2. Staff recommends that free standing signage anticipated by the developer on this property should be submitted for review as part of the Preliminary PUD Plan review. In order to ensure a comprehensive planning approach to this development consistent with the PUD agreement it is necessary to consider the location, size and style of all free standing signage on the property. 3. Asphalt trails in lieu of sidewalks are recommended along the Rob Roy Creek, Eldamain Road and Route 34 (refer to Laura Haake 9/7/06 staff report). In addition,the sidewalk/trail plan should be connected to the internal sidewalk system planned for the development. Staff recommends pedestrian connections be incorporated from Rena Lane to the east-west drive between lots 6 and 7 and along the west and north side of the internal drive servicing lots 1-6. 4. Staff recommends aligning the eastern access drive to Route 34 with the future access drive being planned for the Daniel property north of Route 34 (Rob Roy Falls). Coordination between each developer will need to occur to accommodate this alignment and may result in slightly adjusting the location depicted on the Preliminary PUD Plan. Furthermore, as explained by Laura Haake's 9/7/06 report,this entrance should be planned to include the Rob Roy Creek regional trail crossing. In order to accommodate a 10' trail east of this drive,the drive will need to shift to the west. Staff recommends reducing the parking area on Lot 1 in order to shift the proposed building location on Lot 1 west to allow for the entrance drive to be repositioned. PC o 0OU — acs United City of Yorkville Memo 800 Game Farm Road -, Yorkville, Illinois 60560 Telephone: 630-553-8545 � �A o Fax: 630-553-3436 CE �y Date: September 7,2006 To: Lynsey Kawski From: Laura Haake CC: Travis Miller,Joe Wywrot,Anna Kurtzman, Dave Mogle Subject: Cobblestone Preliminary Landscape Review I have reviewed the plans dated August 15,2006 by Bach and Associates and have prepared the following comments: General comments: 1) Label existing trees and provide a tree list with scientific name, common name and quantities. 2) Add parking lot and street light poles.No tree should be within twenty feet(20') of overhead electrical equipment. 3) Indicate treatment of parking lot islands with mulch or plant material.Provide detail of the planting plan. 4) Tree and shrub quantities should be calculated per parking lot space, lot size,and perimeter landscaping requirements.The preliminary drawing indicates the current design is deficient in plant material. 5) Existing trees should be preserved(northeast corner).If trees cannot be preserved, reference the landscape ordinance for specific replacement requirements. 6) Show the existing creek location with existing topography. 7) A restoration plan for the area marked as floodplain should be provided. It appears that the floodplain was previously in row crop agriculture and should be restored to a natural area.A seeding mix with species and quantities along with a maintenance/management plan should be submitted as part of the landscape plan. 8) Erosion protection methods should be added to the plans to prevent runoff into the Rob Roy Creek watershed. Show the location of fence and quantities of silt fence needed. 9) A three foot high berm or masonry wall needs to be added in the 30' bufferyard adjacent to any property zoned residential.This would apply to the residential units to the south of the development,but not to the park land in the Rob Roy Creek floodplain. 10)All current paths are shown at five feet(5')wide.Trails should be ten feet(10') if they are to be regional trails.All trail development should be coordinated with the Parks Department.Please see recommendations below. Rob Roy Creek Watershed The Rob Roy Creek watershed has been defined as a trail corridor.The five foot(5') wide path along the floodplain should be made a ten foot(10')wide asphalt bike trail.A trail connection to the existing bridge crossing Rob Roy Creek should be constructed through the park property in the Fox Hill subdivision.The trail location and size should be coordinated through further discussion with staff in the Parks Department. The trail must connect to the Rob Roy Falls subdivision directly to the North across Route 34 at the stoplight entrance to the development.This should be provided on the east side of the entrance drive for less pedestrian/vehicular conflict and a direct connection to the main trail. Kendall County Regional Trail The five foot(5')wide path along Eldamain Rd. should be a ten foot(10')wide asphalt trail. In addition,the sidewalk connection from the Kendall County Regional Trail(adjacent to Route 34)to the Rob Roy Creek Trail should be a ten foot(10')wide asphalt trail.The trail bordering the Rob Roy Creek Watershed should connect to the Kendall County Regional Trail along the southern perimeter of the development. ID/C 00 =,A o clT o United City of Yorkville County Seat of Kendall County 800 Game Farm Road Esr. 1 \- ,isss Yorkville, Illinois, 60560 .� Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us September 7, 2006 To: Travis Miller From: Rebecca Houseman Subject: Zoning Review of the Preliminary Plan, Preliminary Plat, and Preliminary Landscape Plan Review for Cobblestone Retail Center Dated August 16, 2006. Staff has reviewed the documents outlined above for compliance with the zoning and landscape codes. Staff found that the preliminary plat meets the zoning code. Please note that the developer must provide an amendment to the annexation agreement for any requested variances. Preliminary Plat 1. The preliminary plat includes a note that states "proposed P.U.D. zoning requests 0-foot internal side and rear yard building and parking setbacks for lots 1-8." If the developer is requesting these variations from the zoning code, he or she must provide a draft amendment to the P.U.D. and Annexation Agreement outlining such variations. The following issues concerning the supporting documents must be addressed before they may be approved: Preliminary Landscape Plan 1. The proposed signs at the corner of Route 34 and Eldamain Road, at the entrance to the subject property from Route 34, and at the entrance to the subject property from Eldamain Road are shown on the plans but details are not provided. Signs must be located outside of any easements, at least five feet from any property line, and outside of a 25-foot visions triangle if located on a corner. Further, the dimensions of the sign, including height from grade to the top of the sign and area, must also be shown. Electrical and mounting details, along with the PIN and construction value, must be identified before any sign permits may be issued. 2. Landscape buffers are outlined on the landscape plan but dimensions are not shown. Dimensions of all landscape buffer yards must be shown on the landscape plan. Preliminary Plan 1. Loading berths are required for retail buildings that have an area of 5,000 square feet or more and restaurants that have an area of 10,000 square feet or more (10-11-6E). The dimensions (at least 10 feet by 25 feet)must be shown on the plan. T. Miller Cobblestone Retail Center September 7, 2006 Page 2 of 2 2. The plan shows 30-foot parking setbacks along Route 34 and along Eldamain Road. Please note that the requirement outlined in the zoning code is 20 feet along Route 34 and along Eldamain Road(8-12-2C-2b). 3. The side setbacks of lots 2 and 5 are 19 feet. In the B-3 zoning district, the minimum side yard setback requirement is 20 feet(10-7D-4B-1). 4. The preliminary geometric plan does not show any handicap accessible parking spaces. Please see the Illinois Accessibility Code for the minimum number of required accessible spaces. 5. The developer may want to consider outlining cross-access easements for the shared parking lots within the development. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE Lynsey Johnson Kawski James Uecker, JAS Associates, Inc. Tim Tynan, Main Street Commercial Partners, LLC SARebecca\Yorkville\Commercial Plan Review\Cobblestone Retail Center\Cobblestone Retail Center Zoning Review.doc 52 Wheeler Road •Sugar Grove, IL 60554 TEL: 630/466-9550 FAX: 630/466-9380 www.eelweb.com Engineering Enterprises, In=. September 7, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Cobblestone Commons Preliminary Plat and Preliminary Engineering—Review#2 United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced plan submittal: • Preliminary Engineering Plans prepared by JAS Associates, Ltd. consisting of five (5) sheets dated August 16, 2006. • Preliminary P.U.D. Plan prepared by JAS Associates, Ltd. consisting of one (1) sheet dated August 16, 2006. • Preliminary Landscape Plan prepared by Bach &Associates consisting of one (1) sheet dated August 15, 2006. • Preliminary Environmental Assessment Report prepared by Construction Testing Services dated July 30, 1993. • Report of Geotechnical Exploration and Analysis prepared by Midland Standard Engineering &Testing, Inc. dated May 2006. • Letter requesting Illinois Historic Preservation Agency comments sent by Smith Engineering Consultants, Inc. dated November 4, 2005. • Response letter prepared by JAS Associates, Ltd. dated August 16, 2006. • A Stormwater Management Report prepared by J.A.S. Associates, Ltd. dated August 16, 2006. • An Agricultural Existing Drain Tile Investigation Plan prepared by Huddleston- Consulting Engineers Specializing In Civil Engineering and Land Surveying McBride Co. dated January 16, 2006. • A Jurisdictional Determination from the Army Corps of Engineers (Rock Island District) dated February 3, 2006 identifying the subject parcel as containing Corps-regulated waters of the United States. • Traffic Impact Analysis dated August 8, 2006 Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: 1. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 2. 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) regarding preservation of cultural 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. (IDOT) regarding the proposed improvements along Rt 34. h. Kendall County Highway Department regarding any improvements to Eldamain Road that would be required due to the increased traffic due to the proposed development. L Army Corps of Engineers authorization will be required prior to placing fill on the project site. G:1PubliclYorkeille`,200(,\YO0603 Cobblestone Commons plan&p)atdoe Items a, b should be provided prior to Preliminary Plan approval. For items g and h, preliminary approval should be solicited and received from IDOT and KDOT prior to Preliminary Plan approval. Items c, d, e, f & i will be required prior to the start of construction activities PRELIMINARY PLAN 3. All comments from our July 6, 2006 review letter have been adequately addressed. PRELIMINARY STORMWATER MANAGEMENT: 4. The preliminary stormwater management plan is in general conformance with preliminary engineering requirements. The items that need to be addressed should not affect the overall land plan; therefore the following comments should be addressed with the final stormwater management submittal. FOR FINAL STORMWATER MANAGEMENT: 5. There should be an additional model run to demonstrate the safe bypass of off-site flows through the development for the proposed conditions. This analysis should include the overflow storm sewer that is shown on the plans to outlet to Rob Roy Creek as well as an auxiliary emergency overland flow route. The modeled off-site tributary areas in both the existing conditions and proposed on-site with off-site bypass conditions models should include the areas to the west and southwest, which appear to currently drain to the site. 6. There should be emergency overland flow route calculations that demonstrate that the top of foundations and lowest openings are at least 1.5° above the water surface elevation created by the 100-yr storm event including off-site tributary areas. The modeled cross-sections should be located on the plans. In addition, the roadway ponding depth and velocity created by these flow routes should be within safe parameters. 7. The stormwater management facility overflow storm sewer outlet, which is adjacent to Rob Roy Creek, should have appropriate long-term erosion control. 8. Concerning the direct discharge of runoff into the groundwater table within the underground storage basin, snout structures and permanent filter baskets have been proposed. These are successful at catching larger pollutants; however, additional runoff treatment that would remove the fine particles and chemical pollutants should be considered. Some options that would not impact the site layout would be biofilters, bioswales, and raingardens, which could be placed in the majority of the landscape islands GAPLIMIC'Yorls'Ille\2006\YQQ603 Cobblestone Commons(Rte34-Eldant ain1\l)GC',h�)-%\rolO2prclitn plon&platdoc to pretreat the water prior to entering the storm sewer structures. 9. Per the infiltration rate analysis in the Soils Exploration Report dated May 15, 2006 by Midland Standard Engineering, & Testing Inc., the initial infiltration rate is 14.2 cfs (1.6 cfs per 10,000 ft z 89,000fr) of drainage bed until the ground becomes saturated. Then, the infiltration rate drops by a factor of 40 resulting in 0.355 cfs (0.04 cfs per 10,000 ft' x 89,000 W). Saturation occurs after only 25 minutes of flow at the intial rate, which equals 0.49 ac-ft of void space (0.055 ac-ft per 10,000 fe x 89,006W) filled with infiltrated water. In addition, with the groundwater elevation range within the underground storage facility, the ground should likewise be considered saturated. Therefore, the required detention should be sized using the actual release rate of 0.355 cfs instead of sizing it based on the allowable release rate of 2.77 cfs. This can be included using the infiltration function of the PondPack model that was used instead of mock culverts. However, the total runoff volume created in the proposed stormwater model is 10.891 for the on-site area, which is not much greater than the required detention calculated at 10.585, and the average release rates would be similar. So, there would presumably be only a minor difference in the updated detention results. TRAFFIC IMPACT ANALYSIS 10. The existing traffic counts appear to be incorrect as they indicate that there are approximately 2200 eastbound through vehicles and 579 eastbound to northbound left turning vehicles in the morning peak hour at the US 34/Eldamain Rd. intersection. Also the existing northbound traffic on Eldamain Rd. appears to be extremely high. Previous counts conducted at the intersection indicate that that the eastbound through movements are in the 400 to 500 range and the eastbound left turns around 100 vehicles per hour. New peak hour counts should be conducted to accurately measure existing conditions. 11. Background traffic projections should be done for a ten year period consistent with MOT District 3 policies. The background traffic projections should also include the site traffic volumes from the proposed commercial development on the west side of Eldamain Rd. Revised 10-year background traffic projections should be provided. 12. The estimated trip generation is consistent with ITE recommendations with the exception of the banking facility. The site plan indicates that that the facility will have drive thru lanes while the trip generation table estimated trips for a walk in facility. The trip generation should be revised to reflect the proper land use (Land Use Code 912). 13. Pass by trips and interaction between the land uses were applied to the estimated site traffic volumes, which is appropriate. However, it appears that pass by trips were subtracted from the driveway trips. Pass by trips do not decrease the number of vehicles entering and leaving the site. Revise as necessary. 14. The percent distribution of traffic entering and leaving the site was not identified. G:\Public\York%ille\2QOb\YO060,Cobblestone Commons(Rte34•Eldamain)\DOC",h\)wrotO2prelim plan&:plat.doc The percentage of site traffic approaching and departing the site on US 34 and Eldamain Rd should be provided. In addition, a site traffic assignment should also be provided indicating the volumes of site traffic at all the proposed access drives for the site. A total traffic volumes figure should be provided indicating the total traffic volumes anticipated at all the site access drives. A percent distribution for site traffic, a site traffic exhibit for all the access drives to the site and a total traffic exhibit for all the access drives to the site should be provided. 15. A comparison of Figure 5 and Figure 9 indicate that there is no inbound site traffic at the US 34/Eldamain Rd. intersection. The text indicates that Figure 9 is the final traffic, but it is titled the same as Figure 5. We would anticipate that site traffic approaching from the west would use this intersection to access the site as well as southbound traffic on Eldamain Rd. Please revise as necessary 16. The capacity analyses were prepared using HCS release 4.1. The current release is 5.2. Unsignalized capacity analyses should also be prepared for the unsignalized access drives. The capacity analyses using the current release of HCS should be prepared. 17. In addition to the analyses provided in the study, we question whether the future traffic volume analysis at the full access drive on US 34 warrants a traffic signal. A signal warrant analysis for the full access drive on US 34 should be performed. 18. The recommended storage and taper lengths for the proposed turn lanes should be based on Figure 36-31 in the IDOT BIDE manual. Please revise as necessary. PRELIMINARY PLAT 19.Easement provisions developed by the United City of Yorkville are Public Utility and Drainage, Landscape Buffer, Stormwater Management and Pedestrian and Bike Trail. Proposed easements should be shown on this plat and be labeled using this language. The United City of Yorkville developed Easement Provision language and format can be obtained by request and should be placed on the Final Plat (this information mentioned here to help expedite future Final Plat approval). 20.Sanitary sewer, storm sewer and watermain shown on the preliminary engineering, when not servicing an individual lot, should be placed in a Village Utility and Drainage Easement. 21.Certificates will should be placed on the Final Plat in the language and format developed by the United City of Yorkville and can be obtained by request (this information mentioned here to help expedite future Final Plat approval). 22.A 30 foot building setback should be provided along all transitional yards. GAPu11 liclYo1kVd1C\-oO6\YO0603 Cobblestone Commons(Rte34-1:ldamain)V)C)C11w»a'oto2prelim plangplat.doc (Yorkville zoning ordinance Section 10-7d-4 d) Approval of the Preliminary Plans and Plat should be contingent upon satisfactory resolution of all the items listed above. If you have questions regarding any of the above, please feel free to contact our office. Sincerely, EN NEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Mr. Bart Olson, Assistant City Administrator Ms. Lynsey Johnson, Administrative Assistant Mr. Travis Miller, Community Development Director JAS Associates, Inc. JWF,/JTW- EEI G:\Public\Yorks ille\2006\Y006(i3 C nhhlestone Commons(Rtc3l-Eldamnin)\.1)OC\1%�pN%mt02prelim plan&plat.doe P RELZMEw-UNARY P36AN or J OPONED LEGEND EX 1.9'DH/JIi EX BUFFALO I!= EX WATER LNE EM-miKENTIN o wa� Ex mkwox Ex.wImm- FOR ❑ EX.l.LET I SE� 0 EX CATCH SAM E.VOW LINE MANHOLE SMT�WATVW ,,COBBLESTONE RETAIL CENTER 1 W PF�MWD�T K" KENDALL COUNTY ILLINOIS 111-11��*UNAT YORKVILLE —sm VALVE&11— n- PROPDefeD WATER UNE Legal Description: 19—W—H%-- QT M _ —A— PREPARED FOR: ■ PROPOSED INLET TA ,:-7jE-UF' _r. . � I 1 10 —�D VEA —A MAIN STREET COMMERCIAL PARTNERS, LLC al.2 WFlP.'X6rl—W NOMM THE PRDM-0"� 372 RIVER RIDGE ROAD ELGIN IL 60123 , 847.551.1300 PWPo 9110TEUVATIMI lw401E. W.THE INDEX -mildimmiMmIr I TITLE SHEET 2 EXISTING CONDITIONS "EN�� 3 PRELIMINARY GEOMETRIC PLAN ."d 5 _U. 4 PRELIMINARY UTILITY PLAN 5 PRELIM MARY GRADING PLAN c—Zd 13OUNDARY&TOPOGRAPHICAL SURVEY ..o. PREPARED BY: PROJECT LOCATION SMITH ENGINEERING CONSULTANTS,INC. 759 JOHN STREET YORKVILLE,IL 80580 630-W.7560 lu REl'*4G70N STE.U.SCHAUMBUIM IL,60173 0 .7 I=a47.310.0087 Rm 4 34 =7f---J��Ttea— Qedgn Fir.#184-004198 BENCHMARK CIVL ,,,,..NG in 21-c LAND PLANNING c D. SITE BENCHMARK(UNITED CITY OF YORKVILLE BENICHMApjqr. % SOUTHEAST CORNER OF BRIDGE CROSSING ABUTMENT AT THE FIELD CROSSING OVER ROB ROY CREEK.. ELEVATION-925.74' ILU .".wItd 1E Jm7 U- -T In INPoRmAmm FOR �T m As■oa 7m Mc =H,S LOCATION MAP *!I mulm Yov o1c 19— WH gATW RZVlSl0jVS r. NX.S. -892* A!*� 05 1 20'0*'6-x0'4' g.s 01 Q' ,F;. .f �- _ .asp _ _ s 3 m 4 _ \ `�'.M •LC,Of.OP•(J, •'•n.q� ��`• "• -- cfQ3,COON---------- M,=dI,00n � Z _d'b t}„�; .B�9Z.� \ .ter• ��.+��..�+�7 �� --- '- G, I LANE . `�� a(ma..a.,oµ .W.,.:�i,(.i�tu+�W� `«»x.,.:.:,�.,.t.,.., � ,. �*�'".;aA•,-- j, r I 9 -- 3�,.*�i� 'mob • `• 11 , , _ 1 - , , , , i I i__ - -- - - _ ---------- ------- � S - __ _ mss". � `, � p' Y� •''"Iili� i�` F�, �m ' 4 T ----------- m N ° e g r�O 13 G7 1 �l'I " Ib ' b c l 'O 6 ------ 1 s �►: 1 �� ; ="^ dpC4J �` N f' I -- ..i 0,.E - --- I 5 C 'C1 nip ° 6 p / JK fO oily 1*0° �° °"'° EXISTING CONDITIONS AS Associates, Inc. $ dwq: 2W&04y ,365 REMINOTON ROAD SUITE U•SCHAUMBVRG ILLINOIS 60,73 i � dm—: R,9. COBBLESTONE RETAIL CENTER �: ��+- U1 :M.D.W. Y RKVILLE KENDALL COUNTY, ILLINOIS Air a�nwaa+m e+ 3,0-8400 (847)310-0087 :; ... - a.- _:, ,.�: �F;;• ..� -y •. ...-. x_ t �- ,.<^±.-. z P .;.� 4""�.�'Y�" s +" •.z,'- ;;:�•» ,��;a.'•.,w ,'�..:� .C:.' " r rt, r +Y us x 1 , .. ,.. ,.>. ",�". .. x. .: ... LOa. ... ...... ...✓ -.-.. .,... , .,, -......5 .-,� . .,- .,, r,.. ,. _._ ..:.. Ste»1. y 44`aw , ..� z_ r.d, .ter.+..x�«.ht ..« .. �•., 'tr , a,.l� .- {�3�� .. z �u x �: .. .-.�.•.&., a u '.... .t; „... , ' ,.,,.. ,. ;?,<'`? aT`�;:*ra'. ,.:,'�.F. ..:.a:,x:�.:�i �'`,:,::...at»,��Yrn .: <�a�a��...,�.�.,....,:,.,...,. w...t`I.'�<.x+..�>:�- «..,:,... p� t � �',r2,.c. `,F. cxO SETa staOus... '0-3 rOA� p6t5T R �_`,t1OF, JJAB.IX c: RAN% `' ay(TRA1018 8"3 r 30 EXISTING �a TRAFFIC . (� SIGNAL 'V W."ETE �„° BANS PARKWAY(ROUTE 34) __ -- _ _ 0�'� .—_ )y � 4► e' g 171, - 'j zr at c• .� /� I �. - I L. sR SETSRCR Ras "— s i•S i REST.4 REST.3 F.F.=630.00 F.F.=830.00 BANK N I 8.000 S.F. 'a 6.800 S.F. F.F.=630.00 RIO' m s [: CeT4��4' I I m g rx 4]W S.F. � Re' y ° i t I R6 s bIR yll� RESTAURANT 1 a = _ .R.• '' _ Flo F.F.=830.00 OI I j1 ��---- m0• R1tl �md _��_'Z��1`�r"� ♦�1 I I II—ZI I 1 ' �I I r �.A, 1�'. N�? �j s 1 P1583• 9 .INS•1s's0.•5•JRwB1d.�'5 0 Y E _and R1d d S7BS'I6S.6'S7•2• °R.1C—— madl l I I aa,r_s� Rld'_810y 1 S'4 SS.I'J'R',E d R 1oR1tl 1s• anz 1 I l R10 .R70 1d 7 t�Q , o `♦ i� I p u• anR1d 0an' °--- ♦ ♦J I J rat 6E d I as j ld m 1� �zi s�ONN_E ° d ' 4 �C nnl md�o__ Rld __�.•49'SYE,��-.. d- _ � 1 �!b I I I Q' - _ ms' 31218• — —— I �,� i f oy v��T°� I I I R]tl w 3. R3tl A!Y ��R� O �- Rr fl4' - -.R1' I r z I I�1 LLJ mo Z� A C /< y I I + 1.3' 913• 70' a 24, a1' Rr _ p v W r r o g t co i a C v c'4. � ' •ray Q Fes- J z 9 J Q I O I R1tl C ct U I I OI± R)4. 1O' IQ ;.'- g '' m rp♦ LL] Q y r� M1 m o 4 tae Qp f aQ q O Z5 0• \ 2101.5' I I 1 N O z .f�Q I N 1Y TLC e- - 13' R24W d / GQ(f'`G Z J W 0 46' AM ro i / / � BOA � m J R1d / A d 5 g�5 le uj O�[ 61 1 817.3• Rs Rte• � a ! R36s• FM per. R16.T.3 -. RETAIL RETAIL BUILDING 9 Zopee R SITE DATA TABLE a' ' -- ----------- 1 i y tl 1 ---_—_------ Ras 3.35' .F.=830.00 NNO: T39.0 �•- s F.F.FF =630.00 : CURRENT ZO IIi } R1Tr, R- 0 36.000 S.F. 36.000 S.F. OX30, PROPOSED ZON*a PLD. — A.30.s � -s• � �� NET rrtoPeRrvARFA:t&4z ACRES 4 ` i 1' 9OSDWGS SQ FT.I PERCENT COVEFtAGE:168,p60 80.FT-01% C. d In y 6, A - R,,. , v , i1� PAV13aH17 SO.FT.I FERCa1T ODVERaGE:386,500 SO,FT.14/% �xy I •I r tr// ry� �01A PAMONG STALLS FROVIDEO:S0 R73' 3 'Lj/ SubIVISlon PAWING STALLS REODUIEO.60 TOTAL NUMBER OF LOT&8 ci I RETAILBUI G7 / y, /o IOTALNUNemOFsmaNas:10 y� F.F._ R3D I I N• a 1. I I I 147505. �ti N / �j 3 —37 FMR16 aETSACI GEOMETRIC PLAN NOTES: g I N 8979• E or3dTMT FpXH�« / '3 ZptTedR2 '1; "'� „"WWEEENOTED OF PRELIMINARY GEOMETRIC PLAN 3 R'2 3S.•Age' aQ 2 PAaoc � ;Q aM OUFM BRAORISA1 LABELEDATTiEaVXOF Z°ITed M�Na1n Z Zpned R' voRt v`a' c bdlVlS 11 ' o AEL I'=50_0' NoN7N /� C p�RM W gu aJ 3)AIL CURB ITA1 71USAIE 2,tna.Eas G7FEUSNIBE O( 05 II fugue Ftets Tow�t'O / NOTED o 2s�l..r-�� 3RdwR 2006-04 I I I I I i I 1 . , .�.. .. ..g.�s'•r,T=r� .:k;..a� 1:,�T ..x _ ,,.'�, �-�s.. u� +�,�c - - .0 , _ , ,r a 1 . 1 s . ,> r`-< ,,,, 1 ,,... .,.. .... .,.: _... .,. :,.. ..,, ... -.,... ...: .�.. �. -ac,._ ..: >< •mss°.5,.;..,><,<, ;+ a. 3' J ,. ,� +rv. .-4'•m ax ,. -..p... ..Ir 'F. ,,. ., .... ..?, �. -.k4. ,. ,. ,......... . .. �. -s.. _ .- .�-.. - .. ....♦.. ,. ,. » , „. ',�« , ..�'._ rm .: `1 i k x'�b L=� ..,-<- _..., :.. £M't,. "f ff.'s. 1.. m4 . . e k '?� -> .A! s �5� .�;F a. a. t, .. > , c rv .-� €,a, -•. a k,e^Rf,',sv #- �E•kfi'• ,. £..: r �.tt, t- ,u, :.t. --• ;. ,,,..;.. t, :; ,�:..,,,. �_ :.�„ v '�,; #s' *�=y,� w v. �' �, �r,,s-. as �&_ r. ax ... .-.. -... ..3' 't ._._. , .. -.: .. a _ `Y'. _a<-, .....Ad.. � iv°�,5. :... :. ,i. a .....,.,x . .a...A.! .,,✓ .'G:.14 r..,.:aw -,- w.,.�a s_..-. _.r.. '�... .�, ,>:�.•;:,z A-a:.. ±c ��:aA •t.�... ^s+r.,. _,_ .., _a.,v� ,.._.,-max, .._,._.� ,., ,,.-...,. � .. - _ � !�w,..•� > *. �.. .»„_..»�..� .vs.x,viva4.,... �.w. ? ;!,, w � .� I ■ M ST MN ST.IS, ST.UN 'Si ' FiLET m 63r.t6 m&11.61 m 937.11 ■ �\ E%wLET INV,.34.16(9-127 i6...1 wV.834. 5-127 MY,euJB(5E-127 wV,854.J5 m eiiA9 l. M.N220(L5F247 W.e33.60(127 WY.631:6(E.f1�N7 ■V.63130(E-18') wv■Sa Da(5-12-) wV.S31.J1(M-24') pIV.6]194(N-567 $$ G1pN B0.5w NL T _ ( 3� wY.`n64(6 PRELIMINARY UTILITY PLAN V INV.830.91(IY) m 80Lb FR e0L11 NV 831.{,S- MUET 932.=9(127 DIV.9x.03(,27 Fii AlET C9 !' EIL ST.YH - - f0.831.31 gg INV.8313+(E-'27) fN,e3Tm wv.euzalw-tz") wr.e3z.TIXNe'-le•) ex.uTCr 6ASn � INV..111e(N-1Y) ■V.M39(E-217 fn e3a.m Flt 037 +-_>-, W.-A a (7, INV.612.39(W-167 9N.e3A62(tz7 INV. s Iz7 - /9<m 0 25 50 100 I {: X 9eEr B/V Ba E 2a7 m e3e67 EXISTING EY GTW SAWN- wv.a0s23(127 G1W BI-4. Flt e3L13 FlL 90=.11 TRAFFIC FL es.lz wv.eu,zc/z7 wY.eu12( N L,1 EY VitET - INY.631,83(W2{r T y INLET SIGNAL rv. z) m e31.w 5� wv a 1. NV.6L,1Qtz7 � 1^ » ON36('27NV.63023(NE-1 _ -__ -- I.O(2 7d$( _ Nn e1z,D(Ew z.) f°x w - V. - W.VETERANS PARKWAY 6IXV.M333 L��.. INV.e34.nOz') 7 fw sn.3e r '1 z3, ■`� M ST.IJVi >'-->- ) �\ wV.033.91(N-tYI -- _ �y _ EK 10'-S Y•�� m BJIA EIL GT - ->"-4--� MV.8J2.12(E.S-20•) _ ___._-- INV.03340 ♦♦VV////�► Fz.CA O 6 -1 `�, N Flt.eOT.b f3 .. f-y f_1�y�y INV.633n II z -- T IT -- mSn,TT_. m6u6,m ST s4 IN!83�I 11 9 E5-~�� I O I _]0 Stl■KK S N16■SfT n u 3 I ■a REST.4 REST.3 9 ro oI F.F.=630.00 F.F.-630.00 BANK 2 9,000 S.F. 6,9006.F. - O r 0.L'6ATEgUM r'� II( j I + F.F.=630.00 I (cD sna 6F 1 j I i e.200S.F. ,c t LOt RESTAURANT 1 zz I { I - F.F.=61 ;FT te,oee S.F. + ,bI ' ' , • 1qq i Lo 4 , �Lol r , l I t2 I i ■ ---- --,, I I s� ) I 1 r Dd MIEAyIN / �1�1«may _•' VJ Lu �, r" f Lu a 8r� , �y I oI ;X � o w I � I4 bjI s g � wL) C �- 1I Q o0 LL F-w N I � PhiOMIEDA9f6P -b�.a�1 U,IET W co w S O J -- --------- RETAIL BUILDING 8 RETAIL BUILDING 6 R.F.=630.00 . /� 10 0 F.F,-630.00 WOODSY. 35,0008.F. I LotI r 1 J / /. FOX D«,YEEA■� I I 1 �u�;�►g Y8L TAM CA a"_BAY sm MODIFIED PRO=DENSIT" I r I �.as �' R • �K9 BGel Y MK■TMWD', r 9 d /r PAVFAFnT 6 RETAIL BUI 7 I I F.F. ) I ,p� PEttF01u'ED I I ) 3D'PNT16N6 SEl■Atw v. 1• tgp 3 OlUem G-1 � m > i T--t--)^•-•Y-��-1- Y- Y�>�'� 921196 -Ift'ION IMN6 Ak.3: z. 6 wALE15MlD 1'' (' Tr D.L■ATE6YNN sill N 89'Ig E 9�g4TC tNX 1 w 5TH 9t01■9 855.17v F H�« , '•{ .` ,- fe'VALK ex a m 832b 9[EA Dyt1ET PK OX I N 1 i •vAVLT Fll r � 9N.el.b - I TwI 10'w4 �jU��V1S1O" ' P06AA,wAW ] C6■WIDYMIFR sh�ee/t� !r� 'T Re1a118. -Tr - i jo`MH^'•'- ' Drmfuw s,oeL �/TaOV a I bl F }f6 m' 6D■6pv me 86'0 ASGMP PIPE BEDDING T T N.T9 lil C �T I �® number 006-04 r.. .'•. ... .a:M--.. a 'sx .,•.,.,:u ...T ..ur.. ., -- +tu--: „e m-F: t,k ,.,., rnu'VY -,-+x_x .,...,sa.. �..�._ --_ ._. ..-... ..x.....�_....-__ __......._ ,F^,. '�'-:,$rzu,ro4 ... t.:.ax'F �'tN�^'� •�m4_ ,1'�a.E4H v«'x xY: "Pq.4"e �5, r _ - �aex..C2•o` _.� .. _. . _ ,�s, I:a "" � 1 a .� STORMWATER MANAGEMENT ,$ _"�� '4 '',. %,�, "P•t ALL SPOT ELEVATIONS ARE SUMMARY �_ ® : __......... S_ FINISHED.PAVEMENT C : --------' �-- _ _ __ _ `ems^u TOTAL PARCEL AREA 19A2 AC. _ _ --- - -- -'-®� - l��myN`, PARCEL AREA IN FLOODPLAIN!0.99 AC. €. _ ______ ___ g____ _, NET PARCEL AREA 18A8 AC. TRAFFIC -�� 9fCidlAL _ _ ._______,�__ ___,—_— DETENTION STORAGE PROVIDED.10.&AC.Ff. 'T__W VETERANS P ARKVVAY r_ - - - - _ a _ == E4 - ,';-- '- _ °�--- - ,. ---- -- - - � - -- _- - ----_- -- to� 0�' Y . y _ r 1 __ _ ___ _ x` __ F 630 a ST.3 �`� �� 3� 'A ' I ";i ;ro, �. =830 BANK1 a I � i fy�F,,. .F $ .� � R.F.E .00 � � �,' '� I 1 -i(' ---- -_' -_ :''�� ,,' " I!( I• I ,�., _ e.aaosF __ s,ew s.F. `)< I F.F.=630.00 ° ;. `'� .i�,i ,, 'y*" ,a�' gip+ __ e.sooSF. `, }' ,p ��___,e._, �� _,4 ,' ' r" ° y _ ` '� t Mpg -- , O , , , , REST I -'' F.F I r D e I I 1 ; ! �OJg �A 9 top_,; F '`� -°'�=•,� ,., - �...,� __ I I�¢ � � j _ 1 Q- �m O I I t ° �. - , ® F y —,:i1sT0 ash .,� _ Q 2 I 'r'JI ; i, d F i� • , Tu yQC C�! a",L I �' ;L` a °� f' aF o / i Tt- �� `+- Z C7 ( Fj' •' o, ✓ I ;{ % o - / Q �, 1�`� J �'� � rep Z m V w R c t o P; - (�j a� / ?., , :- F-Lu /,�, I d' �' L f /',o;' / Ae 'f iii''',,. Lu �/ �, 1; �eA # i °"'T 'I i�i i Sq�g1� O7&. �u '', -=%'i \\ 0c O ------------,# -_ "•,-s afI RET/11L,•8,I DI/, 6' RET111LBUILDIN09 �1.+-� ;'.ea',y'� fI• fjuowis10n ;00�� yvr MP NOTE: C) -- tI�"' -- -i� *' %F.a.=,'8d,0.0�Q F. 0.00-•--_. ',f � �, ,f' ,a✓' ,,�' ALI arORMFTRLCT11RESeAlE0IA1ELrl�6TREAM 1" `'�/ aF THE Y87 PN'E SHALLGVNTAIN A BMP INC. _ _ �' 'SHOAT CATCH 9Aee'1 FILTER ALL RIZER MANHOM WER THE RI'O PIPE SHALL CONTAW PERMANENT 'e'C' I �/ A 1% _ �O� INLE7 aA9I4-iTa. , _ , t JiETriTL BUIL G7 „_-- 1p J �� I� I" "° -- = _ _ — — ——---�-="_-� ey TES oROU>EOaw a m 4 __ _ _s �' . {{ •' I k '--- --.°-- ----- - _y-' --- ..e'- -- f F = ® ;' %• '• fl1TW�1T10�PER HHIORRnOW # V I I: _ _ - _ _ — —_ __ —_ __ — T, GGG,,, ,'';�,' AN!HTORAwc ARN.TV OF rc 1 "� I I — t— ��.S.t7. �-� t 110 ROY zm IIIOY �' i i ..; - N 6979 E_- ava o�uTa. =' �� I !' t" aNUARr ian PRELIMINARY GRADING PLAN i' rn RJP vA c rtOf[ .'' $IQ� !M1r j To LUM aP slwec e� R.� zs W 05405 -1'J I y-� - PAN[MmL n Ewm aaq 'TOWn d,IV� '1 1+� 100 Aff R 1'=50'-D' 100 AR7RTH e I _--- 618119 Wi ., I Fes. 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L—I— „`' • 1: --------------v. .-.--"- - -_ b•PASSIG lErsACS NOTES: I °5 er• ----- _-, - = 320.00 - a�.,> �__�__ �='•1j:��—:—�r _' %•� v;«E��'",E�, PRELIMINARY PLAT --;�---- - T 915.1 T „M2 ! ao m scxoa wnaor slwei -- - - N 8999'23 E l _ ,,yy 7 -' p,-10- ti r 2 00l Unl• - 1915.97'1 ''" wNa-rte t S Nru•.ro1auivrrcmrawLOrvar1N az.wK 1N 8999'23' )' y, Hl`4 PSaF L F •" eNau�Nl,aweuL,AN e.a.eaaaw 0 25 50 100 M ;� •"Z .•yitR2�- _ L� m• Z FOX y5) 85, voaM"L'E' .:f:��.t y. Z �' .,t�aumroNNa uoAne,,e.wEAwtnwvnmmao �rva_ 2004.000 TOy,,(1ton NctaeJEmroc+umEn+s�EOEVwxaumm .. :F 1110 �jg por.P70. ZOf+ ;� Q ectn NORTH 01 01 F 2006-04 C1Ty pFy 09 UNITED CITY OF YORKVILLE �� m 800 Game Farm Road p� Yorkville, IL 60560 �'Fp 630/553-4350 PC # PC ��C ls- 50 APPLICATION & PETITION Please Check One: x_ Preliminary Plan X Final Plat Development Name: Pg*irti& Date of Submission: (01rdnb 1. Name of Petitioner(s):_Donald J. Hamman and Carol S. Hamman & Co-Petitioner Jason Poppen Address: 13351 B Faxon Road, Plano, Illinois 60545 Phone Number: 630-554-9101 Fax Number: 630-552-7362 2. a). Street address and physical location of subject property: Countryside Parkway & McHugh Road-Between USPS and Wa1Mart b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 11.66+/- 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: See attorney information below. Attorney: Name: Thomas C. Zanck Address: 40 Brink St., Crystal Lake, Illinois 60014 Phone Number: 815-459-8800 Fax Number: 815-459-8429 Engineer: Name: _Jason Poppen - Smith Engineering Consultants, Inc Address: 759 John Street, Yorkville, IL 60560 Phone Number: 630-553-7560 Fax Number: 630-553-7646 Land Planner: Name: _Jason Poppen- Smith Engineering Consultants, Inc Address: 759 John Street, Yorkville, IL 60560 Phone Number: 630-553-7560 Fax Number: 630-553-7646 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: rte., a",3 .2" Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e. Planner, r Petitioner's Attorney,Engineer)must appear on this application.) r A J Subscribed and sworn to before me this day of Qre�� 12004, Wary Seal THIS APPLICATION MUST BE NOTARIZED. OFFIgAL> A! JUDITH M IOD�IER NOTARYPUK C-#TAUOFUN= W COIN1NNW EN 1ES*0M PRELIMINARY PLANXINAL 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. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds, and letters of credit are submitted to the City, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. U � 4, Date Signature of Petitioner CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REOUIREMENTS 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 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 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 PC aodt�-5Q Cl United City of Yorkville Memo 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE Date: September 6, 2006 To: Plan Commission From: Travis Miller, Community Development Director Cc: Lynsey Kawski(for distribution to Petitioner) Subject: Prairie Pointe Preliminary Plan and Final Plat Request Staff Comments 1. This subdivision is part of the Yorkville Crossing Annexation and Planned Unit Development approved July 13, 2000. The subdivision plan and proposed uses are consistent with those approved under this agreement with the recent zoning amendment for a portion of the property from R-2 to B-3 recommended by the Plan Commission July 26,2006 approved by City Council August 8,2006. 2. Crimson Lane will provide access to Lot 4 as well as connect to the proposed private access road serving access to all four proposed lots. The Preliminary and Final engineering plans denote that Crimson Lane will be"provided by others". Currently,there are no construction/engineering plans under review for approval by the City for Crimson Lane. Final approval of this plan should be subject to the construction of Crimson Lane by whatever entity will be constructing this improvement. 3. Staff recommends an access easement be provided on Lot 4 to allow the US Post Office to cross with an exit(or east bound) lane. Currently a one-way exit lane connects to Countryside Parkway just west of proposed Lot 4. The distance between this exit point and the proposed Crimson Lane is a staff concern. 52 Wheeler Road •Sugar Grove, IL 60554 TEL 630/466-9350 FAX.630/466-9380 www.eelwob.com Engineering Enterprises, Inc. September 6, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Prairie Pointe Preliminary& Final Plat/Final Engineering Review United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced Final Plat and Final Plan submittal: • Final Engineering Plans prepared by Smith Engineering Consultants, Inc. consisting of eighteen (18) sheets revised August 23, 2006. • Engineer's Opinion of Probable Construction Cost prepared by Smith Engineering Consultants, Inc. revised August 23, 2006. • A Final Plat of Subdivision- Prairie Pointe consisting of two (2) sheets prepared by Smith Engineering Consultants, Inc. revised August 23, 2006. • Illinois Historic Preservation Agency EXEMPTION letter dated July 20, 2006. IHPA Log #: 009062206 • Illinois Environmental Protection Agency NDPES Permit #: ILRIOG221 dated August 24, 2006. • Final Stormwater Management Report prepared by Smith Engineering Consultants, Inc. dated August 22, 2006. • Smith Engineering Consultants, Inc. Response Letter dated August 23, 2006. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Consulting Engineers Specializing in Civil Engineering and Land Surveying 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: 1. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 2. No part of the site is located in the f{oodplain as delineated by FIRM panel 170341 0020 C. 3. 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) regarding preservation of cultural resources. RECEIVED IHPA Log #. 009062206 dated July 20, 2006. 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. RECEIVED IEPA NPDES Permit #: ILRIOG221 dated August 24, 2006. 4. An Existing Field Tile survey should be provided for review. The developer has requested a waiver from this requirement, citing the absence of field tiles on neighboring properties. EROSION CONTROL SPECIFICATIONS 5. The City Standard Specifications for Improvement requires that the erosion control plan includes the following information: a. Identification (name, address, and phone number) of the person or entity which will have legal responsibility for maintenance of erosion control structures and measures during development and after development is completed. REQUIRED BY SOIL EROSION AND SEDIMENT CONTROL ORDINANCE FOR UNITED CITY OF YORKVILLE; ILLINOIS(404.3.0 b. Show proposed phasing of development of the site, including stripping and clearing, rough grading, construction, final grading, and landscaping. Phasing should identify the expected date on which clearing will begin, the estimated duration of exposure of cleared areas, and the sequence of installation of temporary sediment control measures, clearing and grading, installation of temporary soil stabilization G:%Pub1ic\Yorkvi11e120061Y00627 Prairie Pointe\DocUveywrotEng$PIat05.doc measures, installation of storm drainage, paving of streets, final grading and the establishment of permanent vegetative measures. REQUIRED BY SOIL EROSION AND SEDIMENT CONTROL ORDINANCE FOR UNITED CITY OF YORKWLLE, ILLINOIS(404.4) (Repeat Comment — The engineer's response stated that the above will be addressed in the SWPPP but Sheets 17 and 18 are the Stormwater Pollution Prevention Plan and thus should be revised to include the items) GENERAL STORMWATER MANAGEMENT: 7. The Engineer should revise the stormwater management design to include the entire mass grading development, and not just the portion developed for SEC. The required detention responsibility may be determined per parcel, but the final engineering should demonstrate that all onsite stormwater as well as offs1te bypass is accounted for and managed properly. 8. The Engineer should provide hydraulic conductivity testing results for the existing onsite soils in order to show that they are acceptable for use in the bioswales, infiltration trenches, and the raingarden. It is suggested that these tests be performed onsite at the location and elevation of the proposed invert for the respective stormwater BMP facility. One of the following tests may be used: • Double ring infiltrometer test per ASTM D3385 • Lab test per ASTM 2434 through a Shelby tube sample • Falling Head Percolation test 9. In regard to the above comment; a minimum of 2 soil investigations should be performed for an infiltration trench less than 100 linear feet. For infiltration trenches longer than 100 ft., one additional investigation should be performed per each 100 linear foot section past the initial 100 ft. 10.For sites found to have varying soils: and/or hydraulic conductivity, the lowest infiltration value should be used in the BMP facilities' design. 11.If the infiltration rate and soils data from the Menard's development in Yorkville are used, the results should be included as a table in the report. In addition, a table comparing soil borings from the Menard's site and the existing SEC site is necessary to show that the soils on both sites are similar in characteristics. 12.The stormwater management report stated an infiltration rate of 0.008 feet/second (fps) which is equal to 345.6 inches/hour (in/hr); it should be noted that soils with an infiltration rate greater than 5 in/hr or a combined silt/day content less than 5% may not be suitable because of limited capacity to remove pollutants. 13.The Engineer should clarify whether a raingarden will be used in the final design. Currently a raingarden is shown in the plans at the southwest comer of the SEC site, but there is no detail supplied and no mention of raingardens found in the stormwater GAPub1ic\Yorkvi11e120061Y00627 Prairie Pointe\Doc\1wywrotEng&PIat05.doe management report. 14.The Engineer should clarify the use of the "storm sewer system" to capture the heavily contaminated first flush. 15.A maintenance plan for the bioswales, infiltration trenches, and raingarden should be provided in the plan's specifications. 16.The Engineer should clarify where drainage area A10 drains to. It is currently shown in the plans sheet flowing toward unconnected °special structure" manholes. In addition, the report shows that this area will not contribute to any BMP facility. If this is true, proper stormwater management techniques should be used to collect the area's runoff. 17.The Engineer should include in the report, documentation demonstrating the surplus volume of the Harriman basin in comparison to the proposed volume that would need to be used by the site. An agreement between the developer and Mr. Harriman illustrating Mr. Hamman's ability and commitment to accept of-site stormwater flows should be provided for the City's files. 18.The Tc paths for the existing and proposed conditions should be drawn on both exhibits. 19.The Engineer should clarify the use of CN = 93 within the Cover Description Column found on the Runoff Curve Calculations Worksheet 20.The 3 design issues that are noted in the second bioswale detail (sheet 16) should be addressed and replaced with the resultant design values. STORMWATER MANAGEMENT PREVIOUS RESPONSES: The following comments are offered to reply to the Response Comments letter from Smith Engineering Consultants, Inc. (SEC), dated August 23, 2006. The Response Comments from SEC were written to reply to the comment letters offered by Engineering Enterprises, Inc., dated July 24, 2006, and August 18, 2006. 21.With reference to the previous recommendations for the conservation design features; these are standard design parameters used to ensure the safety and functionality of conservation design installations for long-term reliability. This range of values encompasses the majority of site conditions. 22.Regarding the Engineer's request to perform further analysis to determine some of the specfications, these design parameters for the bioswales and raingardens need to be finalized prior to Final Engineering approval. The proposed soil types and compaction rates determine the infiltration rate. An infiltration rate of 0.008 ft/sec (345.6 in/hr, 28.8 Whr) was claimed in the proposed report to alleviate any need for detention. The typical infiltration rate for a bioswale is only 2 in/hr, therefore, the proposed soils with an infiltration rate of 345.6 in/hr should be chosen and analyzed. Additionally, these G:1Pub1ic\YorkviDe\2DD6\YOD627 Prairie Pointe\Doc\IwywrotEng&PIatD5.doc proposed infiltration rates lessen over time as the material fills with pollutants. The various proposed soils as well as the sandy clay subsoil should be analyzed to determine the limiting factor. 23.(Previous Comment #21 from EEI) The existing site hydrology should be analyzed to identify the depressional areas, to identify any areas of concern, and to ensure that the proposed release rate does not exceed the existing release rate. a) (SEC Response to comment#21) `Due to the fact that the proposed stormwater system will infiltrate onsite stonnwater and not discharge to off-site properties, an existing conditions hydrologic model will not be needed. There are two small depressional areas that will be mitigated within the Hamman detention basin." • (EEI Answer to Response #21) According to the conclusion of the narrative section of the Stormwater Management Report, only SEC's portion of the proposed site will infiltrate 100%. Since the remaining areas might have runoff contributing to the Hamman Basin, the whole site should be modeled for the existing conditions to ensure that depressional areas are identified, areas of concern are identified, and that the existing release rates are not exceeded in post development. 24.(Previous Comment #22 from EEI) The site runoff will discharge to the Hammond Regional Basin, which is an offsite detention facility. The required detention to be placed in the regional basin for this development should be modeled based on a 100-year 24-hr storm with a zero release rate according to the design parameters of the Hammond facility. The stormwater model should be run with a mock trapezoidal pond with 4 feet of bounce, with CN calculations, T. calculations to the point of site discharge, and stage- discharge calculations for a restrictor that would meet the requirements of on-site detention. b) (SEC Response to comment#22) "See Response 21.' • (EEI Answer to Response #22) The previous submittal's analysis of the bioswales demonstrated that they overtopped during the 2-yr storm event, however, now the report states that these swales can handle the 100-yr storm event with zero discharge. The current analysis utilizes an infiltration rate of 345 in/hr, which is 100 times the rate that is typically possible within a bioswale of 2 in/hr. The required detention for the entire site (not only the SEC portion) should be analyzed for the Hammond regional facility. • The capacity and infiltration rates of Bioswales are typically considered a suitable application to manage a 2-yr storm event; the relatively small bioswales are not typically considered capable of handling the entire 100-yr storm event because the soil and sub-soil have infiltration limitations after the soil becomes saturated. 25.(Previous Comment#23 from EEI) There are two small depressional areas that are being filled by the development; these should be analyzed in the existing conditions model and included in the total volume to be added to the off-site pond. One is located along the northwest side, and one is located in the southeast corner. c) (SEC Response to comment#23) "See Response 21.' GAPublifforkvilleN20061Y00627 Prairie Pointe\DocllwywrotEng&Plat05.doc • (EEI Answer to Response #23) The depressional volume calculations found in the report are acceptable, but the need to safely convey these volumes, along with any runoff from lots 2, 3, and 4, to the offske pond should be demonstrated. 26.(Previous Comment #24 from EEI) The storm sewer from the property line to the off-site regional basin should be sized to handle the 100-year critical duration storm runoff for the on-site areas as well as any offsite bypass, so that downstream properties are not affected by the absence of on-site restricted release. In addition, the Engineer should demonstrate the safe conveyance for the overland flow route to the off-site basin for the 100-year storm event. d) (SEC Response to comment #24) "There will not be a storm sewer system discharging to the offsite basin. The onske storm sewer system will discharge to the perforated pipe that runs under the bioswales. The perforated pipe will be capped at the end to force infiltration into the sandy soils. The 100-year storm event will be contained onsite along with oftite bypass from the Prairie Meadows site to the northwest." • (EEI Answer to Response #24) According to SEC's response #21, the depressional storage volumes will be conveyed to the offsite basin, indicating that stormwater will leave the site. In addition, the runoff for Lots 2, 3, and 4 have not been accounted for in the infiltration calculations and will need to be routed to the offsite basin. The report narrative states that there is an anticipated flow of 8 cfs discharging from the site, which exceeds the allowable release rate of 1.75 cfs for the site, if no detention is claimed within the regional facility; this should be managed with a storm sewer to avoid erosion. 27.(Previous Comment #25 from EEI) The bioswale pictures that were included with the constructions details should be replaced by construction quality details that include the specifications appropriate for this site. The design considerations listed on the current detail should be analyzed to ensure that the bioswales function as intended. The following is a list of things to consider when determining the specifications of a bioswale; calculations should be included to demonstrate that these are met: e) (Previous Comment #25a from EEI) The depths of the various layers of soil & substrate in the bioswale should be labeled on the detail. (SEC Response to comment #25a) °Please refer to revised design of bioswales, details, final engineering and landscaping plans to the above." o (EEI Answer to Response #25a) The proposed soil layers should be determined prior to Engineering approval. f)(Previous Comment #25c from EEI) The type of soil mixes used for the various layers of soil in the bioswale should be labeled on the detail. The soil should allow for design infiltration, but not let the soil dry out and let the vegetation die. The soil should be roughly 70% coarse sand, 8-10% organic matter (compost and young peat moss are typical), less than 10% day, and compacted to 70%. Often it is necessary to install an irrigation system to water the plants in times of drought due to the soil's drainage characteristics. In addition, the soil mix and GAPub1ic\Yorkvi11e\20D6\Y00627 Prairie Pointe\DDcUwywrotEng&PIat05.doc roots should be designed to avoid soil blinding. There should be 6 inches of coarse sand on the invert of the trench to prevent compaction of the bottom. • (SEC Response to comment #25c) "Noted. At this time refer to the bioswale detail for the above, further analysis and testing of soil to be performed to find ideal characteristics of the bioswale to vegetate and also be permeable." o (EEI Answer to Response #25c) The proposed soil layers should be determined prior to approval of the Engineering plans. g) (Previous Comment #25e from EEI) The height of the storm sewer rim elevations relative to the bottom of the swale should be labeled on the detail; a typical height would be 6" to achieve the appropriate ponding depth. The recommend maximum depth is from 6 to 12 inches. (SEC Response to comment#25e) "Noted. Please refer to the bioswale detail, stormwater design notes and grading plan for the above." o (EEI Answer to Response #25e) The Engineer should clarify the rim elevation compared to the location of ground surface elevation in the bioswale detail. h) (Previous Comment #25f from EEI) The pipe location, diameter, elevation relative to soil layers and any perforation specifications for underdrains should be labeled. • (SEC Response to comment#250 "Noted. Please refer to the bioswale detail, stormwater design notes and grading plan for the above." o (EEl Answer to Response #25f) The Engineer should clarify the elevation relative to the typical soil layers found on site, within the bioswale detail. i)(Previous Comment #25h from EEI) The infiltration rate of the design soil should drain the bioswale within 24 hours. • (SEC Response to comment#25h) "Noted. Further analysis and testing of soil to be performed to find the ideal characteristics of the bioswale to vegetate and also be permeable. Infiltration rates of surrounding sites have yielded a penculat►on rate of the silty-sandy soil to be at rate of.008 ft/sec(refer to Prairie Meadows.)" o (EEI Answer to Response #25h) The Engineer should provide supporting calculations in the report. j) (Previous Comment #251 from EEI) The curb cuts into the bioswale should be more frequent to avoid concentrated flows and subsequent erosion. We recommend 3 foot wide cuts every three parking stall (27 feet on-center) not every 15 stalls. • (SEC Response to comment#25i) "Noted. Further analysis has yielded that the located curb cuts yield a maximum tributary flow of 3.39 cfs, and a max flow depth through this section in a 10 yr storm event of 0.15:" o (EEI Answer to Response #25i) The Engineer should provide GAPub1ic\Yorkvi11e\2006\YO0627 Prairie Pointe\DocUwywrotEng&PIat05.doc supporting calculations in report to ensure that the velocity will not cause erosion. A flow of 3.39 cfs through a 3 foot wide curb cut flowing at a deep of 0.15 feet would have a velocity of 7.5 ft/sec, which exceeds the recommended maximum velocity for steep slopes in the direction of flow of 2.5 ft/sec. o Alternatively, the recommended standards could be used. k) (Previous Comment #25j from EEI) The bioswales are the main overflow conveyance routes and should be analyzed in regards to the 100-year critical duration storm. They should not overtop the sides at a depth on the pavement of more than 12 for the parking areas or 6 inches for the overtopping that crosses the roads, which required to pass the flow. • (SEC Response to comment #25j) "Noted. The bioswales have been designed so that they will infiltrate the majority of the site and not overtop on to the roadway. If the capacity of the bioswales are compromised, the main roadway will provide a secondary overflow route to the detention basin." o (EEI Answer to Response #25j) The secondary overflow route should not allow water to pond more than 6 inches above the centerline of the proposed roadway. 1)(Previous Comment #25m from EEI) A long-term management and maintenance plan for the bioswales and raingardens should be included on the plans to determine the maintenance tasks and frequency and the party responsible for the long term functionality of these areas. (SEC Response to comment #25m) "Noted. See landscaping plan I& maintenance plan." o (EEI Answer to Response #25m) These management and maintenance plans should also appear in the Standard Construction Details of the plan set. 28.(Previous Comment #26 from EEI) Similar considerations and specifications should be made for the proposed raingardens. In addition, it is unclear where the raingardens are located; they should be labeled on the plans. • (SEC Response to comment#26) "Noted. The Raingarden is called out on sheet 10 of final engineering plans." o (EEI Answer to Response #26) The Engineer should also provide a construction quality detail of the Raingarden in the final engineering plans with labeling similar to that of the infiltration trench detail. a) (Previous Comment#27a from EEI) The surface area of raingardens should be a minimum of 10-15% of the contributing runoff area. • (SEC Response to comment#27a) "Noted. Due to limitations of the area proposed the raingarden and bioswale will work together in containing the runoff." GAPub1ic\Yorkvi11e\2006\Y00627 Prairie Pointe\Doc\IwywrotEng&PIat05.doe o (EEl Answer to Response #27a) The area of the infiltration trench/raingarden should be labeled on sheet 10 of the final engineering plans to ensure that the area is appropriate for the design. b) (Previous Comment#27b from EEI) The drain time should be limited to 12 to 24 hours. (SEC Response to comment #27b) "Noted. Further analysis and testing of soil to be performed to find ideal characteristics of the raingarden to vegetate and also be permeable. Infiltration rates of surrounding sites have yielded a perculation rate of the silty-sandy soil to be at rate of.008 ftlsec(refer to Prairie Meadows)" o (EEI Answer to Response #27b) The Engineer should include calculations demonstrating drainage times based on site's soil properties. c) (Previous Comment#27c from EEI) The ponding depth should be limited to 6 to 18 inches depending on drain time. (SEC Response to comment#27c) "Noted. Further analysis and testing of soil to be performed to find ideal characteristics of the raingarden to vegetate and also be permeable. Infiltration rates of surrounding sites have yielded a perculation rate of the silty-sandy soil to be at rate of.008 ftlsec(refer to Prairie Meadows.)' o (EEI Answer to Response #27c) Analysis and calculation should be performed prior to approval. d) (Previous Comment #27f from EEI) Appropriate soil type and permeability should be determined and labeled, similar to the bioswale. • (SEC Response to comment #27f) "Noted. Further analysis and testing of soil to be performed to find ideal characteristics of the raingarden to vegetate and also be permeable. Infiltration rates of surrounding sites have yielded a perculation rate of the silty-sandy soil to be at rate of.008 ftlsec (refer to Prairie Meadows)" o (EEI Answer to Response #270 The soil types need to be determined prior to approval. e) (Previous Comment #27i from EEI) Curb cuts should not exceed 27 foot spacing and concentrated flows from downspouts should be protected with rip- rap. • (SEC Response to comment #271) `Noted. Further analysis has yielded that the located curb cuts yield a maximum tributary flow of 3.39 cis. and a max flow depth through this section in a 10 yr storm event of 0.15: Downspouts are going to be subsurface and inter-networked to-storm system." . o (EEI Answer to Response #27i) Noted. The velocities created by concentrated flow at these curb cut locations should also be GAPub1ic\YorkviHe120061YO0627 Prairie Pointe\DocNwywrotEng&Plat05.doc analyzed to ensure that there is no scouring of the topsoil. Alternatively, the recommended standards could be proposed. f) (Previous Comment #27j from EEI) Construction specifications regarding functionality and long term viability, such as protecting from construction traffic compaction and protection from water under the vegetation is established. Erosion control blankets should be shown in the raingardens on the soil & erosion control plan. • (SEC Response to comment #27j) "Noted. See landscaping plan for maintenance plan and grading plan for erosion control.' o (EEI Answer to Response#27j) The maintenance plan should also be included in the plan set with a note regarding compaction protection. 29.(Previous Comment #28 from EEI) The parking islands may be good candidates to be utilized for raingardens. m) (SEC Response to comment #28) "We feel that these areas are not large enough to utilized as a raingarden, but plantings in these areas will resemble that of a raingarden." • (EEI Answer to Response #28) Proper grading of adjacent parking areas (utilizing the area of the island as 10-15% of the tributary area) as well as grading and designing the islands in the same fashion as a typical raingarden may aide in stormwater management by creating numerous infiltration "pockets" which would reduce the cumulative flows into the bioswales and raingarden. In addition, these areas may drain to bioswales via perforated pipe, which would increase infiltration and reduce stormwater volumes in the swales and gardens. 30.(Previous Comment #29 from EEI) There should be storm sewer calculations along with an inlet drainage area exhibit following the ordinance guidelines. n) (SEC Response to comment#29) "The storm sewers shown on the plans are to collect low flows and have very minor drainage areas. We are still investigating the possibility of malting the stom7 sewer under the parking lots into perforated pipes that would promote infiltration and would not need capacity calculations as required by Ordinance." • (EEI Answer to Response #29) Noted. Until the time that the decision to use perforated pipes is made, storm sewer calculations should be included to insure that the system will function properly. FINAL PLAT OF SUBDIVISION REVIEW 31. The legal description should accurately describe the actual measured boundary of the unit. Please revise the legal description. 32. The Cross Access Easement"provision states that these easements are labeled on the plat. Please label where appropriate or remove provision. G:\Pub1ic\Yorkvi11e\2006\Y00627 Prairie Pointe\DocVwywrotEng&PlatD5.doc 33. Please provide document numbers at the appropriate places in the legal description for Prairie Meadows Subdivision, the existing Drainage Easement and the United States Postal Service Lands. 34. The legal description needs to be corrected by changing the word "STATED"to"STATES" in the corrected phrase "UNITED STATES POSTAL SERVICE LANDS" (2 occurrences). 35. The abbreviated legal description beneath the title on sheet 2 should be changed to the same text statement as sheet 1. 36. Please provide text notes and any needed line work to the graphical portion of the plat to help identify the calls in the legal description on related to: Point of Beginning (text), Lot 167 of Prairie Meadow Subdivision (text), Yorkville Commons (lot numbers and lot lines), the existing Drainage Easement(line work, dimensions and document number), Countryside Parkway (document number), United States Postal Service Lands (document number, and other text notes, i.e. southeast comer), McHugh Road (document number). 37. The legal description Point of Commencement should be shown along with all courses leading to the Point of Beginning. A separate detail or line work and text attached to the current graphical portion of the plat would be recommended. 38. The existing easements shown within this subdivision should have text added to state the document number by which each was granted. 39. Building Setback Lines should not be shown within an easement area, i.e. Lot 4 and Lot 1, please trim and remove. 40. The Parking Setback text which overlaps the Crimson Lane text should be edited to eliminate the conflict. 41. Text stating the total acreage of the subdivision should be added to the plat. 42. Access Easement, Cross Access Easement and Reciprocal Easement Provisions should be placed on the plat and submitted for further review. 43. Lot 1 and Lot 2 need additional dimensioning for their respective property lines adjacent to Lot 167 of Prairie Meadows Subdivision (2 additional dimensions). 44. The existing sanitary sewer, shown on the engineering plans, which lies near the southeasterly corner of Lot 4 does not appear to be encompassed by either an existing easement or an easement granted by this plat. Please address this issue by granting additional easement width or by showing previously granted easement and document number by which it was created. GAPub1ic\Yorkvi11eX20061Y00627 Prairie Pointe\Doc%WywrotEng&PIat05.doc 45. Please be advised the developed language for the paragraph of the Surveyor's Certificate which addresses the monumentation of this subdivision has changed. The following text is the revised paragraph: 1 FURTHER CERTIFY THAT I WILL SET ALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (765 ILCS 2050. THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS PLAT (SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) 46. All blank lines for document numbers should be completed prior to the plat being recorded. Blanks which should be completed appear on the graphical portion of the plat and the Surveyor's Certificate. ENGINEER'S OPINION OF PROBABLE CONSTRUCTION COST 47. The Engineer's Opinion of Probable Construction Cost should be revised to include the costs of rain gardens, bioswales, and any other BMP's being incorporated into the design. Conclusion Our review will continue as the above comments are addressed by the developer and the design engineer and the revised Final Plat and Final Engineering Plan documents are submitted. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark cheller, P.L.S. Senior Project Surveyor p.c.: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Johnson, Administrative Assistant Jason Poppen, SEC George Keck, SEC JWF/JTW-EEI GAPublic\Yorkvi11e\20D6\Y0D627 Prairie Pointe\DocVwywrotEng&P1at05.doc PC aoou- 50 United City of Yorkville County Seat of Kendall County s 800 Game Farm Road EST. , 1836 Yorkville, Illinois, 60560 Telephone: 630-553-4350 O Fax: 630-553-7575 Website: www.yorkville.il.us September 7, 2006 To: Travis Miller From: Rebecca Houseman Subject: Zoning Review of Final Plat of Subdivision, Civil Engineering Plan, and Final Landscaping Plan for Prairie Pointe Commercial Subdivision Dated June 23, 2006 and Revised August 23, 2006. After reviewing the documents outlined above for the Prairie Pointe commercial subdivision located northeast of Countryside Parkway and Mc Hugh Road in the City of Yorkville for compliance with the zoning code, landscape code, and sign code, staff found that the plans are deficient in the following ways: Civil Engineering Plan 1. There is a parking space on the southeast side of the primary structure showing a width dimension of 8 feet. The minimum width of 90-degree angled parking spaces is 8.5 feet (10- 11-3 C). Landscape Plan 2. The dimensions of all landscape buffer yards must be shown on the plan to ensure compliance with the landscape code. 3. Please note that permits are required for all proposed signs. Signs may not be located within any easement, within a 25-foot vision triangle if located on a corner, or within five feet of any property line. Before sign permits may be approved, sign plans must be submitted including a plat of survey showing dimensions from property lines and easements, dimensions of signs including area of face, mounting information, electrical information (if applicable), the PIN, and the value of the sign. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE Lynsey Kawski Jason Poppen, Smith Engineering S:\Rebecca\Yorkville\Comrnercial Plan Review\Prairie Pointe\Prairie Point Review 9.6.06.doc i t SMITH &NGINEERING CONSULTANTS, INC. FINAL PLAT OF SUBDIVISION � .�W ee:ou ��°0°e0me-v°w PRAIRIE POINTE ��.nmmm .m.�.�.�'� LBhDODaDE A SUBDIO90M OF PART OF SEC77ONS 21 AND 28, TWP. 37 N., RANGE 7 E. OF THE N R°� i•rP THIRD P.M., IN THE UNITED CITY OF YORKWLLE, BRISTOL MR, KENDALL CO., ILLINOIS °nr • SET CONCRM LT F / �P 5 0°bOti bey. \ ' A.� \\\ �oj1 'O Ro'O S LOT 2 ' , w$ O j 1 �. \ o LOT 1 a[ CB-/M401351E \ \\ \\ ©°G �•ga ,$ AS4 s= or-1243' \ �y �C 1 I ' E7oSON0 N. �\ 57.51' \ I I va �\��54lYlOS'E j��/ �,e��•E./ �' / \ o-60�' i 1 gm I 3au / a*p \ - N3BTBS7W j /0.0 ACK Y' a , nm' Nst'1.BP'W/ \ I 03 tJ — — — —_ 5110 �i tLj 20.0'P.U. — , mZ" _ / \ — y, ' / RV1210'3 _B DE. tiQ —.f- / LS S39'Si J7'W 75o•p Limner' / CH.51,23' LOT 3 A SO"IWIW 3B_3e'— v .� TOT=T. y. tl O J 141' r.71 OS �S 536.47'N85°56'00"W $a �Bros'1o� 1p- s 1 'nos`' / `\\ 2OO'ORANA D ) l I EA SET CONCREIF 0'el IfDNU7VUET �' 1 1 ` \ P.U.h D.E. +\ p1• o. / '423 '� 21 11 ------ ----------- ---tD'-� QC`4 ,� ,rpt{F i----- r-. 27 LOT—t /Y/ P' / Qom. 114105 at 173 e= / 1 m ry0 tit V v co by• TAG i v L=78.91(Meas.)L-78.84'(Rec.) / z a / R=1500.00'(Meas.)R=1393.64'(Rea) /� �OO U / CB=N82°4T28"W(Maas.) r , G �O CB=N82°44'37"W(Rec.) O°°• -t S52°18 55"W(M5,21)S52°19'11"W(Re• 35.16'(Maas.)35.25(Rec.) —— — —— ———— —1— COL.1�1 __ ■ o rrE uawaewr A)BE s[r __� -- ----- —__-- —_ _ �r YSIDE f _— sarua°ruvc _ Zt_ — FASfLfNf1A'2 GRAPHIC SCALE A Ge055 ACCESS EASETA'.Nr @ y. TTNG COTS 1,2,J AM T 4 S 1$R@Y D'EDVCAim OIER�s LIBELED'CROSS e. 1.ANNOTATION AMIR MADgKS- ACCESS EASFIENT' TRAPTic SAID LOTS SHALL tLS4-tMEDNC 9ETeAar tRLE FOLLOW EVSTNG PAYEAET/T MAFM SIGMA (IN Tar) PO9. BLa�L?fT.9VIMPNG SIGNALS AM PAYELENT MAMA iS ALONG AREAS LABELED POC PONT OF COMLIENCENEMT 'CROSS ACCESS EASE7NENY. 1 m°e. It fy P.U.t DL:PUBLIC UTWrY AID CRALMAOE EASEMENT A REOPROCAL EASEMENT IS NEIEBY RES'ERIE'O FOR AND SHALL:STORM MATER MANAGEMENT GRANIM TO DIE OMNERS OF LOTS r,3 3 AND 4 AND TAX IEIPOA,WY ACCESS EASEMENT PER ASSMS FOR INGRESS AID EGRESS OWN INE PAYED BOA.-LANDSCAPE HOMORNEIMASMC7AT TKN AREAS Q'.SAD L075 L$3 4. FINAL PLAT OF SUBDIVISION 1 THIS PRWMrY S NTHIN THE CORPORATE LANK O'I E UNTED CITY OF MW W" PRAIRIE POINTE S5/B STEF1.ROOS SET a ALL ENTEROR COBA�S UNLESS 01IMME MTED. SW YORKVILLE, ILLINOIS MK RODS NLL BE SET AT ALL N/E7BOR GONERS WIMIN 02 MONTHS O'REMMAWN 4.ON1f WNS ALONG CURIES ARE ARC DISTANCES UNLESS OTHMNSE NOTED. TMS PUT PRESENTED BY: NAME: 1 NO DMERMOM SHALL BE ASSAIED BY SCAUIG. 1RIWOHS MIN BY: NT:I DAM I PRO=140. AWREM B.ALL AREAS SHAH HEREON ARE MORE OR LESS TO IME NEAREST SQUARE FOOT. 1. xm AS 06123 LASL-OQOI44-01 2 m lISN BY: NT: f101D2 9CME: SHEET N0. 7.BfARIMM ARE BASED ON LOCAL COOIDNATE S/STELL 1 - i'eB0' 1 SEE MIEMANTS AM RESWFIONS FOR EASEMEMr PRowmaNs Mr SHOW HEREON. 4 CHK BV: NT. WAT 9CAM' 1 Of 2 a LLD , 3MITH E GINfiIItING COTIiSSULTTAANT�S, INC FINAL PLAT OF SUBDIVISION PRAIRIE POINTE °�° '°�' ' IN- vivo;91WRWNfAT nrtat MBII w-weL4e LpHP.ne aea+.+-p.d+s A RESUBDIWSION OF LOTS 5, 6 AND 7 OF YORKOLLE COMMONS RECORDED AS DOCUMENT NUMBER ON IN THE UNITED CITY OF YORKNLLE, BRISTOL TIYP., KENDALL CO., ILLINOIS. i a cyffyngs QlRn C-e_TLt STATE Or EASEMENT PRO'WSIONS STATE OF ILLINOIS I A NON-EXCLUSION£EASEMENT FOR Si=RMG RAE SUWWSTON COUNTY OF 1 p COUNTY DE KENDALL) IS AND OTHER PAOMTTY WTH ELECTRIC AND HEREBY RESERVED FOR AND GRANTED COMNIfIICA7KN SE77NCIE DO IS TO CERTIFY THAT LAND AONSORS LLC IS THE FEE SWPLE OWNER OF DE PROPERTY DESCRBIED M TFE FOREGOING"MEYLWS CERTR7GIIE AND HAS CAUSED ME TINS IS TO CERTIFY INAT 1,CRAIG L QUY,KUNOHS PROFESSKWAL LAND SURVEYOR COMMONWEALTH EDISO'COMPANY,AMERITECH ILLINOIS ako,ILLINOIS BELL TELEPHONE SAME M BE SIRVEY£D.S&MMO 8 AND PLATTED AS SOWN IEREON FOR DE USES NO.35-0OL75A AT TIE REQUEST OF THE OMNKR(S NEREOR.HAW STA WWD, COMPANY GRANTEES AHD PURPOSES HEIPEIN SET FORM AS ALLOWED AND PROVIDED FOR BY STATUTE:AND SIA9DWW AND PLATTED THE FOLLOWNG PROPERTY. ooEs IHEPEBY ACICNONEEDCE AND AoOPJ 7NE SINE LOUDER 7IE STYLE AND TITLE THEIR REVECTVE LICENSEES,SUCCESSORS AND ASSKMS 0N71 AND SEVERALLY TO THEREON F&CAIM LEGAL DESOUPRONE' CONSTRUCT,O1ERAM REPAR MAINTAIN MODIFY,RECONSTRUCT,REPLACE SUPPLEMENT, THAT PMT OF TW SOUINEAST QUARTER OF SECTION 21,AND THAT PART OF DE RELOCATE AND REMOVE FROM THE TO TIME POLES,GUYS ANCHOR$WES CABLES, THE IMDERSM.NED HEREBY DEDICATES FOR AMC USE DIE LANDS SHOW ON DNS PUT NORTNWEST QUARTER OF SECROY 28,MWSNP J7 NORTN,RANGE 7 EAST OF THE COAMM MANHOLES TRANSFORMERS PEDESTAL$EX PYENT CASPIETS OR OTHER FOR NOROUDIFARE$STREET$ALLEYS AID PUEUV SERIICM AND HEREBY ALSO TEND PRINCIPAL MERIDIAN,DESCRBED AS FOLLOWS COMMENCING AT 711E FACLI7IES USED N CCINHECDCW MIN UMDERCROUND TRANSMSSTON MID DISMOU77ON OF RESERVES FOR ANY ELECTRIC GAS TELEPHONE CABLE N OR OTHER SoUTEAST CORNER OF LOT 3 M MENAIDS OOIWFJvew COMMON%%ACCORDING TO EIECMACITY,COMA"SCARONS SOUNDS AND SNMALS W,,OVER UDDER ACROSS ALONG TELECOMMUNICATIONS COMPANY UNDER FRANOTSE AGREEMENT W7H TEE UM7ED CITY DE DIE PLAT THEREOF RECORDED MAY 14 2002 AS DOCUMENT NO 02-114fl.SAID AND UPON THE SURFACE OF THE PROPERTY SHOWN WNIN THE DASHED OR DOTTED YORKVILLE,THEIR SUCCESSORS AND ASSIQMS THE EASEMENT PROVISIONS NNICH ARE POINT ALSO BEND ON THE NO RAXY RIGIT-OF-WAY LINE OF COIANMYSDE LIES(a 4i Mar QsUpwUrn)ON THE PLAT AND MARKED USEMENT, RTDUTY STATED HEREON. PARKWAY ACCORDING 70 THE PUT OF DEDICATION OF S41D COUNTRYSIDE EASEMENT, PUBLIC UWTY EASEUENT, P.U.E.-(or s&nW d4MlnotkAA THE PROPERTY PARKWAY AND MCHUGH ROAD RECORDED AKY 19,5700 AS DOCUMENT NC MSGNAYM IN THE DECLARATION OF CONDOWM N AA01lbR ON MS PLAT AS'COMMON TE UNDERSIGNED FURTHER GERWY THAT ALL OF THE LAND INCLUDED M ITS PLAT OO))OMn NENCE ALONG TIE 80UNOMY OF SAID LOT 3 THE FOLLONING THREE �73A'�AAN�JDF�THpEROPRROP7EYRTY DESIGNATED�ONN Ew PLAT AS CO&AM AREA OR LIES WTMN NNE BOUNDARIES f)K'YDRICVR.LE COMIMUTTY UNl7 SCHOOL DIS7TMCT tIS .f4213P FIER',71ENGY to DEGREES 10 DEGRi644 MIT/ SE'CONOSE EAST OF .MIFDIESP PUBl.7C OP PMVEDAIE;�HPQU77l 7H[EMOHF MSB REQUXTEO ONCE DATED AT 1M5_DAY OF 2006. DISTANCE OF$7.03 FEET. THENCE NOR7N 40 DEGREES SO AMUIES 06 SECONDS CCIIVEC71ON5 UNDER THE SORFAfE DE EMC!LOT AND CONMAM!AREA OR.It✓FfS:RT . EAST,A DISTANCE OF JBO.JO FEET TO A PCINT CH 17E EASTERLY RIGHT-Qr-WAY SJRW&"OVEMEHTS flHnMX OR ON ADJACENT LOTS AND COMMON AREA OR AREAS. LAND ADWSORY SERVICES LLC UNE OF SAID MCNUGH ROAD.SAID PONT ALSO BEING TIE MOST SOUTHERLY DIE RIGHT TO OUT, TRW OR REMOVE TREES BUSHES 8007;SAPLHKHS AND TO CLEAR 4500 PRWE PARKWAY CORNER OF LOT 167 OF PRARE MEADOWS StAMMON.FOR NE'POINT OF OBSTRUCTIONS FROM THE"FACE ALA SUBSURFACE AS MAY DE REASONABLY RIEOURM Md9NRV..YUNOLS 60050 BECINNN¢ THENCE CCINTWUMIC NORTIH 4B OENNE'ES 50 AMWJES Op SEY'ONOS IICDENT 7D 7HIE MGH75 HEE/N fAVET/.AND)IE RANT M ENTER UPC'/THE SIDDIMDED EAST,ALCING 711E SQUPEAS)E1KY ENE OF S;AD LOT f67,331.38 FEET M A 8FJN0 PROPERTY FOIP ALL S1fC1 PRIVATE OB57M/CROTNS SHALL NOT lE PLACED M SAID 5'OUTEASIERI.Y LINE IIHENLE IKR)N 19 OFGTEES 50 INVITES P3 OVER GRANTEES'FACILI7ES OR M,UPON OR OVER THE PROPERTY WTHIN THE DASHED BY' SECONDS EAST,ALONG SARI SOVINEASlERLY UAE 422.19 FEET,; THENCE SOUTH CR DOTTED LINES far oAn9ar d4dpgeMan)ON TIE PUT AND MARKED PASEMd7; 3B DEGRW 18 ARNUIES 57 SECONDS EAST,72552 FEET TO NE'WESTERLY LN£ OF AN M77NO DRAINAGE EASEM EN$ THENCE STUN 21 DEGREES 49 MINUTES VIIU7Y EASEMENY, TURLIC UTILITY EASEIMET T',P.UE'(ar 4knNa�Oeaipwfbnl ITS 59 SECONDS EAST,ALONG THE WESTERLY UNE OF SAD VOSTTNG DRAINAGE W7FWT THE/RNOR W?IrMY CONSENT DE 7W GRANTEES AFTER INTIALUTON OF ANY EASEM ENT,20147 FEET TO THE NORTHWESTERLY LIME OF THE PROPOSED CRIMSON SUCH FACIITES THE GRADE OF 7 E SUBDMDED PROPERTY SHALL NOT BE ALTERED IN LAZE: THENCE SOUTH 55 DECREES 13 MINUTES 02 SECONDS WEST,ALONG SAID A MANNER SO AS M NIERFERE W71H ENE PROPER OPERATION AND MAINTENANCE .. NORTHWESTERLY LINE;189.46 FEET TO A PINT OF CUIRVAnNE N SAID LANE• THEREOF 7HU40E SOU7NWES7ERLY ALONG A CURVE 10 THE LEFT WIN A RADfUS OF 440.00 FEET AND A ONORD SEARNC OF SOWN 32 DECREES 09 AITIIES 20 SECONDS THE TERM COMMON aalENTS'SHALL HAW THE MEANING SET FORTH FOR SUOI TERM NEST,AN ARC LEMON OF 354.27 FEED THENCE SOUTH 09 DECREES 05 MINUTES N TIE'CasVa YA"AYIW FhYVF 7r ACV,CHAPTER 765 ILCS 805/$AS AMENDED FROM FQTASPY f 7TFl=A7fa 39 SECONDS REST,ALONG THE NESTERKY LM£OF SAD PROPOSED Cf?WSON TAX TO TINE LANE;41.31 FEET IENCE SOUTH 52 DECREES 19 MINUTES 11 SECONDS REST, ALONG SAD WESTERLY LINE 35.25 FEET TO A POINT ON ENE NORDRMY MONT Or THE TERM COMMON AREA OR AREAS'IS DOWD AS A LOT,PARCEL OR AREA of DIE STATE OF ) WAY UNE OF QOUN7RMCE PARKWAY; DOPE MESMILY ALONG SAD NORTHERLY REAL PROPERTY TW BENETVAL USE AND O&WNIENT Or WITCH IS RESERVED IN WHOLE p ROHT OF WAY LINE BEND ALONG A CURVE 70 THE LEFT WIN A RADW OF OR AS AN APPORTIONMENT M THE SEPARATELY OW40 LOTS PARCELS OR AREAS COUNTY OF ) 1-9384 FEET AND A CHORD BEARING OF NORTH 112 WORMS 44 MNNV TES 37 WTHN PIE PLANNED DEVELOPMENT,EVEN NOUGH SUCH MAY BE ODERIM DE31CM410 ,SECONDS WEST,AN ARC LENOW Or 78.84 FEET 70 THE SOUTHEAST CORNEA OF ON NE PLAT BY TERMS RKH AS'OUROIS 1 'COMMON f3EMEN15', OPEN 5—ACE! THE UNTIED STATED POSTAL SERWCE LAN= THENCE NORTH 04 DEGREES 04 "OPEN AREA.VOM10000(MOUND,PAW"*,AND'MOAMN AREA'. THE TERMS L A NOTARY PUBIC N AND FOR THE COUNTY MINUTES 00 SECOINDS EAST ALONG THE EASTERLY LAME OF SKID uk"M STA 70 COMMON AREA OR AREAS'AND COMMON ELELIEHTS'NNCLRDE REAL PROPERTY POSTAL SERNCE LANDS 581.61 FEET M THE NO%HEAST CORNER THEREON; SURFACED WIN N70YOR DRFWWAYS AND WALKWAYS BUT EXCLUDES REAL PROPERTY AND STATE AFORESAID,DO HEREBY CIRITFY TUT NEW NORTH 85 DEORMS 56 ANAUTES OO SECONDS REST,ALONG: PHYSICALLY OCCUPIED BY A BUILDING,SERWCE BUSINESS D1577THCT OR STRUCTURES SUCH N ITYWALY UW OF SAID VI7ED STATED POSTAL SERVICE LANDS 53&47 FEET M AS A PIG,RETENTION POND OR MECHANICAL EQUIPMENT. PERSONALLY KNOMN TO ME 70 BE DE THE NCRINWEST CORNER DEREOF,SAID NORTHWEST CORNER WHO ON THE EASTOMY RIGHT Or WAY LIE OF SAD AAMM ROAD,• 71ENCE NORTH OJ AND OF AS SHOW DEGREES 16 UNUTES 56 SECONDS WEST,ALONG WE EASY MY RIGHT OF WAY DEi.00A7KN OF FACI.IIlES MRL SE OLYNE BY GRANTEES AT COST OF THE GRANTOR/LOT ABOVE APPEARED BEFORE ME EMS DAY AND ACIMOWEDGED THAT AS SUCH OFFICERS LIE OF SAID MC=ROAD 9539 FEFT TO THE PONT OF BEGNTNO IN THE OWNER UPON'WRITTEN IEOVEST THEY 900 AND DELIMERED ENE SAID MS7RRMIENT AND CAUSED PE COW"TE SEAL UW7ED CITY OF'TIRXWLLE;XENDALL COUNTY,ILLMGS M BE AM=THERETO AS PEEP FREE AND VOLUNTARY ACT AND AS THE F17EE AND VOLUNTARY ACT Or SAID CORPORA 704 FOR ENE USES AND PURPOSES THEREIN SET EASEMENT FOR PUBLIC UTlLI77E5 AND DRAINAGE FORTH. A NON.,uaUSLE UALITY AND DRANAGE EASEMENT LS HEREBY RESERVED FOR AND I FURTHER CERTIFY TUT THE PLA T HEREON DRAW IS A CORRECT AND ORAN7ED 70 WC AMMIE04 FIC'CR,CCU ED,COAACAST,O7NER PUBLIC UIUIES AND OVEN UNDER MY HAND AND NOTARIAL SEAL DRS DAY OF ACCURATE REPRESFJVTA77OV OF SAID SURVEY AMD SLDOf11SON. ALL DISTANCES HOLDERS OF EXISTNC FRANCHISES GRANTED BY 714E CITY OF YMKWLLE RLNNCIr.+.AND 2006. ARE SHOW IN FEE7 AND DECIMAL PAR73 THEREOF DER RES-EC77W SUCCESSORS AND ASSIGNS WDNN INE AREAS SHORN ON Y E PLAT AS V 1ILITY AND DRAINAGE EASEMENT M CONSTRUCT,INSTALL,RECONSTRUCT,REPAR, I FURTHER LLRT7FY MAT NO PART Or THE.ABOVE DESCRIBED PROPERTY IS REMOVE;REPLACE INSPECT,MAWTAW VIED a-INA IE UMDEROPOUND TRANSTSSKNH AND LOCH TED WN N A SPCOAL ROOD HAZARD AREA AS IDENW70 BY TIE FEDERAL 06MBUTON SYSTEMS AND LINE'S UNDER 77E SURFACE OF THE VIRM AND DRAWACE 788L�Y NT AGPICY BASED ON FIRM LOCATED I ZCEf 7 AREAS OF AIMVMAL MY ID, EASEMENT,INCLUDING MI7NWT UWTATKN TO MEROW CABLE GAS AI M%ELECTRIC NOTARY PL49IC FLOODING TOCEPER WN THE W RIGHT Or ACCESS THMM FOR NE LIPOMWAM AND EQL4%ovr I iURTMER CITIFY THAT 7 HALE SET ALL EXTERIOR S/BOIVISON MONUMENTS AND NECESSARY AND RECUITRED FOR SUCH USES AND PURPOSES MO TOWNER W7H THE DESCRRSE'D THEM ON THIS FINAL PLAT,AND THAT ALL 1VIElB'M MONUMENTS SHALL RONT M INSTALL RENTS DI SEON. COYNEC7RN15 LINDEN THE SURFACE OF EACH LOT BE SET AS REGARED BY STA TUIE(ILLINOIS REVYSED STATUTES 1989,CHAPTER 109 M SERVE M/PROIfllEH15 iMEDEON. SECTON 1). A NON-CVa SINE EASEMENT IS ALSO WINDY R£SFRMED FOR AND GRANTED M THE UNTIED CITY OF YORKWUE I1NGS M CONSTRUCT,INSTALL RECONSTRUCT,REPAIR I FLIRTER CERTIFY THAT TIE PROPERTY SHOW ON THE'PLAT FAEREON DRAWN IS REMOVE REPLACE AND INSPECT FACANIL'S FOR THE TRANSMISSION AND DISTRSH/ON OF 9RUA7ED W PW NE CORPCR47E UMf7S Or TILE VARIED CITY OF YLIRKWLLE WA7M STORM 3'WERS.SAWTARY SEMER5 W ` OMEN UNDER MY HARD AND SEAL AT lLLNOLS INS SUCH UWS AND PURPOSES DAY OF ZO NE'ABOVE NAMED FNfl7IE5 ARE HEREBY GRANTED TIE RIGHT M ENTER UPON FASEAEMTS HEREI CESWM FOR 7HE USES HEREIN SET FORTH AND THE NWT M CUT, TRW,OR REMOK ANY TREES SHRUBS OR DINO PLANTS W7NH THE AREAS l7TY BAG11lS15 �f1°K.AIE DE96NAIM AS VTIUTY AND DRAINAGE EASEMENT WRCH 114MVERE MTN PE ILAW PROFESSIONAL LINO SURVEYOR,N0.035-OOJ389 CONSMUC71M NSTALLA7M RECONS7RUCTiON,REPAR REMOVAL,REPLACAIENT. STATE Or 8L MOMS) Lk--E*k-11/301200& MAINTENANCE AND OPERAlON OF NEW UNDERGROUND IRAN.S NSSKN AND MSRIBUDON )p SYSTEMS AND FACURES APPURTENANT THEACT0.NO PERMANENT SUILDHGS COUNTY OF KENDALL) STRICTURES OR OBSTN/CWNS SHALL BE CONSTRUCTED AV,UPON,OR OVER ANY AREAS DESIGNATED AS VILTY AND DRAINAGE EASEIFENT,BUT SUCH AREAS MAY BE USED FOR GMROEUNS.SHRUBS TREES LANDSCAPING DRIVEWAYS AND OTHER RELATED 6 JOE WYIIROT,CITY D WEER FOR TIE WXV CITY OF YOWN"DO HEREBY PURPOSES INAT DO NOT UNREASONABLY INTERFERE NTH I E USES HEREIN DESCRIBED. CENlry THAT THE REGRREO M iomeNiS HAIL am NSTAUUm OR TE REOUIRED OITY OH1 wev Q3?7f QA7Ef GUARANTEE COLLATERAL MA.S BEEN POSTED FOR THE COMAEION OF ALL REOU RED THE OCCUPATION AND USE OF TE NON-EXCLUSVE UTUTY AND DRAINAGE EASEMENT NFROMO&7 S HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED ENTIMS BY EACH OF SUCH STATE Or ILLWOS) ENTAES SHALL SE DONE IN SUCH A MANNER SO AS NOT TO NiERFER£W7H OR DATED AT Y[RIMLLE KENOS 7HH5 DAY OF 2W& h+ PREO.LDE NE'OCCUPATION AND USE INEWOF BY OTHER ENflTES FOR WNCH SUCH COUNTY OF KENDALL) EASEMENTS ARE GRANTED AND RESERVED. I CROSSING AND RECROSSNC OF SAD EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN V W A MANNER SO AS APPROVED AND ACCEPTED BY THE MAYOR AND CITY CGRNCR OF THE NOT M NM MW WN,DAMAGE OR DISTURB ANY iRANSBSSCI AND DISTRIBUTION CITY ONGNEE/R UIHTED CITY OF YORKIRLLL IL U NOM NS DAY DF 2001 SYSTEMS AND FACILI ES APPURTENANT 7NEREM£XIS71010 WNIN THE EASEMENTS BEND CROSSED OR RECROSSED.NO USE OR OCCUPATION Or SAID EASEMENTS BY NE A80VE NAMED ENTITIES SHALL CAUSE ANY CHANCE IN GRADE OR WAR OR CHANGE 776 SURFACE DRAINAGE PATTERNS MA YR FOLLOWNC ANY WORK M BE POWORMED BY TE MINTED CITY OF YORKWUE IN THE EXERCISE Or ITS EASEMENT RIGHTS IERREM GRANTED,SAO CITY SHALL HAVE NO ORXARONI WN RESPECT M SURFACE RESTORATON AV LLONO BUT NOT LWI7ED TO, THE RESMRATON REPAIR OR REPLACEMENT Or PAVEMENT,CURB GUTUERS!REFS gn PLAN 11MALMNAnY CM7JTK.4?E LAW OR SAM68MY,PROVIDED HOMEAE TUT SAD CITY SHALL BE OB SA MI, FOLLOWNG SUCH MAINn WA ICE WORK M BACTLL AND MOUND ALL TOWN CREATED SO AS M RETAW SUITABLE ORA#MG& M COLD PATCH ANY ASPHALT OR CONCRETE STATE OF ILLINUS) SURFACE, M REMOVE ALL EXCESS DEWS AND SPQR,A14D M LEAVE THE MAINTENANCE a"dsws awnRIC.ATL° )p AREA IN A GENERALLY CLAN AND WORKMANLNE CONGTON. COUNTY OF KENDALL) STA 7E OF KENOS) APPROVED AND ACCEPTED BY 7HE PLAN COMMISSON OF TIE COUNTY.OIL WMALL)� UN17ED CITY Or YORHMLLE,LUNGS DIS DAY DE 20M APPROVED AND ACCEPTED BY NE MAMR AND CITY COUNCIL OF PE UNITED CITY OF YOBKIKLE TIN=BY ORORRANCE Na AT A AfW MG IELD WS DAY OF 2008. CHAIRMAN IJYY CLfwls -d7P CITY CLERK STATE OF ILLINOIS) COUNTY OF KENVALL) L COUNTY CLERK OF KENDALL COUNTY.LUNGS DO HEREBY C&77FY THAT THERE ARE NO DEZMWEFI7 GENERAL TA)=NO UNPAID CURRENT TAXES NO fMPAO FLV7FE17ED TAMES AND NO REDEEMABLE TAX SALES ACANST ANY OF THE LAND INCtDED IN TIE PLAT HEREIN DRAWN I FURTHER CERTIFY THAT I HAVE RECLINED ALL STATUTORY FEES N OOINECWN WIN INf PLAT HEREIN DRAW. OVEN UNDER MY NAND AND SEAL OF TIE COUNTY CLERK AT YORKW" d!Y A9XW87PATW9(ffi77gQA ! ILGNdS THIS DAY OF 2006. STATE OF PUNOS) I �+ COUNTY OF KENDALL) COUNTY CLERK "APPROVED AND ACCEPTED BY THE CITY AOANMS7RAMR OF 7NE WITTED CITY OF YURKWLE NLN= TNS DAY OF 2006. CITY ADARTSYRAJOR STATE OF LLMDIS) )p COUNTY OF KENDALL) THIS ANS7RUUENT NO WAS FILED FOR RECORD IN THE RECORDER'S O47CE OF KENDALL COUNTY,B1MCS ON ITS DAY OF 2004 AT MOCK _.M. FINAL PLAT OF SUBDIVISION FALL COUNTY RELY PRAIRIE POINTE YORKViLLE, ILLINOIS MIKE Kw"0—ty Her P bra rHPN baakim IA revs-4 H B'raMl�a n.�MD P fk_fP pay a mro$ro M. PREPARED FOR: 1fy 6MV)t RVT•'tY Rot a*PP tNN REYT80115 OWN ft TNT. DAIS PROTECT 140. IWuPt,Y b*.V-W bY Ma ItaProfw-A-I a A SWoNd wa cenoboceq a todMenp ar tPib M9 LAND ADVISORY SERVICE'S; LLC I. Arm a ND B 060444-04 y auy W a.Pn foot nprne prHpypM pm6bp oy nrAN In z cw DSN BY:H-T, HOPoZN. 4500 PRIME AFCWAY a _ N/A-F--tbns Tot PR Pae eweaH w Pu.r.PPe,P MCH£NRY, ILUNOIS 60050 VENT 8CAIE: 2 of 2 a CD SHIT$ ENGINEERING CONSULTANTS, INC. PRELIMINARY PLAT OF SUBDIVISION � m PRAIRIE POINTE ` .®.aAT ,NYAY.IA DIINOY rLe.eeeaalAL DH6L Y®L 1M-000106 A RESUBDIVISION OF LOTS 5,6 AND 7 OF FUTURE YORKVILLE COMMONS IN ao'r esnn THE UNITED CITY OF YORKVILLE, BRISTOL TWP.,KENDALL CO.,ILLINOIS. `" f°-D0-01 SECTIONS 21 &28,TOWNSHIP 37 NORTH,RANGE 7 EAST EXISTING ZONING-NORTH AREA(CITY OF YORKVILLE,R-2)! J EXISTING ZONING- SOUTH AREA(CITY OF YORKVILLE,B-3) CNAIEW AwNLOANT ro w LOa1L� PROPOSED ZONING-(CITY OF YORKVILLE,B-3) � affxavfarMStS/9P'NpTT OTOM� ALR.wrm PLANS PREPARED FOR: ffMTg"rLIE 1461TnA'TIO.¢tilfEAfllDll• WAd1A Mrmp lRP'PPaLatOLep/BQ.u®NfMOeY.'WMAMRU'AYLOC�f� LAND ADVISORY LRVICLS,L.L.G. BIgAW9 g/9AGC U1F AN9WAUTlSr.MTQ7L�di"df/RltgD IfABINRAAOrJAID[UYm9[ULBWlx/O. 4SOC PRIML PARKWAY _ R.BV.^M.p41a9a2A �. —. MtHLNRr,IL 60060 !9a saR�TAAEAI-AaAHLa00A0lMaT PROJECT CONTACT: amSID!p3Y9lTevrrravwnawrwaiilus eraaom.uAraxOUlanaemos OtStffi,M1Q7YlI�aLi�G/><DLQG]IDAPfapTOU!ffi.r ry9l Fl:FORILpp MR.JASON (4 0 P aAastsenrwa9ir+mlmorratmn�raaomarnwu.�o.nv�rmta.+we PHONE:(630)532-7360 1 1 ERie.aeAx96/nn7 FAX:(630)E53-7646 `�"i4IA WKlSM79NMC• �' T ... WET co wE ®MpMM[1e-DaaaltaASrsacrwAeroern,W r x wdwENr A��xmwmtMmwv+erJiAxtiuenrlrNalxedcQlxMa i,')�:, ti � /� W rffi �Tar mew ruxw yam o'°aiml'°°niro°P ti i; (/i �/ hj arar.AawlAmv2N t�'/,`�! r 0 OI' q Am \ .,.. NJr71*,W q T J/. e• \ LOT 2 LOT d` Raw' \ / \ / 181067 asa, 1 2../J' \ \ -l0"1 9 / 174.5 / Q \ nssYOn7'E �0•gy I`. a \ S V.S. .__ O1 .4/ 761' /1 .1 1 � R QE NICq GS � `/ X ��\ R j11 Y V O•�^- Q. I 1 \) >nm'`;\ N4av9'DSt by9�/,,(./ / �OJy y 0 ID51 x+16 d \�/C�- 99.92.' / / t� S.q.N' 80 •O 'e' � �/� 1 yl.. x('11 —. -� / Y V' t0.0'PAWYLA7 —'TW W tma9trr5 / C J,y � s+e+u•9rw �yd'1 R( a o�, �,�lr`�`�•.. sErBAa( aa� _1ag<` J0. n ��• 3/ y< Q \ / / /� I Mrs; 555�� TAO AU.'•--'f '1�� auan.` ._— �——.._. � / / Lis,+A' �'""•---. \ � /!/ R.1Sj"00' .. � c-,za1• � / sn�r;7Tw �'�- 'so. / r sasho:w xJe < sr.TS �.r`LOT 3 °a° 536.47"N85°56'00°W ��s> v H anriotioe fir:/� �, �R �� ly O p fr L• l EVSANIC A&6' I 1 I ,• 1 c� / °) \ �`iT. Ar \ N J.Fig N!1�t/ 1�1,� I 0 1111 zo'x 70 L XV .A 1 st. ,e ,uY 3 7 I 1 I w LOT A 1 1 $ nB+z31c /� 1 1 1 `SS40/ 9 I rrORFFc �--_.,_._.-. ._., _.. .. _ ...� __,7777• ... �,....-. ._ ..�, 7777.. w _ _.. ' ---�•-•_'.-__-�- `--7777 e�s9>L A,Ow £H 78.90'1CB-N a PA arala4r TDILNS. C so -� GRAPHIC SCALE LEVAL COTS,AND 77 OF FUAW YNR WILE PRWAM ON 6/23/20ae JOA ROJG9 O AWGNa M RE LM70 CITY OF YUJKWU4 yGi' c ! BRISTOL 711714ABq XVA)AU.0"TY,LUNCIS WPM), PAFP /.AMtOpiNM AMNIUADlP- CAAp L Wr j ASL�oe dr BFIa1LX IAE 81310E LI ¢ilk\'� a RL.FORT a,Daimmec Ne.3380(0lOE8 11/3DA7e) A AL-FNI UNIMAr PRELIMINARY PLAT OF SUBDIVISION E Aa♦aE 96a NAM*AMD DLaYAaf TAeOMNT tAX . WO I Y A MNIf010/T " .AalrcW Aam G1OEMr X .LIMOAeA/r418ILWr PRAIRIE POINTE AaA.MaraLelsAssam" YORKVILLE, ILLINOIS a me PRD4RrY S eroW IMF OOIIPLRAE WK a'AE Affm arr g A)Arldu DAY i m.nso Drr E ALL enowR OQOW IALAte o0E/0NE morm �IU®1OI�HC QQWACT, S=MDi SIL W Wr AT ALL RIEW aMM RDW 12 N0111a'OF INK /(,B7 A AL004M RE-OREC M OF MALT a^£4Awn w amseas 9 At an aMlea Ass ANO a PM=LUM 07MM lF MOI®. (om WJ-Y 0 aaL-AINAM 5 MGC uu8 Sr: NO, ? A MD I)SUMW6 WALL 4 ASS AM M W 271102 OEQaE E MEEK EL-P/NLAL••T OVOMM LSE- TASN wr 1. " NW 061131049 LASL-060444-04 a ALL AATA9 Wrow MARW AAT 71a1f at IESt ro A1E IEi1ROf 3wAC•A00L (31�DI.!-7DDO AcAE-mw aranawvW AYNM7awMZ rAbxJSVr 2 Dsl BY: NT. fi0Po2 N0. AOL-ANMT a'•MY 7,iMRpi ARE MSS Of LOCAL QeMMI r SKIRL MLA,I(.062PA U.,SE R-PAIMCT MANAOOt I D,APMIYOR A TCE-7C1NP.IRY a0i918111t'IAri FA9aAe6' S - 7X60' a Dff aMN.W79 AIO AOAOCAWD PER 4a0Hq AACMW01Ai M7r S m MOEW. A.Te1 mu-7DDD Ssiui—5100, Ao90Mr a 0s(BY: w$I VW SCALE: 1 0f 1 S LYD �, i.'.;:a`:.^SaaG.< 111 R-2 � R-2 FINAL LANDSCAPE PLAN FOR: P ra i r 0 Po i me CITY PARK j f' York Ile, Illinois 1 I R-2 Ken 11 County Augu 21, 2006 INDEX OF SHEETS SHEET NO. TITLE REVISED SHEETS 1.0 COVER SHEET ..., - LP.1 INTERIOR DRIVE PLAMING PLAN 1 1 - PREP RED FOR: LP.7 SEC KAMING PLAN C 1.0.1 LANDSCAPE DETAILS G / Land Adv` ry Services, LLC I LD.2 LANDSCAPE SPECIFCATION5 y 1 I I t: C/O S h Engineering LD3 LAND APE SPECIFICATIONS ' I 4500 ime Parkway LD.4 SIGN AILS I MCHen Illinois 60050 asps slTe j_ 41 / Phone: 30.553.7560 B-3 = W / o i f4 IF .p# , KEY MAP a so 2m �,R 7-ffi NORIN CALL JULIE TOLL FREE 77 1(800)892 0123 I OPMT15 24 HOI11Ci A I DAY 365 OAY9 A WAR CALL BEFORE �� WARWNG ,L a FOR REVIEW MY YOU 01G NOT FOR CONSTRUCTION ARCHITECT I front 2-FORE 48 ttYOU BEFORE Harbmw Contractors,Inc. YOU DIG THIS PROTECT SHALL BE CONSTRUCTED IN ACCORDANCE DEI THE p 215 West Main Street SPECIFICATIONS.ORDINANCES,RULES,REGULATIONS AM OETNLS,AS I Pbdnrleld,IL 60544 APPLICABLE,OF THE: n ewe NO.,4yIss+Ai1 815.254.5500 D. CITY OF YOR"LLE LANDSCAPE ORDINANCE a I, IILINOIS ENVIRONMENTAL PROILGOON AGENCY. CONSiTRRUCTIONE IN ILLINOIS'. WATER AND SEWER MAIN •ff 4 STATE OF ILLINOIS S RD TANDA SPECIFICATIONS FOR R04D AND M — BRIDGE CONSTRUCTION',LATEST EDRION. ' F CIVIL ENGINEER/SURVEYOR SEC PI Ing Consultants AMERICAN STANDARD PRACTICE FOR ROADWAY UGHTNG-AND 711 I'_a E:: Smith Engineering Consultants,Inc. ...___—__.______ F. PMECT PLANSLLWON SPECfnC ATIONSSNDICATED _ 759 John Street NNING TIIEREN. — — — `' — — Yorkville,Illinois 60560 LAN ARCHITECTURE N NF CASE OF CONFLICT, THE MOST STRINGENT STANDARDS AND -. 630.553.7560 ITV BRANDING ORDINANCES SMALL TAKE PRECEDENCE AND SHALL GOVERN. John SL IRe,IL f0560 553.1700 DN ��IW LOCATION MAP fl CONSULTANTS S53.76K e..ya NOT TO SCALE � �� i w!ow vwees.AEr%aFL r-IV 3 INTERIOR DRIVE PLANTING PLAN PF%ENMw[NNANC MMANTNGS E%OSYJN eLwv%Er IN MIQIReMOYWtOw A%EAS mrJ soD I - L��ESFEDMI%YTN DDiMDABIE ON nu4(X[SmvJ {1 t n II:LW:t— r'i 0 IY {0' @ IIWM vAewele ncvm ICAM Y- f. 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I t -Boo -2 TIOL �CIVOV' 1P A°Al Is 174*A 1 k 1 I tt_. b CAOV _ _. -9 SIPS J' � - -.._•_ '»`�z � .. � -ay � -- I s`... -.\ /� �i I I i a am 12 SI MS A'MR AOAL -- .t , ,._ SOD'- _._- I; I w —RowALE a DRY CREEK = 4 „,,•� �-� CL 90 DOTAL THIS SHEET UJ ai A I ”{ 1 74 RCPM S4 ASPD .. _ - _ - __` ;.�1.•', t OU \\ J 1 A VIOL \ 14 VIOL 1 ae ASM - SPD \ / 0 Lw 3 GUM N \/ 20 A Un CA CAM sopm 0 CAW 211 A (4. { 1/l }P — 1 -- -A DRY .. Ll DOTAL TIN sa SHEET I—.EMee L.n a 060125 LASL LP.1 KEY MAP SOUTH ARE SCALE: 1'=300' Nom SCALE to-30' NOM /� � �.••�• ::•"�•M rr S: rm - - ------------ T I _ rn ol Ij I II -i I a 4 x t. o , III ,j� .• �.. � o � ' MC It 11 lul ll : : • I' gig 01,cl ell I i I - g \ Wm O °I lz/-� > s I PRAIRIE POINTE + —a 1 FINAL LANDSCAPE PLAN 4 a( i {� I t} 3 i VIII YORKVILLE,ILLINOIS F L C! IIC �i . F fD' a 8l r!�: ( �! 8�Ylk B L ! ^�P1 D = I�� na �otw Z r v € g I m .�_� MRS al" m� ".i Ya k a 'R r ' ' df s _ , ' t gg ( I t r,,'I� al +[,{ �: i I j •', I, t i ! .F. 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(f i !7`�N$ • 111111 api.6 ii dP=P��gfi�p B $lSSS RRB 3p3 gpg B ^ q f a d Rj$8 f$ yo 1 1 e'B( S� 7 E� 5.41 dY 60 g a t G_ i 3if i ec s ax O 0. 8• ¢ i iii a 333 it ° B 4 P lit I IR s i � PRAIRIE POINTE FINAL LANDSCAPE PLAN c� W �- C I YORKVILLE,ILLINOIS PRAIRIE POI NTE SIG NAG E PLAN , R_2 {{ 1 $ 3•CONCRETE CAP(TYP L—- -- --—-- \ / \ R SYNTHETIC STUCCO AL .. ---- /// ---- SEC PlanningCansultants _ PRECAST CONCRETE 5 '"NVW-4ft"'0"WnME SECONDARY w - SANDBL,A�FINISH 0 759 ENTRANCE - 8• NDBLASTED LETT 1 ! MONUM PRAIRIES ] CULTURED STONE y' i, �.+..• ,.,A.*-:. — {{F {i t..�ti� I CITY PARK ... k '•� ara }>MVew. L k} POINTE r { -� .,. n `{-o � c• \•J fit• � ( � 3N t. &ES!CALE.:MARY ENTRANCE MONUMENT I' y: N KM�s��Y'=1'-0" 1 t ! 1 SEC PARCEL f , 3•CONCRETE CAP(TYP.) 11 ' MONUMENT y 8"SANDBLASTED LETTERS - ' 0 1 i USPS SITE J ' 4 t T j:� Q 4 t 1 r J PRECAST CONCRETE W! ' EM9 '-- SANDBLAST FINISH oa `4 PRIMARY i' '/ + a to , -� W CULTURED STONE — re .Y ,.i• POINTS '' „ .y y—�— 1 ENTRANCE F� j ;.� ,! ? Q z MONUMENT— _ / � -)!-w� COUhTAV�rn�. SECONDARY ENTRANCE MONUMENT 0 so no 2 SCALE:3=1r-T SIGN LOCATIONS Q Z 3•CONCRETE CAP(TYP.) SYNTHETIC STUCCO MATERIAL 0 759 — –_ SANDBLTTSCONNCRETE WI ISH _ Smith SEC Plannin�Consultants — -- BACKLIT TENANT PANELS � r• ,•e.,..cn nw�mw� r� — -- { Engineering I ,� CULTURED STONE — 1 L_7060125 LASLL 'Y 3 SEC PARCEL MONUMENT SCAT-E:�i"=V-0" MDR OF yOR�i �m UNITED CITY OF YORKVILLE 800 Game Farm Road ��cFtVED Yorkville,IL 60560 630/553-4350 PC APPLICATION & PETITION Please Check One: Preliminary Plan x Final Plat Development Name: Prestwick of Yorkville Date of Submission: June 14, 2006 Phase II 1. Name of Petitioner(s): Yorkville Farms Development, LLC Address: 9009 Route 126, Unit B, Yorkville, IL 60560 Phone Number: 630-882-8800 Fax Number: 630-882-8807 2. a). Street address and physical location of subject property: Southwest corner of Ashley Road and Route 126 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 193.79 Ac. (Total) , 113.56 Ac. (Phase 2) 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: James E 01guir, Esq., Goldstine, Skrodzki, Russian, Nemec and Hoff. Ltd. , 835 McClintock Drive, 8ec6nd..Floor, Burr Ridge, IL 60527 -(630=655-6000) Attorney: Name: James E. 01 uin Goldstine, S ro z i, Russian, Nemec and Hoff, Ltd. Address: 835 McClintock Drive, Second Floor. Burr Ridge. IL 60527 Phone Number: (630) 655-6000 Fax Number: (630) 655-9808 Engineer: Name: David Schultz - Smith Engineering Consultants Address: 759 John Street, Yorkville, IL 60560 Phone Number: (630) 553-7560 Fax Number: (630) 553-7646 Land Planner: Name: Phil Stuepfert - SEC Planning Consultants Address: 759 John Street, Yorkville, IL 60560 Phone Number: (630) 553-1700 Fax Number: (630) 553-7646 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: June 14, 2006 Petitioner(s) Signature: .(All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) YORK+VI��LLE FARMS ('�DEVELOPMENT, LLC By' M , �. it Subscribed and sworn to before me this 13th day of June 92006 "OFFICIA:SEAL" JAIME ON Notary Seal Notary Public,S Illinols 0mmisel0n Exp .29,2007 UST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Pinal Plat Application Revised: 5/4/04 PC a 6a(D-5-7 �.,�tiC� clt o United City of Yorkville Memo 800 Game Farm Road OM Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 LE Date: September 6,2006 To: Plan Commission From: Travis Miller, Community Development Director Cc: Lynsey Kawski(for distribution to Petitioner) Subject: Prestwick of Yorkville—Unit 2 Final Plat Request Staff Comments: The Final Plat for Prestwick of Yorkville Unit 2 substantially conforms to the approved Preliminary Plan. 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eelweb.com Engineering Enterprises, Ina. September 7, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Final Plat Review Prestwick of Yorkville, Unit 2 United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat for the referenced Prestwick of Yorkville, Unit 2, consisting of the following material: • Final Plat of Subdivision prepared by Smith Engineering Consultants, Inc. consisting of six (6) sheets revised August 16, 2006. We offer the following comments: 1. Document numbers should be added to the many, "Heretofore Granted" blank lines prior to recording this plat. (sheets 1-3 and 5) 2. The rear lot line dimensions of Lots 241 through 243 when added do not equal the addition of the lot line dimensions which subtend for Lots 246 and 272. Please reconcile this small difference and edit appropriately. (sheet 4) 3. The boundary data and the associated leader (reference radius of 267.00') near the northeast comer of Lot 356 should be moved to avoid the text being chopped by the AutoCad viewport . (sheet 5) Consulting Engineers Specializing in Civil Engineering and Land Surveying 4. The line which appears to be drawn tangent to the building line for Lot 130 should be erased. (sheet 3) We recommend approval of the above referenced plat contingent upon the completion of the items listed above and subject to approval of the final engineering plans. The final engineering plans and supporting documents were received in our office on August 29, 2006 and are currently under review. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. 41crs�� William E. Dunn, P.E. Senior Project Manager e0d Mark G. Scheller, P.L.S. Project Manager pc: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Linsey Kawski, Administrative Assistant JWF/JTW, EEI PJH/DWS/GEK, SEC GAPub11c\Yorkvi11e\2004\Y00420 Prestwick of Yorkville(Stewart Farms)Wocs\lwywrot05FinalPlatPhase2_01.doc PC a(zou- 5-1 September 5, 2006 To: Travis Miller From: Rebecca Houseman and Anna B. Kurtzman, AICP Subject: Review of Prestwick of Yorkville Final Plat of Subdivision Unit 2 Dated February 2, 2006 and Revised August 16,2006 Staff has reviewed the final plat of Prestwick of Yorkville Unit 2 for compliance with the zoning code. Staff found that the final plat meets the requirements set forth in the zoning code for the R-2 district. The concerns zoning staff set forth in the letter dated August 7, 2006 have been addressed and satisfied in the revised final plat. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE S:\Rebecca\Yorkville\Residential Plan Review\Prestwick of Yorkville Final Plat Unit 2 9.5.06.doc c1r c United City of Yorkville Memo 800 Game Farm Road Esr. -1 = ,ens Yorkville, Illinois 60560 ` Telephone: 630-553-4350 Fax: 630-553-7575 2 <LE` Date: September 8, 2006 To: Plan Commission From: Lynsey Johnson Kawski, Administrative Assistant Subject: Prestwick of Yorkville and Kendallwood Estates Final Plats Due to limited copies, Prestwick of Yorkville and Kendallwood Estates Final Plats are not included in this packet. If you wish to have copies,please call me at 630-553-8531 to request them. UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# p�0olr2-lQ APPLICATION & PETITION Please Check One: Preliminary Plan X Final Plat Development Name: UlaVA U'IbO'D 'ft,S Date of Submission: 7' -S?; '0�0 1. Name of Petitioner(s): Address: q%'', W)W', ' S T Phone Number: �,;n °mil b •7 nt7 2 Fax Number: 2. a). Street address and physical location of subject property: '3'-N j VAN CriM D J b). Legal description of property; attach as Exhibit"A". c). Total Acreage: f� "�> 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: Jow rj T H i 4.t-t PCNQr-K- Address: I// E Pbw►- R— AijeozA, 1L �Osos Phone Number: OW - 'M - 5700 Fax Number: 6 30.395. T 974 Engineer: Name: SM 17-/7 n+6/N,'&2t afr- Address: 7S9 J&Ht' ST' XWV/64' , It, Phone Number: 430 G5 3.7x60 Fax Number: 630 593. 769/6 Land Planner: Name: SM/M Address: 75 3agr i 57- YMP,Cl/iu,6, !,- Phone Number: 63q, S'53-75 0 Fax Number: 636- 5 5 3 . 76e/g 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: 7- 3- 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.) Subscribed and sworn to before me this S rH day of JyL y , 200-6--. 1"kaz 4*WW- Notary Seal THIS APPLICATION MUST BE NOTA ZED. OFFICIAL SD., CMRISTINr IY TARY PURL S OH '1$$ION EXP Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County,Illinois Department of Transportation, Illinois Department of Natural Resources,U.S.Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee- $500/Final Plat Fee-$500 a. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10=$2,00 over 10 acres,but not over 40=$5,000 over 40 acres, but not over 100= $10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator,environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2nd and 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: For Preliminary Plans only;Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement,PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas,and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to the Deputy Clerk,Umt d City of Yorkville, 800 Game Farm Road,Yorkville,Illinois 60560. 1'7 r c Date S>gnature o Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right comer: 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 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. / D. A development schedule,indicating the approximate dates for / construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to / be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates / D. Name and address of owner of record E. Name and address of site plan designer / 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning _.00, D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement _L F. Square footage&percent of site coverage with landscaping i G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided / I. Number of buildings / J. Number of dwelling units _L K. Breakdown of dwelling unit bedroom types L 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 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 it, FAX: 630/466-9380 www.eelwob.com Engineering Enterprises, Inc. September 6, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Kendallwood Estates Final Plat of Subdivision United City of Yorkville, Kendall County, IL Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision consisting of 5 Sheets prepared by Smith Engineering Consultants, Inc., dated August 28, 2006, as well as a response letter prepared by Smith Engineering Consultants, Inc. dated August 23, 2006. Our comments are as follows FINAL PLAT 1. Offsite utilities required to service this subdivision should be placed in easements. These easements should be presented and granted preferably by a separate document. 2. Property line dimensioning is missing and should be added to Lots 71, 72, 18 and 79 (east lines). 3. Double labeling for the west line of lot 24 should be removed. 4. Van Emmon Road should be labeled on sheet 2. Consulting Engineers Specializing in Civil Engineering and Land Surveying 5. Stormwater Management Easement, Conservation Easement and Open Space Provisions should be added to the plat. Conservation Easement and Open Space Provisions language has not been formally developed by the United City of Yorkville. The Developer should submit the proposed language for review and approval. Note 9 on Sheet 1 should be removed from the plat. 6. The legal description and the graphical portion have differences between distances and bearings. A concise legal description should be written to describe the actual subdivision boundary and placed on the plat. All information, i.e. document numbers, adjoiner information, point of beginning, etc. found in the new legal description should be replicated on the graphical portion of the plat. The current legal description in the Surveyors Certificate does not match what is shown on the plat and does not mathematically close. 7. Lot 91 does not meet the minimum lot dimensions of 80.00' at the building setback line. A note should be added stating that lot 91 is not a buildable lot. 8. A Drainage Overlay should be provided in accordance with the Subdivision Control Ordinance. 9. The note dedicating Van Emmon Road on sheet 4 and 5 is partially cut off and should be corrected. 10.All proposed retaining walls should be placed in easements and a note added stating who will be responsible for their maintenance. 11.Part of lot 91 is not within the corporate limits and will require annexation. 12.An IDOT certificate should be added to the Plat 13.10' side yard easements are needed along the north side of lots 34 and 35. 14.Please be advised the developed language for the paragraph of the Surveyor's Certificate which addresses the monumentation of this subdivision has changed. The following text is the revised paragraph: I FURTHER CERTIFY THAT I WILL SET ALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (765 ILCS 205n. THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS PLAT (SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) 15.Lot 84 is mislabeled on Sheet 1 as Lot 85. Lot 84 should have an access easement provided, preferably through Lot 34. G:\Public\YotAle\2004`,Y00430 Kendallwood Estates of'Yorkville',Vdihian Propertyj\docs\iw,yv,,rotFinal PIMG aloe Approval of this Final Plat of Subdivision should be contingent upon the completion of the above noted items and should be subject to the approval of the final engineering plans. Final engineering plans were submitted to our office on August 30, 2006 and are in the process of being reviewed. Sincerely, ENGINEERING 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, Director of Community Development Peter Huinker, P.E., SEC Scott J. Mai, P.E., SEC JTW/JWF, EEI G\P k(iclYoi ViileA2004\Y00430 Ker daliwood Estates of Yorkville(Vdilman Fropetty}ldocsllwyvvrotFinat Plat07 doc PCaOOG - tp3 United City of Yorkville Memo 800 Game Farm Road ,e3s Yorkville, Illinois 60560 " ` y Telephone: 630-553-8545 Fax: 630-553-3436 LE �y�? Date: September 6, 2006 To: Plan Commission From: Travis Miller, Community Development Director Cc: Lynsey Kawski(for distribution to Petitioner) Subject: Kendallwood Estates—Final Plat Request Staff Comments: The Final Plat for Kendallwood Estates substantially conforms to the approved Preliminary Plan. Access to Route 126 is required for this development and has been proposed through the adjacent Woodstone Development. Dedication of this right-of-way must occur and construction/improvement plans for this street segment must be approved prior to final approval. ec aorx-u!) September 5, 2006 To: Travis Miller From: Rebecca Houseman and Anna B. Kurtzman, AICP Subject: Review of Kendallwood Estates Final Plat Dated May 5, 2006 and Revised August 22, 2006 Staff has reviewed the final plat of Kendallwood Estates for compliance with the zoning code. Staff found that the final plat meets the requirements set forth in the zoning code for the R-2 district. The concerns zoning staff set forth in the letter dated August 7, 2006 have been addressed and satisfied in the revised final plat. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE S:\Rebecca\Yorkville\Residential Plan Review\Kendallwood Estates Final Plat 9.5.06.doc OF YOA�i G UNITED CITY OF YORKVILLE 800 Game Farm Road 172006 Yorkville,IL 60560 630/5534350 9�eENEO PC# 2D CU ` U0 APPLICATION & PETITION FOR CONCEPT PLAN REVIEW AND COUNTY MILE AND ONE-HALF REVIEW UNDERLYING TYPE OF REQUEST: Annexation&Zoning Rezoning PUD Amendment 1 th Mile Review Development Name: W"U T eAr2 V_V Date of Submission: 1. Name of Petitioner(s): %SA DFJJ ) M"*r Rt¢TfJ X2.5, I NG Vt Address: 1106� STF%MS0N Co0¢.T 5o i'tt; -ID4 RoSEU.t~� (L• 00172 Phone Number: Fax Number: 00- ZqV- &1'10 Relationship of Petitioner(s)to subject property: 0 Owner Peveloper XContract Purchaser 2. Name of holder of legal title,if different from#1: If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: 3. a). Street address and physical location of subject property: STD RZOPOVN APM�S o MOM *T.110 ©N `lam o?- € o f W *"T s b). egal description of property; attach as Exhibit A„. c). Total Acreage: ?j 1-7157 d). Kendall County Parcel Number(s)of property for which PUD is sought: e). Current Zoning Classification: E-1 f). Zoning Classification Sought: F_. 3 g). Is this property within City limits? _Yes No,requesting annexation (If no is checked,is the property contiguous with existing City boundaries? Yes No) Page 1 of 7 United City of Yorkville Concept/1-12 mile Review Application Revised: 2/25/04 4. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this,petition may be directed. E-IlAt-: FkL O D0r'*0 6UVfflk'1T-ebm fkjL OZ=Sta W 312-54.3-Of20 FAx# !030-295- 41 Q Itos S-M-4EWj0N camr, *9rV tt coo, Po- d-V ,ft•&01 Attorney: Name: Ma 110UA'e,- GRAIrt Address: X52(0 Phone Number: 6-30-590.;P aW Fax Number: 1553 Engineer: Name: Tr,-RWar. ti 4 �R!Yl6 Address: . 0. 20o kt4WEM tONWILLP L. 0 0 Phone Number: 00-'6'52- Fax Number: 00- Land Planner: Name: AWL P. �QZ iL' Address: 105 f9E&1g,1900 GOtjoT Phone Number: 0JI2-5,43-0426 Fax Numb - (K�`I b 5. If 1 V2 Mile County Review,what is county zoning currently? Requested Zoning: Zoning of surrounding parcels: North: South: East: West: 6. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description. b. 15 copies each of the application,proposed drawings,location map,site plan are needed to be scheduled for the staff review meeting. c. Appropriate filing fee(Please refer to Page 4 of this application"Petitioner Route, Step 1,Fees"and/or contact the Deputy Clerk for verification of this amount). For the Plan Commission Meeting,an additional submittal is need as follows: d. Concept Plan: 35 sets folded to fit in a 10"x 13"envelope e. 35 copies of the application with legal description. Page 2 of 7 United City of Yorkville Concept/I-1/2 mile Review Application Revised_ 2/25104 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: U(.`I' 1:7=, Zsa f0 Petitions s) ature: Subscribed and sworn to before me this 1Z 'l--day of t9 L. ,200 . "OFFICIAL SEAL" ` Notary Seal EDWARD P. ORZESKE NOTARY PUBLIC,STATE OF IWNOIS MY COMMISSION EXPIRES 10/27' 007 THIS APPLICATION MUST BE NOTARIZED. Page 3 of 7 United City of Yorkville Concept/I-1/2 mile Review Application Revised: 2/25/04 Rand McNally - Get a Map Page 1 of 2 Back RAN D M�N ALLY www.r4ndmcnally.com Use the print feature in your browser to print this page. �hDPa�D WAWU-t. EKVAVl- Yorkville, IL 60560-1271 H1110"TtAv l ' Leisure St —^_ y i� Mai Landm4er Dr �fA aec,rpeanna St ao X 1 No,tag e Dr~ ya�eY Ci !� w4►nur gt IStOGTAsCION r Arrohr o Yorkville/ , -- r F f /.� J4. son St / Mar r V fifotip Av Apple Tree CV t^Av Elm St A44110 Av E Park St y� a Yodnrllle ��' �2 Grade z Sohool S monauk St �'"� �• 47 44 Piing St r �� c 0 y d U � 160 rn n m20M R -rr�lr czar, ©2005"AVrEn _.._.�a._..........a....._..tt.. ,...... ...r...�a:«.... ;...,..1.i:« ..:,.tA��,,: „9��.1=n..1nr1P.n��P,A_A1g4.xua1n,,+4-4ztkr=Vnrlrstillpk4Z=TT Ar7=AA'; 7/16/0)nnA Plat of Survey of Pant of thf Southwest Quarter of Section 28-37-7 Yorkvilr Kendall County Illinois State of I16nois SS ---�,_ County of Kendall This is to certify thatwe,James a Olson AssocWes,Ltd.Wim Professional Land Surveyors have surveyed that part a the Southwest Quarter of Section 26,Township 37 North,Range 7 East of the Third Prin PW Meriaan desORW as fOMDW ComrrrexxM at the Southwest Corner of Guthene Subdivrsion;thence North 82'35W West abM the center Am of Walnut Street:330 0 feet for a point of beginning:thence Morth 07'251W Fast,4680 feet;thence North 82'35'900"Wes[; 77.08 fe*thence westerly along a hyVentral curve to the left having a radus of 533.31 feet,an an:d�tance of 263.51 beet thence South 07'25'00"West,404.21 feet to Said center km.thence South 82.35W East abng said eenterbi%330 0 feet to the paint ofbep nin9 in Yorkville,Kendal/County,iNneis and containing 3425 acres as shown by the plat hereon drawn which is a correct repesentation of said survey. taated at Yorkville,!minis March 31, 1997. ./ 'James M. Olson lllinors Professional Land Surveyor No. 2253 ,lames M.Olson Associates,Ltd. 107 West Madison Street Yorkw7le,Illinois 60560 _.. (630)553-0050 n ✓•`✓J�r�v�y�l a t; o PC aoo� - �a CIP United City of Yorkville Memo 800 Game Farm Road W IM Yorkville, Illinois 60560 Telephone: 630-553-8545 ' f y Fax: 630-553-3436 Date: September 6, 2006 To: Plan Commission From: Travis Miller,Community Development Director Cc: Lynsey Johnson(for distribution to Petitioner) Subject: Walnut Enclave Concept Plan Staff Comments The Comprehensive Plan Land Use Plan for the property recommends Transitional Neighborhood. The concept plan includes 24 townhomes on 3.175 acres equaling a gross density of 7.56 units per acre. Re-Zoning This property is currently Zoned R-1. This concept plan will require the zoning to be changed. R-4 Zoning will likely be sought by the petitioner to accommodate the land use proposed by the concept plan. R-4 will allow a density of 8 units per acre and is consistent with the Transitional Neighborhood land use recommended by the Comprehensive Plan. Variances The concept plan as submitted will require variances for front yard setback and rear yard setback. Assuming R-4 Zoning is requested, a 30' front yard and 40' rear yard will be required,therefore requiring a variance of 9' and 19' respectfully. The variances will need to be reviewed by the ZBA as part of the rezoning request. rasa S�.na INC 1105 Stevenson Court, Suite 104 Ph: (847)707-9722 Roselle, Illinois 60172 Fax: (630)295-6790 July 14, 2006 Mr. Travis Miller Community Development Director The United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 SENT VIA: HAND DELIVERED RE: Proposed Residential Development, Walnut Enclave, Yorkville, Illinois Dear Mr. Miller, Per our discussions concerning the residential development on Walnut Street proposed by Pasadena Development Partners, Incorporated, (PDP), please find the completed Preliminary Plan Review Application, legal description, proposed site plan, exterior elevations, unit plans and site massing study axonometric prepared for a preliminary plan review for proposed development. Pursuant to the initial plan review provided to PDP during our meeting of July 3, 2DO6, we have made the changes suggested for the project, those changes include: 1 . The overall site plan was revised to incorporate a total of four (4) buildings, each having six (6) single family attached rowhomes and a twenty foot separation between each section of homes. 2. With the revision on the total section of homes now totaling four, we have shifted the east and west sections of homes to the south side of the property, which places the two southern sections, one each on the west and east sides, approximately 5'-9" over the south setback requirement as per the current zoning code for the property. As a result, one of the variances we will be requesting for this project will be a variance to the south setback requirement. 3. With the revision on the total section of homes now totaling four, we have shifted the east and west sections of homes to the north side of the property, which places the northern section on the west side, approximately 5'-10 5/8" over the north setback requirement as per the current zoning code for the property. As a result, one of the variances we will be requesting for this project will be a variance to the north setback requirement. 5sa enI a DEVELOPMENT PAFTWW INC. 1105 Stevenson Court, Suite 104 Ph: (847)707-9722 Roselle, Illinois 60172 Fax: (630)295-6790 Page 2 4. Floor plans have been provided that will show the current gross area of each individual rowhome proposed at 2,200 s.f. with a net area of 1 ,800 s.f. when excluding the garage area. Given the revision made to the site plan by POP, we understand that our proposed project will still require a change in zoning from the current R-1 to R-3 for the require density for the number of dwelling units proposed. It is the intention of PDP to meet the requirements set forth in our previous meetings and according to the requirements as they pertain to the zoning ordinance. If you have any questions or clarifications concerning our application or our proposed project in general, please do not hesitate to call me at your convenience. Sincerely, Pasadena Development Partners, Inc. 1�0-6 L Paul R. Orzeske, AIA Cell #: 312.543.0426 E-mail: paul @pasadenadevelopment.com Wedsite: www_pasadenadevelopment.com — — NALNUT STREET o - - -- f f'+t E E 4 E F F E • • _ �� « i E _ (�� k Nk 4 I E E f E • r,1 O F CDtEt1EE E tEIE t O • E E t T 4 4 E E f f E t F E I k E E � F E E F f t f�I E t E t E t < • E tIt• EE � F EIEE FEE EEEEEt • t t_ E � E t E �.' t f i -- f f f E `�E h t < t f < �� , Efl Ef 4EEEf EfEftt : JE • �E � E E f � V E t F ® ® E t f t « t 1 E E E E E tlt E f �(jT E I( - �i 71v + i N E f �. �� f F E t F f E E t f t f F f 11I E E FIFIFI f k E t f � - - f i E E f tli E e ``I E E E f E f t E t • • t F t I t E E F t E E EIE t E t 4 f 14 t I E F FIE t E , f � Ek EftlitiE �, �, � f E E E E E f f E • t �- • F E t I f f f f 4 , ` f f E t E f E cE t F F t f a F F ♦ ♦ f E till W • k E k VV�y�,E E E TALI t F E 1- f t ! 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' _ __ �! __ ---��_ �,`; _ ��. % - .�. _ � �. - � �� _� � � , U UNITED CITY OF YORKVILLE SEQ 800 Game Farm Road Yorkville,IL 60560 RECE 630/553-4350 PC# a'C'p\p'1 APPLICATION & PETITION FOR CONCEPT PLAN REVIEW AND COUNTY MILE AND ONE-HALF REVIEW UNDERLYING TYPE OF REQUEST: Annexation&Zoning Development Name: ROB ROY FALLS Date of Submission: SEPTEMBER 1, 2006 1. Name ofPetitioner(s): SEXTON DEVELOPMENT, LLC Address: 4415 WEST HARRISON STREET, ;'535, HILLSIDE, ILLINOIS 60162-1900 Phone Number: 708-449-1250 Fax Number: 708-449-0177 Relationship of Petitioner(s)to subject property: xW Owner id Developer [] Contract Purchaser 2. Name of holder of legal title, if different from#1: LA SALLE NATIONAL TRUST ;'47016 DATED DECEMBER 1, 1973 If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: 1/3 EILEEN G. SEXTON (IRREVOCABLE TRUST) ; 1/3 CAROLE S. MALINSKI (LIVING TRUST) ; 1/3 KATHLEEN S. DANIELS (LIVING TRUST) 3. a). Street address and physical location of subject property: ON VETERAN'S PARKWAY BETWEEN ELDAMAIN ROAD AND CANNONBALL TRAIL b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 274 +/- d). Kendall County Parcel Number(s) of property for which PUD is sought:02-19-300-006/ 02-19-400-006/ 02-19-400-005/ 02-30-200-006/ 02-30-100-002 e). Current Zoning Classification: AGRICULTURAL f). Zoning Classification Sought: MIXED USE g). Is this property within City limits? Yes X No,requesting annexation (If no is checked, is the property contiguous with existing City boundaries? X Yes No) Page 1 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 4. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: DREW DANIELS, SEXTON DEVELOPMENT, LLC, 4415 WEST HARRISON STREET, #535 HILLSIDE, ILLINOIS 60162-1900, (TEL) 708-449-1250, (FAX) 708-449-0177 Attorney: Name: SCHAIN, BURNEY, ROSS & CITRON, LTD. Address: 222 NORTH LA SALLE STREET #1910, CHICAGO, ILLINOIS 60601 Phone Number: 312-332-0200 Fax Number: 312-332-4514 Engineer: Name: C M LAVOIE & ASSOCIATES, INC. Address: 1060 W ROUTE 128, PLAINFIELD, ILLINOIS 60544 Phone Number: 847-735-1000 Fax Number: 847-735-1010 Land Planner: Name: ROLF C. CAMPBELL ASSOCIATES, INC. Address: 100 WAUKEGAN ROAD SUITE 1000 LAKE BLUFF, ILLINOIS 60044 Phone Number: 847-735-1000 Fax Number: 847-735-1010 5. If 1-t/2 Mile County Review,what is county zoning currently? Requested Zoning: Zoning of surrounding parcels: North: South: East: West: 6. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description. b. 15 copies each of the application,proposed drawings, location map, site plan are needed to be scheduled for the staff review meeting. c. Appropriate filing fee (Please refer to Page 4 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). For the Plan Commission Meeting, an additional submittal is need as follows: d. Concept Plan: 35 sets folded to fit in a 10"x 13"envelope e. 35 copies of the application with legal description. Page 2 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: SEPTEMBER 1, 2006 Petition s i e• LS $ this 1ST day of SEPTEMBER 2200 6 OFFICIAL SEAL CAROL SUE SMITH NOTARY R&C-STATE of UAW MY CMUSSION EXPIRES 07/13/10 N THIS APPLICATION MUST BE NOTARIZED. Page 3 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 EXHIBIT "A" PARCEL ONE: THAT PART OF THE SOUTH 1/2 OF SECTION 19 AND THAT PART OF THE NORTH 1/2 OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: BEGINNING AT THE CENTER OF SAID SECTION 19; THENCE SOUTH 00 DEGREES 48 MINUTES 07 SECONDS EAST ALONG THE QUARTER SECTION LINE 257 .40 FEET; THENCE NORTH 83 DEGREES 55 MINUTES 03 SECONDS WEST 1944.30 FEET TO A POINT OF THE NORTH LN <OF THE SOUTHWEST 1/4 OF SAID SECTION 19, WHICH IS 1930.58 FEET SOUTH 88 DEGREES 28 MINUTES 32 SECONDS WEST FROM THE POINT OF BEGINNING; THENCE SOUTH 88 DEGREES 28 MINUTES 32 SECONDS WEST ALONG SAID NORTH LINE 204.60 FEET; THENCE SOUTH 02 DEGREES 08 MINUTES 40 SECONDS WEST 2489.33 FEET TO THE PRESENT CENTER LINE OF U. S. HIGHWAY NO. 34; THENCE EASTERLY ALONG SAID CENTER LINE 2001.79 FEET TO A POINT ON SAID CENTER LINE WHICH IS 2936.70 FEET NORTH 84 DEGREES 40 54 MINUTES 42 SECONDS WEST FRONT THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30 (AS MEASURED ALONG THE CENTER LINE OF SAID U. S. HIGHWAY NO. 34); THENCE NORTH 5 DEGREES 05 MINUTES 18 SECONDS EAST AT RIGHT ANGLES TO SAID CENTER LINE 231.00 FEET TO SAID CENTER LINE; THENCE SOUTH 84 DEGREES 54 MINUTES 42 SECONDS EAST PARALLEL WITH SAID CENTER LINE 565.71 FEET; THENCE SOUTH 5 DEGREES 05 MINUTES 18 SECONDS WEST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 231.00 FEET TO SAID CENTER LINE; THENCE SOUTH 84 DEGREES 54 MINUTES 42 SECONDS EAST ALONG SAID CENTER LINE 2370.99 FEET TO THE EAST LINE OF THE NORTHEAST 1/4 OF SAID SECTION 30; THENCE NORTH 00 DEGREES 39 MINUTES 04 SECONDS WEST ALONG SAID EAST LINE 429. 15 FEET TO THE NORTHEAST CORNER OF SAID SECTION 30; THENCE NORTH 00 DEGREES 39 MINUTES 04 SECONDS WEST ALONG THE EAST LINE OF THE SOUTHEAST 1/4 OF SAID SECTION 19, 310.20 FEET; THENCE SOUTH 89 DEGREES 20 MINUTES 56 SECONDS WEST AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 277.32 FEET; THENCE NORTH 15 DEGREES 08 MINUTES 07 SECONDS WEST 2403.75 FEET TO A POINT ON THE NORTH LINE OF THE SOUTHEAST 1/4 OF SECTION 19 WHICH IS 1826.22 FEET NORTH 88 DEGREES 28 MINUTES 32 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE SOUTH 88 DEGREES 28 MINUTES 32 SECONDS WEST ALONG SAID NORTH LINE 1826.22 FEET TO THE POINT OF BEGINNING IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS PARCEL 2 THAT PART OF THE SOUTH 1/2 OF SECTION 19 AND THE NORTH 1/2 OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, DAF COMMENCING AT THE INTERSECTION OF STATE ROUTE NO. 34 AND THE EAST LINE OF SAID SECTION 30; THENCE WESTERLY ALONG THE CENTER LINE OF SAID ROUTE 34, 2370.99 FEET FOR THE POINT OF BEGINNING; THENCE NORTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE, 231 FEET; THENCE WESTERLY PARALLEL TO THE CENTER LINE OF SAID ROUTE 34, 565.71 FEET; THENCE SOUTHERLY AT RIGHT ANGLES TO THE LAST DESCRIBED COURSE 231 FEET TO THE CENTER LINE OF SAID ROUTE 34; THC EASTERLY ALONG THE CENTER LINE OF SAID ROUTE 34; 565.71 FEET TO THE POINT OF BEGINNING, IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS CO.o United City of Yorkville Memo 800 Game Farm Road EST. a;1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 <kE Date: September 11, 2006 To: Plan Commission, Mayor, Elected Officials, Department Heads and Staff From: Lynsey Johnson Kawski, Administrative Assistant Subject: Supplemental Packet Information Attached is supplemental information for the September 13th Plan Commission packet: PC 2006-77 Rob Roy Falls Concept Plan 1. Memo from Anna Kurtzman Attachments 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 vwvw.eeiweb.com Engineering Enterprises, Inc. September 8, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Rob Roy Falls Conceptual Site Plan United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Conceptual Site Plan for Rob Roy Falls prepared by Rolf C. Campbell & Associates, Inc. dated August 31, 2006 and offer the following comments: 1. The access point on Beecher Road lying between Outlot 8 and Outlot 9 falls within the taper area for the Beecher/Rte. 34 intersection and should be moved at least 150 feet north or perhaps between Outloy 9 and Oubot 10. This access point should be limited to a right in/right out movements only. 2. The full access point on Beecher Road between Outlot 15 and Outlot 16 may require traffic signals. A warrant analysis should be performed for this location. 3. The access point on Beecher Road for Rob Roy Club has nearly 100 feet separating the inbound and outbound lanes. The designer will need to design this entrance to clearly identify the entrance and exit lanes. 4. The Senior Living area and Assisted Living Area have only one access point serving both areas. One emergency access point is identified for each area. Given the nature of these developments and the higher potential for needing emergency services and due to the uncertainty of when these emergency routes may become available, we feel that a secondary service entrance to these areas should be considered. Consulting Engineers Specializing in Civil Engineering and Land Surveying 5. A number of the roadways in the residential portions of this development appear to have radii that are less than 100 foot in length. Please verify that all radii are in conformance with the City's Subdivision Control Ordinance. 6. All references to "Outlots" should be changed "Lots". Our review will continue as the above comments are addressed by the developer and the design engineer. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager p.c.: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski Eric Granrud, C.M. Lavoie &Assoc., Inc. JWF/JTW, EEI GAPublic\Yorkville\2003\Y00319 Rob Roy Falls(Sexton)\Doc\lwywrot01 concept.doc ,.��o ��ry United City of Yorkville Z? T County Seat of Kendall County 800 Game Farm Road Esr , +1838 Yorkville, Illinois, 60560 l � Telephone: 630-553-4350 0� � �� O Fax: 630-553-7575 Website: www.yorkville.il.us September 5, 2006 TO: Travis Miller FROM: Anna B. Kurtzman, AICP SUBJECT: Rob Roy Falls (PC 2006-76) Concept Plan dated August 31, 2006 Department of Building Safety staff has reviewed the document referenced above for compliance with the City's zoning code and offers the following comments: 1. The property is presently unincorporated and will need to be annexed. Concurrent with annexation a City zoning designation will need to be assigned to the property. Due to the different uses and interconnection of uses, staff believes that the applicant would be best suited if they apply for a Planned Unit Development(PUD). 2. As part of the PUD, a list of variances from the zoning code and deviations from the subdivision code will be required. There isn't enough information provided with the concept plan to provide a comprehensive list, however, staff does note: a. As some roads will be gated it is assumed that some roads will be private. The applicant should note that Section 10-3-4 of the Municipal Code states: "Except in the case of a planned development, not more than one principal detached residential building shall be located on a zoning lot, nor shall a principal detached residential building be located on the same zoning lot with any other principal building." b. Staff will need to work with the applicant regarding setbacks. (Front yard setbacks are typically measured from the property line adjacent to a public right- of-way. Also,will there be individual lots for each building? If not then separation between buildings may also need to be discussed.) This applies to all components of this development. 3. More information regarding the outdoor seating area will ultimately need to be provided. Presently, staff believes this area will need to be used, in addition to the traditional building area, in determining the number of parking spaces that will need T. Miller Rob Roy Falls Concept September 5, 2006 Page 2 of 2 to be provided. This same approach will likely be applied toward the outdoor sales area towards the northeast corner of the commercial area. 4. Details pertaining to building separations/setbacks for the life style center will also need to be discussed, which may lead to possible variances. /abk c: W.Dettmer,D.Daniels Filename: C:\Documents and Settings\Anna\My Documents\Rob Roy Falls\Concept plan 9-5-06.doc Rob Roy Falls A Brief Description of the Mixed Use Development (Page i) SENIOR LIVING Located directly west of the Rob Roy Creek, the senior living development is about 75 acres in size, and is completely isolated and private from the rest of the property. This development will be age restricted and a gated community that showcases a unique selection of living options. Seniors will have their choice of ranch style single family homes, ranch style duplex units, or an assisted living complex to pick from. The two large water features, the Rob Roy Creek and the large area of open space help create a nice buffer between the senior living and the other property uses. Lastly, there is an abundant amount of walking paths including a pedestrian bridge that crosses over the creek connecting the rest of the development. This will allow seniors access to the commercial portion of the property without having to drive. COMMERCIAL Fronting on Veteran's Parkway is roughly 125 acres of mixed commercial use directly east of the Rob Roy Creek. The commercial development has many features including: •restaurant cluster with shared parking (Located on the curve where the Outdoor Seating Area is labeled) •hotel within walking distance of the senior living&restaurants (Located directly south of the detention,east of the creek) •true life style center where you park and walk to miscellaneous shops (Located directly west of the southeast water detention features) •waterfall feature visible from Veteran's Parkway&Beecher Road (Located between the two detention areas in the southeast corner of the plan) •set-back location and necessary parking for major commercial users (Located along the middle of the property directly east of the water detention) •total of 18 outlots for miscellaneous retail and restaurant users (Located throughout the commercial portion of the property) Rob Roy Falls A Brief Description of the Mixed Use Development (Page 2) THE ROB ROY CLUB The Rob Roy Club is a new twist on an older, proven idea. This club is located on approximately 7o acres of land directly behind the commercial development. The development would be an equity free gated community, which has all of the amenities and features of a country club, but without the golf course. In the Rob Roy Club, members will have the selection of living in a single family home, duplex unit, town house or condominium. This upscale exclusive development will feature private tennis courts, indoor and outdoor pools, a putting green, deck tennis courts, a gymnasium, a restaurant and a clubhouse. A truly special feature is the fact that this is centrally located to all of the Rob Roy members to provide an open space feel while providing a complete entertainment package all in the same space. The clubhouse and restaurant will have parking adjacent to Beecher Road for member guests, and the restaurant would be available to both members of the club and to the public with direct access to the commercial portion of the property. Monthly club dues would provide the association the funds to upkeep the facility, and all other amenities. The development allows young and old business professionals, empty nesters or people who look to have a second home a chance to live in an upscale development without having to purchase a home. r ROB ROY FALLS A MIXED USE DEVELOPMENT TOTAL SITE: Size +/-274 Acres Frontage - US Route 34 (Veteran's Highway) 4,880 Feet Beecher Road 2,130 Feet --------------------------------------------------------- Total 7,010 Feet ------------------------------ • Commercial: Size +/-125 Acres Frontage US Route 34 (Veteran's Highway) 4,030 Feet Beecher Road 1,080 Feet ----------------------------------------------------------- Total 5,110 Feet ----------------------------- Land use Major Commercial Restaurant Park --------------------------------------------------------------------------------- Hotel --------------------------------------------------------------------------------------------- Life Style Center ------------------------------------------------------------------------------- Misc. Outlots ----------------------------------------------------------------------------------- Parking Spaces (as currently designated on Plan) +/- 5500 Spaces ----------------------------- Building Square Footage as currently designed on Plan 800,000 sq. ft. to ---------------------------- 1,000,000 sq. ft. • Senior Living: Size +/-75 Acres Frontage US Route 34 (Veteran's Highway) 850 Feet -------------------------------------------------------------- Land Use Single Family Homes 30- 40 Units ----------------------------------------------- DuPlex Units 110-140 Units Assisted Living 280-360 Units --------------------------------------------------------- Total 420—540 Living Units • Rob Roy Club: Gated Membership Club—(Living/Recreation) Size +/-70 Acres Frontage Beecher Road 1,050 Feet ------------------------------------------------------------------------------------- Land Use Single Family Clusters 32-40 Homes Du Plex Units 20-24 Units Town Homes 88-92 Units Condominiums 160-224 Units --------------------------------------------------------- Total 300-380 Dwelling Units Rolf C. Campbell &Associates, Inc. August 31, 2006 ROB ROY FALLS ° O° O ; ° o ° �O ° ❑ o OPA�, ❑ o ❑ ❑ ❑ ❑ O ❑ ° -V •��'°'°"°' ;/-'- --__--- O ❑ SINGLE-FAMILY "' 00000 ❑ 4 o A ROB ROY CLUB ' ? ❑ ❑ ❑ ❑ o° _ - 1� PA8[SITE 4 DIT u .•.:1171011:'•:��:•': ........... VV �'W❑VV�_ � 3 2 �J PAR[SITE �J`� , OITII.O'1' Ai UIT L[Yf 17 _ �-'�e4--�a•*-��*�°, +--9 99. _9 ET9 NIOR LIVING --" =-�+.�r:,••�. 99 1 �9 :x':: :�i'c�;;; is;:�i:c�:•:">. Z(KRDOOR 16 VA3 9 O :••':-D iT L71TI0�:�:.::•.f:.::.. � i �\�9`J/ ASSISTED LIVING A p A4 Ay f pp OlT17AT " 6 q 1 EMERGENCY ACCESS ONLY ov5 r 4G' II A,� 9!� HOTEL A P-4 ; I hh WAI>'618 PMN ovI,AT !�u It o 4 ► �► I! la pump c oDIIA7 j ehf ps Ali OUTDOOR SEATING AREA 2 b l'_ OUII.G7 .�' 7 n$ 7 7 I J lI 1.0 D OW7[II' OUTLOT .� ��!. ft— :, � OlIl7.0'f Iy 1 pp 4 .:i.... J - A 7 ounar US ROUTE 34 � g PREPARED BY.- CONSULTING ENGINEER: DEVELOPED BY CONCEPTUAL SITE PLAN SCALE: 1" — 400' Revisions ROLF C.CAMPBELL&ASSOCIATES,INC. C.M.LAVOIE&ASSOCIATES,INC. SEXTON DEVELOPMENT 101 Waukegan Rd.-Suite 1000 1050 West Route 126 U.S. ROUTE 3 4 �. Lake Bluff, Illinois 60044 Plainfield,Illinois HILLSIDE, ILLINOIS y 0 R:y V I L L E , I L L I N O I S PHONE:(847)735-1000 FAX:(847)735-1010 PHONE:(815)254-0505 FAX:(815)436-5158 0 400 800 AUGUST 31 2006