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Plan Council Packet 2006 06-22-06 United City of Yorkville Memo 800 Game Farm Road EU. 1 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 20 Fax: 630-553-7575 E PLAN COUNCIL AGENDA Thursday, June 22, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Corrections: May 25, 2006 2. 9:30 a.m. PC2006-34 -Kendall Marketplace Rezoning to PUD and Preliminary Plan 3. 10:00 a.m. PC2006-36 -Aspen Ridge Estates Final Plat 4. 10:30 a.m. PC2005-52A - Kleinwachter Preliminary Plan 5. 11:00 a.m. PC2006-42 - Westbury Concept Plan 6. 11:30 a.m. PC2006-47 and 48 - Six Pillars of Yorkville Annexation and Zoning 7. 12:00 p.m. PC2006-50 - Prairie Pointe Rezoning Plan Council May 25,2006 Attendees: John Crois, Interim City Administrator Travis Miller, Community Dev. Director Eric Dhuse, Public Works Director Sgt. Ron Diederich, Yorkville Police Dept. Dave Mogle, Dir. of Parks &Rec. Joe Wywrot, City Engineer Anna Kurtzman, Zoning Coordinator Tim Fairfield, BKFD Bill Dunn, EEI John Whitehouse, EEI Guests: Pete Huinker, Smith Engineering Clayton Marker, Marker&Associates Gary Neyer,Marker& Associates Vince Rosanova, Dommermuth&Assoc. Jason Nijim, MPI Dan Oefner, Cowhey Mike Hughes, Smith Engineering Brock Lovelace, Smith Engineering Ted Lundquist, SEC Planning Paul Bertie,Atwell-Hicks Chuck Gilmore,Atwell- Hicks Katie Cunningham, Gardner&Assoc. Joe Wywrot called the meeting to order at 9:30 am. The May 11 minutes were approved with a correction. Del Webb Unit 1 —Final Plat Del Webb Unit 2—Del Webb Boulevard Private streets are being dedicated on the individual units where no residences are present. Joe Wywrot suggested final acceptance of public infrastructure along Westhaven and Del Webb Blvd. not be accepted until 70 % of the units are built out(per city ordinance). Proposed revisions to annexations include re-platting of individual roadway lots, consecutively. Unit Two will have a permanent connection of the SE street to the commercial area and the language regarding gating of the right of way(which would be determined by the residences). The frontage road going to the commercial area is private. There will be sidewalk along Westbury Blvd. on the opposite side. The construction traffic will have access into the cul-de-sac (the residents, police and fire will determined the gate coding for accessibility). The second entrance will be Del Webb Boulevard. The majority of the engineering comments pertain to bringing specifications to city standards. The water main goes up Westbury Blvd. and a second feed under Galena (at west end of Westbury) or through the commercial. The stub to Bailey Meadows will be east of the Schultz property. The Bailey Meadows annexation agreement will be checked for assignment of responsibility for sewer costs across the Com Ed. Water hydrants should be marked with bags until they are in service. The plats will be prepared consecutively, by PUD Units with those with residential lots. Engineering plans should correspond to the specific unit of plats. Anna Kurtzman cautioned the developer regarding the placement of entryway monuments, showing proposed easements. This will be presented at the June 28th Plan Commission. 1 Grande Reserve Unit 24—Final Plat Anna Kurtzman requested lot width at building setback lines. Lots 1055 and 1081 need rear and side yard identification. Lot 3063 could be conveyed to the park department or HOA. The city was deeded all area behind neighborhood 19, and this area could be used as parking. Dave Mogle will check with the park board on this issue. Lot 3062 has more street frontage and there is a bike trail easement through this area to get to the conservation area. The developer will label the parks (3062) and trails (going north from lot line between 1063 and 1064). The area east of this trail will be conveyed to the home owners' association. All streets should have 25' right of ways at intersections. Bill Dunn requested an additional 5% contingency line item to cover increases in paving costs. Midwest Technical's comment letter will be copied to EEI. The Autumn Creek Phase II will be building within the year. Secondary access point in Autumn Creek is through the field entrance crossing the AT& T easement(non vacated)to the un-named street. There is 75' of build-able area(no fill area) in the lots abutting this easement. Grande Reserve could use lot 1099 or 1100 to Kennedy Road to provide a second access. Jason Nijim stated Units19 probably would be in late 07 or early 08. John Whitehouse stated the developer should provide 100' right of way between units 17 and 24 for Kennedy Rd. improvements. The city is asking for plans and specifications on the engineering plans for the retaining wall between 1088 and 1074. e. Building permits allow a 3 foot wall. This will be maintained by the HOA, and landscaping was suggested on the top side. Water hydrants should be bagged until use, and noted on the plans. This will be at Plan Commission on June 28 . Heartland Crossing Preliminary PUD Plan The correct density is 1.84, excluding the commercial component. There are block lengths exceeding 1520 feet. EEI's storm water group will meet with the developer. Variances noted were minimum 30 foot buffers between property lines, maximum two foot bounce for 10 yr, storms, access points for Rt. 47 should be addressed after zoning approval and responses from IDOT. In addition, a variance is being suggested for side slopes for 4:1 vs. 5:1. Joe Wywrot pointed out that because there are residential areas close to the commercial areas, he felt the ratio should be 5:1. The developer will negotiate further with the city regarding these variances, which should be noted on the plans. The developer will shift lot 100 to align the pathway in a straighter path coming from between lots 80 and 99. The Army Corps has accepted the delineation report. On lot 821 a full access is being proposed to the south. The commercial developers in contact with Marker are interested in having a full access on the parcel and segregating the residential and commercial traffic. The spacing of full access between Ament Rd. and Wheeler is locked in according to Pete Huinker. The city proposed a 2 northern extension of the road between lots 343 and 310, intersecting it with a western extension of the southern-most proposed full access in Lot 821. The layout will be contingent on the commercial concept design layout and determined before platting. Travis Miller stated 805 and 807,private HOA parcels, might have cross connections (at 700 and 585). Discussed was whether the cross streets proposed would actually aid the residents in getting traffic to intended destination and if this would be for traffic movement and flow. The police department does not have objections leaving the street plans as they are presented. An initial signage plan should be presented to the City in conjunction with the ADT analysis. Dave Mogle would like a dividing line between the HOA and the city on lot 795. and on lot 810/lot 433 on the final plat. The storm water management easement along Aux Sable creek allows for trail placement. Language regarding water hydrant bagging before full use will be in the annexation agreement. This will be presented at Plan Commission on June 14. Wal-Mart Zoning Preliminary Plan and Variance Anna Kurtzman stated lot configuration poses problems for building permit issuance. All lot must have direct access to a public street. An option would be a PUD, then designation can be made for the front of each lot. A zoning front does not mean the building needs to be oriented toward the front. The code states the front of the lot abuts the right of way. There is also split zoning and to establish setbacks the plat needs to be changed or rezoned. The petitioner stated the plan and plat are two separate issues, because Mr. Hamman wants subdivision of his property in the plat. Regarding the plat, Wal-Mart is asking for site plan approval of their lot. Lot 9 is partially zoned R-2 and the petitioner has applied for re-zoning. Travis Miller recommends moving forward with Lot 9 now as Unit 1, then submitting separate applications for subdividing the rest of the property, beginning with Unit#2. Cross access easements and shared parking easements should be provided. In reference to covenants on the plats, language should state "there shall be access between parking facilities". The design of Crimson Lane will be shown conceptually on the Wal-Mart plans, but will be submitted separately. This project is Don Hamman's,not Wal-Mart's specifically. Improvements will be shown conceptually on the Wal-Mart plans. The street to the north, Prairie Clover Drive, is anticipated to intersect with Clover Lane somehow. Travis Miller strikes the comment#2 regarding sidewalks (shown on this plan for outlots 2-5). There will be a sidewalk along the Rt. 34 frontage. Parkway trees along Rt. 34 should be shown along the frontage of the property. Twelve additional trees should be added to the interior parking lots, and trees can be added to the vacant islands. The Ginkgos should be spaced to 20' on center along the west side of the eastern drive. 3 The storm water from this site will go into an infiltration basin. Joe Wywrot suggested additional management practices to keep the waters clean, in particular additional landscaping in the parking areas,through grassy swales, and filters at the catch basins. Bill Dunn said the existing drainage on the properties identified as taken care of "by others"needs to be resolved and changed on the new plans. The Countryside Parkway radius should be increased. The pavement on the north side of the truck dock area will require heavy duty paving, in addition to common access areas. Needed are calculations on the storm sewer layouts. Reports noted comment# 8A,B and G have been obtained by the developer. The water distribution system will be served off the Grande Reserve pressure zone, accomplished by extending the main (constructed by Hamman)along the north side of the post office, east on Crimson Lane to Autumn Creek. Looping occurs to serve the commercial site and requires an off-site easement from Don Hamman. The easement referred to in EEI's#71 should read "public utility and drainage easement" . This will be at the June 14 Plan Commission. Minutes submitted by Annette Williams 4 GITYpob , 9<_ UNITED CITY OF YORKVILLE can 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC # oou-'%N APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: e a h1e Jikot, C Date of Submission: LZ� C� Requesting: [] Annexation Zoning [] Planned Unit Development [] Special Use: 1. Name of Petitioner(s): nc> ��- Address: ��� /1�m � �t"w+ Ay��ve �ir6-1 lL �"�"3`�_ !z�Z Phone Number: •"7r7 3 • Z 5 .3c-3,6- Fax Number: `l -7 3 Relationship of Petitioner(s)to subject property: [] Owner [] Developer Contract Purchaser 2. Name of holder of legal title, if different from#1: co �- �' If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: f� 3. a). (i). Street address and physical location of subject property: .f • (ii). Zoning of surrounding parcels: North: R- 2- South: B - Z w p V'j�') &(6'C e- u, , 4 East: tits o> Unl�cc1r West: b). Legal description of property; attach as Exhibit"A". c). Total Acreage: Page 1 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 02—M1 '- LICC—vo3 , oZ -2-6- 30 - ocZ , 02-2-1­100- 001, e). Current Zoning Classification: f). Zoning Classification Requested: 3 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: 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: A/,5,1 e 7. Does a flood plain exist on the subject property? //V 8. Do Electors reside on the subject property? /V& 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: c - �. iyr �:� 'r' -- �c, cf" �a-r•c t,— n � �� i'��i�rc �-/_'�� ��iNS A/,,,n1q, &&le--r,,, Aue ,, Ye . CIA Ice�,, 70T,.4,g'7.e- 19 -713, b? I f 0 Attorney: Name: 6 e_ r a t l' 5 G q ,� Address: G Ce 5 r; � � • , '�6-� ��llr; lL. S� C7 Phone Number: 5 2 ;_7 Fax Number: ell, ff Engineer: Name: ilP Address: /L &GGSL Phone Number: 00.5,53. 25'&V Fax Number: (630.56 3, Am& Land Planner: Name: 7 u c,k6j,4 SAroe-A &\_ 1� A-SSC,�-," es• J-nC. Address: 2.11 `��-:', � Phone Number: -7-7 L'. (v 5 G.-7 7`I Fax Number: V1 1U. (05 0 ..,�C 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: AJ111JO ro Petitioner(s) Signature: (All legal property owners signatures must appear on this application.) 564 May rat„ ,.. I F Subscribed and sworn to before me this day of "YJ'�. , 200 Notary Seal THIS APPLICATION MUST BE NOTARIZED. �� ALICE ' NOTARY pU&XT MI C ON EMV0.1?AUO7 Page 3 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 ANNEXATION, PLANNED UNIT DEVELOPMENT,ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning- $250 plus $10 per acre for each acre over 5 acres b. Rezoning only - $200 plus $10 per acre for each acre over 5 acres c. Special Use - $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1.25%of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10= $2,500 over 10 acres,but not over 40 = $5,000 over 40 acres, but not over 100= $10,000 over 100 acres =$20,000 g. Deposit for Outside Consultants -under 2 acres= $1,000 2 to 10 acres = $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental,etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2"d and 4d'Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep,Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in residential developments. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Page 4 of 5 United City of Yorkville Annexation PUD,Zoning,Special Use Application Revised: 2/25/04 Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference 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, Yor it e, Illinois 60560. Date: `� 25 0 v '14� ?1 \� gnature of Petitio er Page 5 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 TELEPHONE LINE r a ?725 GAS LINE c TREELINE �I TREE FENCE _ E '/u' x I�1 TRAFFIC SIGNAL VAULT / THAT PART OF THE SOUTH EAST 114 OF SECTION 19, PART OF THE SOUTH 112 OF SECTION 20 AND PART OF 94 THE NORTH WEST 114 OF SECTION 29, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH EAST CORNER OF SAID SOUTH EAST 114 SECTION 19; 7HENCE NORTH ALONG THE EAST LINE OF SAID SOUTH EAST 1/4 310.20 FEET• THENCE WES7ERLY PERPENDICULAR TO SAID EAST LINE 198.0 FEET FOR THE POINT OF BEGINNING; THENCE EASTERLY ALONG THE LAST DESCRIBED COURSE 198.0 FEET' THENCE SOU7H ALONG SAID EAST LINE 310.20 FEET TO SAID SOUTH EAST CORNER; THENCE SOUTH ALONG THE WEST LINE OF SAID NORTH WEST 114 OF SECTION 29, 429.15 FEET TO THE CENTER LINE OF U.S. ROUTE NO. 34, THENCE EASTERLY ALONG SAID CENTER LINE, WHICH FORMS AN ANGLE OF 95 DEGREES, 41 MINUTES, 25 SECONDS WITH 7HE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 2059.30 FEET TO 7HE CENTER LINE EXTENDED SOUTHERLY OF CUT—OFF ROAD,. THENCE NORTHERLY ALONG SAID CUT—OFF ROAD CENTER LINE EXTENDED AND SAID CENTER LINE WHICH FORMS AN ANGLE OF 106 DEGREES, 47 MINUTES, 23 SECONDS W/7H THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 1816.44 FEET TO 7HE NOR7H WEST CORNER OF OAK KNOLLS SUBDIVISION; 7HENCE NORTHERLY ALONG SAID CUT—OFF ROAD CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES, 26 MINUTES, 14 SECONDS W7H THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE 7HEREFROM, 746.59 FEET' THENCE NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 86 DEGREES, 39 MINUTES, 00 SECONDS W `7H THE CENTER LINE OF CUT—OFF ROAD GOING NORTHERLY FROM 7HE LAST DESCRIBED PO/NT. MEASURED COUNTER CLOCKWISE 7HEREFROM, 441.97 FEET; THENCE I NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 33 DEGREES, 20 MINUTES, 00 SECONDS WITH THE PROLONGA770N OF THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 65.90 FEE T,• THENCE NORTHERLY ALONG A LINE WHICH FORMS AN ANGLE OF 38 DEGREES, 44 MINUTE'S, 00 SECONDS WITH THE PROLONGA770N OF THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM 138.82 FEET,• THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 271 DEGREES, 25 MINUTES, 4 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER CLOCKWISE THEREFROM 2658.89 FEET TO A POINT ON THE EAST LINE OF SAID SOUTH EAST 114 OF SEC770N 12 WHICH IS 147.18 FEET SOUTV OF THE NORTH EAST CORNER OF SAID SOUTH EAST 114 ; THENCE WESTERLY ALONG THE PROLONGA770N OF 7HE LAST DESCRIBED COURSE 580.80 FEET,• THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 176 DEGREES, 11 MINUTE'S, 47 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED COUNTER CLOCKWISE THEREFROM, 258.97 FEET TO A POINT ON 7HE NORTH LINE OF SAID SOU7HEAST 114 WHICH IS 1826.22 FEET EASTERLY OF THE CENTER OF SAID SEC770N 19,• THENCE SOU7HEAS7ERLY ALONG A LINE WHICH FORMS AN ANGLE OF 62 DEGREES, 59 MINUTES, 10 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 2411.25 FEET TO 7HE POINT OF BEGINNING (EXCEPT 7HAT PART OF THE NORTHWEST 114 OF SEC770N 29, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS.• COMMENCING AT THE INTERSEC770N OF THE CENTERLINE OF U.S. ROUTE NO. 34 AND THE CENTERLINE OF CANNONBALL 7RA/L, THENCE NORTH 21 DEGREES, 49 MINUTES 35 SECONDS EAST ALONG 7HE CENTERLINE OF CANNONBALL TRAIL, 555.0 FEET FOR THE PO/NT OF BEGINNING; THENCE NORTH 68 DEGREES, 10 MINUTES, 25 SECONDS WEST, 48.0 FEET, THENCE SOUTH 21 DEGREES, 49 MINUTES, 35 SECONDS WEST, PARALLEL TO SAID CENTERLINE OF CANNONBALL TRAIL, 470.0 FEET,• THENCE SOUTH 57 DEGREES, 49 MINUTES, 35 SECONDS WEST, 74.81 FEET TO THE NORTHERLY RIGHT OF WAY OF SAID U.S. ROUTE NO. 34; THENCE EASTERLY ALONG SAID NORTHERLY LINE, 96.06 FEET TO THE CENTERLINE OF CANNONBALL TRAIL, THENCE NORTH 21 DEGREES, 49 MINUTES, 35 SECONDS EAST, ALONG SAID CENTERLINE, 502.78 FEET TO THE PO/NT OF BEGINNING, AND EXCEPT THAT PART OF THE SOUTH HALF OF SECTION 20, TOWNSHIP 37 NORTV, RANGE 7 EAST OF THE 7HIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS' COMMENCING AT THE SOUTHEAST CORNER OF THE SOU7HEAST QUARTER OF SEC770N 19, TOWNSHIP AND RANGE AFORESAID, THENCE SOUTH ALONG 7HE WEST LINE OF THE NORTHWEST QUARTER OF SEC77ON 29, TOWNSHIP AND RANGE AFORESAID, 429.15 FEET TO THE CENTERLINE OF U.S. ROUTE NO. 34; THENCE EASTERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 95 DEGREES 41 MINUTES 25 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE 7HEREFROM, 2059.30 FEET TO 7HE CENTERLINE EX7ENDED SOUTHERLY OF CANNONBALL TRAIL; ]HENCE NORTHERLY ALONG 7HE CENTERLINE OF SAID CANNONBALL TRAIL, WHICH FORMS AN ANGLE OF 106 DEGREES 47 MINUTES 23 SECONDS K17H THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 1816.44 FEET TO THE NORTHWEST CORNER OF OAK KNOLLS SUBDIVISION,• THENCE CON77NUING NORTHERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 180 DEGREES 26 MINUTES 14 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 746.59 FEET FOR THE POINT OF BEGINNING,• THENCE NOR7HWES7ERL Y ALONG A LINE WHICH FORMS AN ANGLE OF 94 DEGREES 29 MINUTES 17 SECONDS W17H SAID CENTERLINE, MEASURED CLOCKWISE 7HEREFROM, 140.00 FEET. THENCE SOUTHERLY ALONG A LINE WHICH FORMS AN ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS W/7H 771E LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM AND PARALLEL WITH SAID CENTERLINE, 100.00 FEET' THENCE EAS7ERLY ALONG A LINE WHICH FORMS AN ANGLE OF 94 DEGREES 29 MINUTES 17 SECONDS W/TH 7HE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 140.00 FEET TO SAID CEN7ERLNE,• THENCE NOR7HERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS WITH 7HE LAST DESCRIBED COURSE, 100.00 FEET TO THE POINT OF BEGINNING), IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS To Mid America, and Chicago 77tle Insurance Company. 71his Is to certify that this map or plat and the survey on which It is based were made In accordance with the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,"jointly established and adopted by ALTA and NSPS In 2005, and Includes Items 1, 2, 3, 4, 70, 8, 10, and Ila of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the date of this certification, undersigned further certifies that In my professional opinion, as a land surveyor registered in the State of Illinois, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Dated at Yorkville, 1111no/ as 0�,• POlZ6s'':.� .CRAIG LDUY _s 03359 Craig L. Duy, lP rJ511kWARK License Expirati : 11��QD80IS g� imimmm�nx�m ISI - Reports Page 1 of 1 Ell XYI(� 1 % Kendall � I WIt W, Property Report PROPERTY LOCATION Address: PIN:0229100001 Sale Amount:$0 IL. Full Bath: Sale Date:00/00/0000 Township:BRISTOL TWP-37N RNG-7E SEC-29 Improved Sq. Ft. Record Date:07/22/2005 School District: Census Tract/Block:0 Mtg Amount:$0 High School: Mgt Date:00/00/0000 Land Use:21 FARM LAND 20E Latitude: Longitude: PROPERTY OWNER &TAXPAYER Owner Name:COOPER LAND CO Taxpayer of Record:COOPER HOME FURNISHINGS Mailing Addr:112 W MAIN ST Address:112 W MAIN ST PLANO, IL. 60545 PLANO IL 60545 Land Area:26.5600 acres Land SgFt: Lot Frontage:0 Year Built: Lot Depth:0 LEGAL DESCRIPTION Plat: Blk: Lot: Unit: Qtr: Sct:29 Twp:37N Rng:7E Legal:SEC 29-37-7 26.56 ACS DOC 90-6606-PT NW LYG N OF US 34&W OF CANNONBALL TR(EX PT FOR RD AS IN 90-6606) TAXES &ASSESSMENTS 2004 Change 2003 Change 2002 Exemptions Farm Land:$1,863 $2,071 $2,071 Farm Bldg:$0 $0 $0 Land Value:$0 $0 $0 Bldg Value:$0 $0 $0 Tot Value:$1,863 ($208)(-10%) $2,071 $0 (0%) $2,071 Equalized: Taxes:$129 ($15)(-10%) $144 ($26)(-15%) $170 Taxes Paid: Tax Code: DEED&SALE INFORMATION Recent Sales(1)Type: DEED Previous Sale(2)Type: Document#:K0520914 Amount:$O Document#: Amount:$O Recorded:07/22/2005 Sale Date:00/00/0000 Recorded:00/00/0000 Sale Date:00/00/0000 Inst Type:WARRANTY DEED Inst Type: Grantee:COOPER LAND CO (1) OGrantees Grantee:() OGrantees 0 0 0 0 Grantor:COOPER HOMES FU (1) 1 Grantors Grantor:() OGrantors 0 0 Pers Prop:$0 Parcels:1 Pers Prop:$0 Parcels:0 Down Pay:$0 Seller Pts:$0 Down Pay:$0 Seller Pts:$0 MORTGAGES Document# Mtg Type Date Amount Lender Type Rate p Fri-Y Data is provided by third parties and is presumed reliable,but not warranted,guaranteed or verified. Q. ©2004-2006 by REIData Inc. All Rights Reserved Rights and Use Information Privacy Policy http://reidi.propertyinfo.conVISI/reports/rptB locks.aspx?State=IL&County=Kendall&CountylD=93&City... 4/18/2006 ISI - Reports Page 1 of 1 Kendall Property Report PROPERTY LOCATION Address: PIN:0229100001 Sale Amount:$0 IL. Full Bath: Sale Date:00/00/0000 Township:BRISTOL TWP-37N RNG-7E SEC-29 Improved Sq. Ft. Record Date:07/22/2005 School District: Census Tract/Block:0 Mtg Amount:$0 High School: Mgt Date:00/00/0000 Land Use:21 FARM LAND 20E Latitude: Longitude: PROPERTY OWNER &TAXPAYER Owner Name:COOPER LAND CO Taxpayer of Record:COOPER HOME FURNISHINGS Mailing Addr:112 W MAIN ST Address:112 W MAIN ST PLANO, IL.60545 PLANO IL 60545 Land Area:26.5600 acres Land SgFt: Lot Frontage:0 Year Built: Lot Depth:0 LEGAL DESCRIPTION Plat: Blk: Lot: Unit: Qtr: Sct:29 Twp:37N Rng:7E Legal:SEC 29-37-7 26.56 ACS DOC 90-6606-PT NW LYG N OF US 34&W OF CANNONBALL TR(EX PT FOR RD AS IN 90-6606) TAXES &ASSESSMENTS 2004 Change (%I 2003 Change (%I 2002 Exemptions Farm Land:$1,863 $2,071 $2,071 Farm Bldg:$0 $0 $0 Land Value:$0 $0 $0 Bldg Value:$0 $0 $0 Tot Value:$1,863 ($208)(-10%) $2,071 $0(0%) $2,071 Equalized: Taxes:$129 ($15)(-10%) $144 ($26)(-15%) $170 Taxes Paid: Tax Code: DEED &SALE INFORMATION Recent Sales(1)Type: DEED Previous Sale(2)Type: Document#:K0520914 Amount:$0 Document#: Amount:$0 Recorded:07/22/2005 Sale Date:00/00/0000 Recorded:00/00/0000 Sale Date:00/00/0000 Inst Type:WARRANTY DEED Inst Type: Grantee:COOPER LAND CO (1) OGrantees Grantee:() OGrantees 0 0 Grantor:COOPER HOMES FU (1) 1 Grantors Grantor:() OGrantors 0 0 Pers Prop:$0 Parcels:1 Pers Prop:$O Parcels:0 Down Pay:$0 Seller Pts:$0 Down Pay:$0 Seller Pts:$0 MORTGAGES Document# Mtg Type Date Amount Lender Type Rate Pi iExV,E 'TY Data is provided by third parties and is presumed reliable,but not warranted,guaranteed or verified. "" ©2004-2006 by REIData Inc. All Rights Reserved Rights and Use Information Privacy Policy http://reidi.propertyinfo.com/ISI/reports/rptB locks.aspx?State=IL&County=Kendall&CountyID=93&City... 4/18/2006 ISI - Reports Page 1 of 1 #I I * Kendall rvitfs Of 111ifloist - Property Report PROPERTY LOCATION Address: PIN:0220351002 Sale Amount:$0 IL. Full Bath: Sale Date:00/00/0000 Township:BRISTOL TWP-37N RNG-7E SEC-20 Improved Sq. Ft. Record Date:00/00/0000 School District: Census Tract/Block:0 Mtg Amount:$0 High School: Mgt Date:00/00/0000 Land Use:21 FARM LAND 20E Latitude: Longitude: PROPERTY OWNER &TAXPAYER Owner Name:COOPER HOME FURNISHINGS Taxpayer of Record:COOPER HOME FURNISHINGS Mailing Addr:112 W MAIN ST Address:112 W MAIN ST PLANO, IL. 60545-1431 PLANO IL 60545 Land Area:141.3600 acres Land SgFt: Lot Frontage:0 Year Built: Lot Depth:0 LEGAL DESCRIPTION Plat: Blk: Lot: Unit: Qtr: Sct:20 Twp:37N Rng:7E Legal:SEC 20-37-7 141.36 ACS TAXES &ASSESSMENTS 2004 Change (%1 2003 Change Mo 2002 Exemptions Farm Land:$0 $0 $0 Farm Bldg:$0 $0 $0 Land Value:$0 $0 $0 Bldg Value:$0 $0 $0 Tot Value:$0 $0 $0 Equalized: Taxes:$0 $0 $0 Taxes Paid: Tax Code: DEED &SALE INFORMATION Recent Sales(1)Type: Previous Sale(2)Type: Document#: Amount:$0 Document#: Amount:$0 Recorded:00/00/0000 Sale Date:00/00/0000 Recorded:00/00/0000 Sale Date:00/00/0000 Inst Type: Inst Type: Grantee:0 0 Grantees Grantee:() 0 Grantees 0 0 0 0 Grantor:0 0 Grantors Grantor:() 0 Grantors 0 0 0 0 Pers Prop:$0 Parcels:0 Pers Prop:$0 Parcels:0 Down Pay:$0 Seller Pts:$0 Down Pay:$0 Seller Pts:$0 MORTGAGES Document# Mtg Type Date Amount Lender Type Rate FkopeptTy Data is provided by third parties and is presumed reliable,but not warranted,guaranteed or verified. ©2004-2006 by REIData Inc. All Rights Reserved Rights and Use Information Privacy Policy http://reidi.propertyinfo.com/ISI/reports/rptBlocks.aspx?State=IL&County=Kendall&CountyID=93&City... 4/18/2006 JSI - Reports Page 1 of 1 . , Kendall of 11i ,W Property Report PROPERTY LOCATION Address: PIN:0219400003 Sale Amount:$0 IL. Full Bath: Sale Date:00/00/0000 Township:BRISTOL TWP-37N RNG-7E SEC-19 Improved Sq. Ft. Record Date:07/22/2005 School District: Census Tract/Block:0 Mtg Amount:$0 High School: Mgt Date:00/00/0000 Land Use:21 FARM LAND 20E Latitude: Longitude: PROPERTY OWNER &TAXPAYER Owner Name:COOPER LAND CO Taxpayer of Record:COOPER HOME FURNISHINGS Mailing Addr:112 W MAIN ST Address:112 W MAIN ST PLANO, IL. 60545 PLANO IL 60545 Land Area:26.5800 acres Land SgFt: Lot Frontage:0 Year Built: Lot Depth:0 LEGAL DESCRIPTION Plat: Blk: Lot: Unit: Qtr: Sct:19 Twp:37N Rng:7E Legal:SEC 19-37-7 26.58 ACS TAXES &ASSESSMENTS 2004 Change (%) 2003 Change (%) 2002 Exemptions Farm Land:$7,199 $7,999 $7,-999 Farm Bldg:$0 $0 $0 Land Value:$0 $0 $0 Bldg Value:$0 $0 $0 Tot Value:$7,199 ($800)(-10%) $7,999 $0 (0%) $7,999 Equalized: Taxes:$608 ($59)(-9%) $667 ($47)(-7%) $714 Taxes Paid: Tax Code: DEED &SALE INFORMATION Recent Sales(1)Type: DEED Previous Sale(2)Type: Document#:K0520914 Amount:$0 Document#: Amount:$0 Recorded:07/22/2005 Sale Date:00/00/0000 Recorded:00/00/0000 Sale Date:00/00/0000 Inst Type:WARRANTY DEED Inst Type: Grantee:COOPER LAND CO (1) OGrantees Grantee:() OGrantees Grantor:(COOPER HOMES FU (1) 1 Grantors Grantor:() () 0 0 Grantors Pers Prop:$0 Parcels:1 Pers Prop:$0 Parcels:0 Down Pay:$0 Seller Pts:$0 Down Pay:$0 Seller Pts:$0 MORTGAGES Document# Mto Type Date Amount Lender Type Rate Ft "Y � Data is provided by third parties and is presumed reliable,but not warranted,guaranteed or verified. F� ©2004-2006 by REIData Inc. All Rights Reserved Rights and Use Information Privacy Policy I NFy http://reidi.propertyinfo.com/ISI/reports/rptBlocks.aspx?State=IL&County=Kendall&CountyID=93&City... 4/18/2006 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# awkt-1jA A APPLICATION & PETITION Please Check One: Preliminary Plan 9� Final Plat Development Name: ` �f I�C� Date of Submission: 1. Name of Petitioner(s): Ca M r\6t-(I tLIC. C e je'.' t a-'s Address: to'i Ne41-' {�z'Lrle'— Glve'M.'� Phone Number: . (��z S 3 c�j Fax Number: —7'7"-2> • 2 5. 00 S Y 2. a). Street address and physical location of subject property:r b). Legal description of property; attach as Exhibit"A". c). Total Acreage: tq3 <,e-rt? 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: �•;rv� �� r- — t L'.C c"f l_.cti- �1 �- 1-e- � � r�C..,.. r✓; �*+�c��c'S ,/l1,>`1 IVC I AnAle.� AtieMye L`C.,0 (r.C►(.3 y � 71)2, t�ci7.G,-�/9 7'73.1,25 , 0 5(— Attorney: Name: e r e - l Vic VK :1 6-- Address: ZZCy /L Phone Number: (v 0. 553.56 2 Z Fax Number: Engineer: Name: 1N Address: y OCR "PC; MP 7o,- IL &0050 Phone Number: 6,31). 953 :75te,a Fax Number: 6'30.55.3 (o 7( y Land Planner: Name:To a l�keJw ro(4pr , 550c , 71c�S • � ' Address: Z � 7ReA en �'c'�. { ��K wct y � I � 64 -303 y�o Phone Number: -7•7C,. 50•-777y Fax Number: l`?D &SZ) X70 Page I of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: A2 r i L7 v6 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 �f� day of_�� 200 , MOwl11 = a HIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 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 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 recomjnegdc tigns on any. Park Sites included in the development. The Park Board Planning ;1kleetiYig'is;tl�is. ourth M6nday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydv,1uhc-St-rpet.:: 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 f 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 0 0. Date JZ:�=�qr nature of Peer 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 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. 4. 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 TELEPHONE LINE T— i2s GAS LINE 7REELINE TREE FENCE .— F-1 TRAFFIC SIGNAL VAULT L�y THAT PART OF THE SOUTH EAST 114 OF SEC77ON 19, PART OF THE SOUTH f12 OF SECTION 20 AND PART OF D4 THE NORTH WEST 114 OF SEC77ON 29, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH EAST CORNER OF SAID SOUTH EAST 114 SECTION 19; ]HENCE NORTH ALONG THE EAST LINE OF SAID SOUTH EAST 114 310.20 FEET- THENCE WESTERLY PERPENDICULAR TO SAID EAST LINE 198.0 FEET FOR THE POINT OF BEGINNING; THENCE EASTERLY ALONG THE LAST DESCRIBED COURSE 198.0 FEET' THENCE SOUTH ALONG SAID EAST LINE 310.20 FEET TO SAID SOUTH EAST CORNER,• THENCE SOUTH ALONG THE WEST LINE OF SAID NORTH WEST 114 OF SEC770N 29, 429.15 FEET 70 THE CENTER LINE OF U.S ROUTE NO. 34; ]HENCE EASTERLY ALONG SAID CENTER LINE, WHICH FORMS AN ANGLE OF 95 DEGREES 41 MINUTES, 25 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 2059.30 FEET TO THE CENTER LINE EXTENDED SOUTHERLY OF CUT—OFF ROAD,• THENCE NORTHERLY ALONG SAID CUT—OFF ROAD CENTER LINE EXTENDED AND SAID CENTER LINE WHICH FORMS AN ANGLE OF 106 DEGREES, 47 MINUTES; 23 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 1816.44 FEET TO THE NORTH WEST CORNER OF OAK KNOLLS SUBDIVISION,• THENCE NORTHERLY ALONG SAID CUT—OFF ROAD CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES, 26 MINUTES, 14 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 746.59 FEET, THENCE NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 86 DEGREES, 39 MINUTES, 00 SECONDS WITH THE CENTER LINE OF CUT—OFF ROAD GOING NORTHERLY FROM THE LAST DESCRIBED POINT. MEASURED COUNTER CLOCKWISE THEREFROM, 441.97 FEET; THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 33 DEGREES, 20 MINUTE. 00 SECONDS WITH THE PROLONGA770N OF THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 65-90 FEET; THENCE NORTHERLY ALONG A LINE WHICH FORMS AN ANGLE OF 38 DEGREES, 44 MINUTES, 00 SECONDS WITH THE PROLONGA77ON OF THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 138:82 FEET,• THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 271 DEGREES, 25 MINUTES, 4 SECONDS 149TH THE LAST DESCRIBED COURSE, MEASURED COUNTER CLOCKWISE THEREFROM, 2658.89 FEET TO A POINT ON THE EAST LINE OF SAID SOUTH EAST 114 OF SEC7ION 12 WHICH IS 147.18 FEET SOUTH OF THE NORTH EAST CORNER OF SAID SOUTH EAST 114 ; THENCE WES7ERLY ALONG THE PROLONGA770M OF THE LAST DESCRIBED COURSE 580.80 FEET,• THENCE WESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 176 DEGREES, 11 MINUTES 47 SECONDS WITH THE LAST DESCRIBED COURSE MEASURED COUNTER CLOCKWSE THEREFROM, 258.97 FEET TO A POINT ON THE NORTH LINE OF SAID SOUTHEAST 114 WHICH IS 1826.22 FEET EASTERLY OF THE CENTER OF SAID SEC770N 19; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 62 DEGREES, 59 MINUTES, 10 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 2411.25 FEET TO THE POINT OF BEGINNING, (EXCEPT RINCIPAL MERIDIAN T DESCRIBED AS FOLLOWSS4 OF COMMENCING AT THE SINITERSECTION OF THE ECENTERLINE OF U.S. ROUTE'NO. 34 AND THE CENTERLINE OF CANNONBALL TRAIL THENCE NORTH 21 DEGREES, 49 MINUTES, 35 SECONDS EAST ALONG THE CENTERLINE OF CANNONBALL TRAIL, 555.0 FEET FOR THE POINT OF BEGINNING, THENCE NORTH 68 DEGREES, 10 MINUTES, 25 SECONDS WEST, 48.0 FEET, THENCE SOUTH 21 DEGREES, 49 MINUTE,% 35 SECONDS WEST, PARALLEL TO SAID CENTERLINE OF CANNONBALL TRAIL, 470.0 FEET. THENCE SOUTH 57 DEGREES, 49 MINUTE'S, 35 SECONDS WEST, 74.81 FEET TO THE NORTHERLY RIGHT OF WAY OF SAID U.S ROUTE NO. 34, THENCE EASTERLY ALONG SAID NORTHERLY LINE, 96.06 FEET TO THE CEN7ERLINE OF CANNONBALL TRAIL; THENCE NORTH 21 DEGREES 49 MINU7ES� 35 SECONDS EAST, ALONG SAID CENTERLINE, 502.78 FEET TO THE POINT OF BEGINNING, AND EXCEPT THAT PART OF THE SOUTH HALF OF SEC770N 20, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SEC770N 19, TOWNSHIP AND RANGE AFORESAID; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST OUAR7ER OF SEC770N 29, TOWNSHIP AND RANGE AFORESAID, 429.15 FEET TO THE CENTERLINE OF U.S ROUTE NO. 34; THENCE EASTERLY ALONG SAID CEN7ERLINE, WHICH FORMS AN ANGLE OF 95 DEGREES 41 MINUTES 25 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 2059.30 FEET TO THE CENTERLINE EXTENDED SOUTHERLY OF CANNONBALL TRAIL; THENCE NORTHERLY ALONG THE CEN7ERLINE OF SAID CANNONBALL TRAIL, WHICH FORMS AN ANGLE OF 106 DEGREES 47 MINUTES 23 SECONDS WITH THE LAST DESCRIBED COURSE MEASURED CLOCKWWSE THEREFROM, 1816.44 FEET TO THE NORTHWEST CORNER OF OAK KNOLLS SUBDIVISION; THENCE CON77NUING NORTHERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 180 DEGREES 26 MINUTES 14 SECONDS W97H THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 746.59 FEET FOR THE POINT OF BEGINNING,• THENCE NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 94 DEGREES 29 MINUTES 17 SECONDS WITH SAID CENTERLINE, MEASURED CLOCKWISE THEREFROM, 140.00 FEET' THENCE SOUTHERLY ALONG A LINE WHICH FORMS AN ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS W9774 THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM AND PARALLEL WITH SAID CENTERLINE, 100.00 FEET THENCE EASTERLY ALONG A LINE OHICH FORMS AN ANGLE OF 94 DEGREES 29 MINUTES 17 SECONDS W/7H THE LAST DESCRIBED COURSE MEASURED CLOCKWISE THEREFROM, 140.00 FEET TO SAID CENTERLINE; THENCE NORTHERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS WITH THE LAST DESCRIBED COURSE 100.00 FEET TO THE POINT OF BEGINNING), IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS To Mid America, and Chicago Title Insurance Company. This is to certify that this map or plot and the survey on which It is based were mode In accordance with the Minimum Standard Detail Requirements for ALTA/ACSM Land Title Surveys,'jointly established and adopted by ALTA and NSPS in 2005, and includes Items 1, 2 ,% 4, 7a, 8, 10, and Ila of Table A thereof. Pursuant to the Accuracy Standards as adopted by ALTA and NSPS and in effect on the dote of this certification, undersigned further certifies that in my professional opinion, as a land surveyor registered in the State of Alinois, the Relative Positional Accuracy of this survey does not exceed that which is specified therein. Dated at Yo ville, lllinoi J CRAIG L DUY'�=z _ 35003359 r� Craig L. Duy, lP e335y{rARK License Expirati 11� zLPQ6015: ��JFOF �nimmimm�mam��� r 52 Wheeler Road•Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eelwob.com Engineering Enterprises, Inc. June 16, 2006 Mr.Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Kendall Marketplace Preliminary Plat and Preliminary Engineering Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following submitted materials for the referenced commercial development. • Preliminary Stormwater Management Report for Kendall Marketplace prepared by Smith Engineering Consultants, Inc. dated May 26, 2006. • Preliminary Plan prepared by Smith Engineering Consultants, Inc. consisting of ten (10) sheets dated May 26, 2006. • "Geotechnical Investigation Report — Proposed Retail Development 194 Acre Parcel Northwest Corner of Route 34 and Cannonball Trail Yorkville Illinois" prepared by Pioneer Engineering & Environmental Services, Inc. dated December 13, 2005. Consulting Engineers Specializing in Civil Engineering and Land Surveying • "Phase 1 Environmental Site Assessment—Approximate 194-Acre Vacant Parcel Northwest Comer of Route 34 & Cannonball Trail - Yorkville, Illinois" prepared by Pioneer Engineering & Environmental Services, Inc. dated December 7, 2005. • Jurisdictional Determination letter from the Army Corps of Engineers dated May 18, 2006 stating "site contains wetlands NOT regulated" • "Wetland Determination Utilizing Natural Resources Conservation Service Procedures — 195-Acre Cannonball Trail Property — Kendall County, Illinois" prepared by Christopher B. Burke, Ltd. dated April 2006. • "Wetland Assessment of the 195-Acre Cannonball Trail Property near Yorkville in Kendall County, Illinois" prepared by Christopher B. Burke, Ltd. dated April 14, 2006. • Traffic Impact & Assessment Study for Kendall Marketplace prepared by Kenig, Lindgren, O'Hara, Aboona, Inc., dated May 11, 2006 • A preliminary Plat of Kendall Marketplace prepared by Smith Engineering Consultants, Inc. consisting of eight (8) sheets dated May 26, 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 should be provided 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. GAPub1iclYorkvi11e120051Y00532 Cooper Property(Cannonball-Rte34)10ocsUwywrotPrelimPlan0l.doc 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 proposed improvements along Rt. 34. We recommend that items a, b, g, and h are received prior to Preliminary Plan approval. Items c, d, a and f will be required prior to the start of construction activities. 3. Any Wetland Delineation Report review comments by the City Wetland consultant should be addressed by the engineer prior to preliminary plan approval. 4. An Existing Field Tile survey should be provided for review. Any existing field tiles that drain hydraulically upstream areas should be conveyed by a bypass storm sewer and reconnected to the downstream side of the pipe on the other side of the site. GENERAL 5. Each sheet should contain a notation giving the total number of sheets in the document and should show the relation of that sheet to other sheets (i.e. Sheet—of 10). 6. All easements and setbacks should be shown on the final engineering plans to ensure that the overland flow routes, major drainage ways, and all utilities are constructed within easements and not within setback lines. 7. All utility companies should review the easements to confirm their utilities will lie within the easements. The developer should provide proof of their review prior to final engineering approval. 8. The Bristol-Kendall Fire Protection District should review and comment on the adequacy of the proposed parking lot layout for emergency vehicle access prior to final engineering approval. TYPICAL CROSS-SECTIONS 9. Separate symbols should be used for storm catch basin structures and inlet structures. The Symbol Legend should be revised accordingly. (SHEET 2) G:1PubIiclYorkvilleM051YO0532 Cooper Property(Cannonball-Rte34')\DocsllwywrotPrelimPlan0l.doc 10.The callout specifying geotextile fabric in the typical street cross-sections should be revised to state that the geotextile should have a full 18-inch overlap. (SHEET 2) 11.B-boxes and gas mains should be shown (where applicable) in the typical street cross-sections in accordance with the Standard Specifications for Improvement (Figure 4). The engineer should revise the cross-sections accordingly. (SHEET 2) 12.On sheet S-5 of the Standard Specifications for Improvement, the aggregate base for sidewalks is specified as CA-7. The engineer should revise callout No.1 in the typical street cross-sections accordingly. (SHEET 2) 13. The engineer should revise the surface course to Superpave, Mix C, N50 in the typical street and pavement cross-sections. (SHEET 2) 14.The engineer should revise the binder course to Superpave, IL-19.0, N50 in the typical street and pavement cross-sections. (SHEET 2) 15.During final engineering, geometric information should be shown on separate sheets (horizontal curve information, curb radius, etc.). The engineer should verify that the City requirements listed in Figure 2 in the Standard Specifications for Improvement have been met. GEOMETRICS & UTILITY PLANS LIGHTING 16.A photometric plan will be required at the time of Final Engineering. A detailed review of the lighting will be completed at that time. WATER 17. Water main routing, looping and extensions for future use are adequate as presented except as discussed below. Detailed review of fire hydrant and valve locations will be accomplished at Final Engineering. 18. We will input the proposed water distribution system into the City's model and provide the design engineer with the required water main sizes prior to Final Engineering. SANITARY 19.The proposed preliminary sanitary sewer layout does not provide a service connection for Lot 50. The location of the sanitary manhole across from Lot GAPublictYorkvi11e120051YO0532 Cooper Property(Cannonball-Rte34)1Docs1lwywrotPrelimP1an01.doc 49 should be revised to provide a connection for the service to Lot 50. (SHEET 5) 20.The internal preliminary sanitary sewer layout appears adequate as presented and provides service to all proposed lots except for the previous comment. Any review comments by the Yorkville-Bristol Sanitary District should be addressed prior to preliminary plan approval. STORM 21.The roadway structure design should be revised to show an inlet and a catch basin at each roadway low spot (inlet on upstream side), in lieu of two catch basins as currently shown. 22.A catch basin should be added prior to entering a storm "trunk" sewer in the development or before outletting to a detention pond in order to collect as much debris as possible prior to outletting. 23. An agricultural field tile survey should be performed and the results submitted for review. PARKING 24.Landscaped islands (10 foot wide and 190 S.F. minimum) are required every 20 parking stalls per 3a in Section 2 of the Landscape Ordinance. The preliminary parking lot layout has a significant number of locations that do not meet this requirement. 25.Section 10-11-6 of the City Code lists the loading berth requirements for different commercial uses. The engineer should designate the loading berth areas on the geometric plans to demonstrate that this requirement is met. 26.We recommend that the engineer demonstrate the accessibility of the loading berth areas by a typical semi-trailer (WB-20 design vehicle). At final engineering, we suggest that the engineer provide Autoturn Plots or an exhibit with the WB-20 design vehicle turn radius delineated at each of the necessary turns to access the loading areas. GRADING & EROSION CONTROL PLANS 27.The detention basins should have undulating shorelines. 28.At final engineering, all easements should be shown on the grading plan to ensure the overland flow route will be contained within an easement. GAPublic\Yorkville\2005\Y00532 Cooper Property(Cannonball-Rte34)\Docs\lwywrotPrelimPlan0l.doc STORMWATER MANAGEMENT: 29.Safe overflow spillway routes from each basin to discharge overland to offsite should be demonstrated. Road ponding depth and velocity should remain within safe levels. 30.Proposed conditions should not reroute stormwater runoff to a different watershed. Existing catchment E9 consists of 55.57-Acres that are tributary to the Rob Roy Creek watershed and the preliminary plan has the entire site tributary to the Blackberry Creek watershed. The engineer should address this prior to preliminary plan approval. 31.The Final Stormwater Report should contain the Soils Map referenced in Exhibit 2 of the Preliminary Stormwater Report. It should contain a legend that lists the corresponding soil names for each soil number. 32.There are several existing depressional areas that are proposed to be filled by both residential lots and detention basins. The stormwater model should demonstrate that depressional compensatory storage volume is achieved in addition to the required detention volume. It should show which basins are providing compensatory storage. A model should be run to determine what the HWL at the allowable release would be for the required detention. A second model should be run with the release rate adjusted to achieve the additional compensatory volume. 33.The site should be delineated on the appropriate FIRM panel, which is panel 170341 0020 C and included in the Final Stormwater Report. 34.In addition to the FIRM Panel information, the SCS completed the Floodplain Management Study of Blackberry Creek in June of 1989; this study has been adopted by the City and is the best available data for the project area. The 500-yr BFE ranges from 606.5 to 611.1. It appears that no part of the site is located below the BFE but the appropriate information from the SCS report should be included in the Final Stormwater Report. 35.There should be hydrologic models that demonstrate that the multiple proposed detention basins provide adequate storage for detention for their respective tributary area and any compensatory volumes. The existing drainage divides should be maintained and the release rates should be met for all release locations separately. 36.The maximum value calculated using various storm durations should be used. We recommend analyzing the following durations for a critical duration analysis: 1, 2, 3, 6, 12, 18, 24 and 48-hr. 37.The 2-yr (0.04 cfs/acre) and the 25-yr (0.08 cfs/acre) release rates should be met in GAPub1ic\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\lwywrotPrelimPlan0l.doc addition to the 100-yr release rate of 0.15 cfs/acre. The discharge that is tributary to Blackberry Creek must meet the 100-yr release rate of 0.10 cfs/acre. 38.The critical duration analysis of the 100-year storm event should demonstrate that it is contained within 4 feet of bounce. 39.Prior to final engineering approval, there should be emergency overland flow route calculations that demonstrate that the top of foundation and lowest opening of adjacent buildings is at least 1.5 feet above the water surface elevation created by the 100-year storm event including off-site tributary areas. The cross-sections should be located on the plans or on an exhibit included in the final stormwater report. 40.The design of the detention facilities should comply with the City's Park Development Standards. 41.There should be a 50 foot wide buffer between the detention basin HWL and the property line when there is an adjacent trail and a 30 foot wide buffer when there is no trail. 42.Safe final discharge locations for each detention facility should be demonstrated along with proper long-term erosion control measures. 43.The engineer should include an exhibit that demonstrates the flow routes used for the Tc calculations to clarify how the values were obtained that were used in the sheet flow and shallow concentrated flow portions of the worksheets. 44.Prior to final engineering approval, the detention basin emergency overflow spillways should be appropriately sized along with supporting calculations. We recommend that a release rate of 1.0 cfs per total tributary acre is maintained at a 6-inch depth of flow over the spillway elevation. 45.Details of the how the proposed conditions will satisfy the allowable release requirements should be provided. A direct outlet pipe to the Fox River had been discussed in previous meetings. The engineer should clarify the method and location of the restricted release from the site prior to preliminary plan approval. 46.The Preliminary Soils Report should be expanded slightly to offer an opinion regarding the proposed open water retention basins and their ability to hold water with or without linings. The report should also address the potential impact of these basins and the associated soils with regard to adjacent excavations. GAPublic\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\lwywrotPrelimPlan0l.doc PRELIMINARY PLAT 47."Illinois Route 34" should be labeled "U.S. Route 34". 48.The names and addresses of the owner and subdivider should be included on the plat, 49.Unsubdivided properties adjoining on the west and north should be labeled with zoning and owner's names. 50.The existing lots and easements adjoining the north boundary line should be shown. 51.Note 5 incorrectly states that all of the single family lots are to be owned by an association. 52.Transitional yards where the zoning changes to residential should have a 30- foot side and rear setback line. 53.The right-of-way widths should be shown for High Ridge Lane. 54.Roadway easements are shown on the lots surrounding lot 1 and provide only one half of the total easement width. Lot 1 should have corresponding easements provided. 55.Building setback lines should be shown for lots 1, 54, 55, 20 and 22. A 20- foot side yard setback and 30-foot setback along all streets should be provided. 56.Building setback lines should also be shown for lots 51, 52 and 23. ZONING PLAT 57.The proposed R-2 zoning parcel is in the SW quarter, not the south half, of section 20, and it is not in the NW quarter of section 29. Therefore revisions should be made to the first two lines of the legal description. 58.Bearings shown on curves should be labeled as chord bearings. 59.Center lines and right-of-way lines called for in the legal descriptions should be labeled on the drawing. 60.Right-of-way widths should be shown. 61.Parcel index numbers shown on the drawing should be preceded by the abbreviation P.I.N. G:\Public\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\lwywrotPrelimPlan01.doc 62.All of the calls in the legal description should be labeled on the drawing. 63.Text size should be a minimum of 0.08". 64.The Surveyor's certificate should state that the description of the property proposed to be rezoned is a complete, true and correct description thereof. TRAFFIC IMPACT AND ACCESS 65.The current site plan indicates that there are 27 single family units and 160 townhouses. Revise as needed. 66.Existing traffic counts indicate that Saturday midday traffic volumes on US 34 are higher than the PM peak volumes. A Saturday analysis should be provided. Typically, traffic studies prepared for retail development include Saturday analyses. 67.The trip generation for the site includes reductions in new site trips due to internal trips and pass-by trips. A 25% reduction in new trips was used for pass-by trips. ITE indicates that the pass-by percentage is slightly less than 20% for this size development. It was assumed that the internal trip reduction is the interaction between the retail portion and residential portion of the site. It is our opinion that the internal capture should be a percentage of the residential trips not the retail trips. 68.The study did not indicate how the square footage was calculated for the 26+ acres of outlots. 69.We generally concur with the roadway improvements proposed based on the methodology and trip generation contained in the study. There are a number of individual movements that fail (LOS E or LOS F) in the 2016 scenario. Two key movements are the eastbound left at the US 34/Cannonball Trail intersection and the westbound left at the US 34/Beecher Road intersection. The westbound left at Beecher Road is in excess of 500 vehicles, which is well above the threshold for dual left turn lanes. The eastbound left at Cannonball Trail approaches 300 vehicles per hour; however this movement was not adjusted for ambient growth. This movement may also require dual left turn lanes in the future. Consideration should be given to providing a 30' median between Cannonball Trail and Beecher Road to facilitate the construction of the dual turn lanes in the future. Conclusion GAPub1ic\Yorkvi11e\2005\Y00532 Cooper Property(Cannonball-Rte34)1Docs\lwywrotPrelimPlan0l.doc Our review of this Preliminary Plan will continue as the above comments are addressed by the developer and the design engineer and additional information is submitted as requested. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager &VO 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 Mr. Pete Huinker, P.E., SEC Mr. James J. Snyder, Harlem Irving Companies JWF,/JTW - EEI GAPubIic\Yorkvi11e120051Y00532 Cooper Property(Cannonball-Rte34)1Docs1lwywrotPrelimPlan0l.doc United City of Yorkville Memo t 800 Game Farm Road �sr _1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 . � p Fax: 630-553-3436 <LE ��'�• Date: June 16, 2006 To: Lynsey Johnson(for distribution to Petitioner and Plan Council) From: Travis Miller, Community Development Director CC: John Crois, City Administrator Bart Olson, Assistant City Administrator Joe Wywrot,City Engineer John Whitehouse, EEI Subject: Kendall Marketplace Concept Plan—Plan Council Comments Upon review of the Kendall Marketplace PUD submittal I have prepared the following comments: General Comments The property is currently zoned A-1. Based on the mix of land uses proposed for this property,the PUD zoning classification would be appropriate, once it is determined the proposed uses generally comply with the Comprehensive Plan recommendations for the area. Comprehensive Plan Recommendations for Property The uses proposed substantially comply with the recommendations of the Comprehensive Plan. The Comprehensive Plan Land Use Plan for the area recommends an approximately 1,320 (1/4 mile)wide Commercial corridor along Route 34 and the remaining portion to the north Suburban Neighborhood(gross density 1.5-2.25 units per acre)with a small Park/Open Space near the center of the property. The Comprehensive Plan also recommends Beecher Road to cross the western portion of this property as depicted by the plans submitted. Concept Plan Comments 1. The PUD Ordinance requires the submittal of a Concept Plan to determine the permitted land use and densities of the PUD zoning district to be established for the property. The Schematic Design dated May 18, 2006 includes much of the information required for a concept plan except for the following: a. Total acreage and percent of the site devoted to each land use identified. b. Maximum number of residential units for both single and multi family units c. Gross and net densities for the residential uses d. Wetlands, floodplain and floodways obtained from published data. e. Existing contour lines with a minimum of five foot(5') intervals obtained from published data. Recommend including the information above to the `schematic design' and submitting as `PUD Concept Plan' 2. Provide an aerial photograph exhibit of the property taken within the last two(2) years. The aerial photograph exhibit shall not be less than one inch equals four hundred(1"=400) scale and shall include the following: a. Name of proposed development. b. Outline of property boundaries. c. Adjacent area within one-fourth(1/4)mile of property. 3. Revise the zoning plat to state"PUD"zoning classification not B-3 and R-2 4. Provide a written explanation of the general character of the proposed planned unit development that shall include the following: a. a description of all land uses to be included in such district(including open space)with percentages of each use; b. projected densities for each residential use; c. a description of the development standards and design criteria applicable to the proposed planned unit development; d. an outline describing why the property should be developed as a planned unit development; e. Identification of the conventional zoning classification allowing the uses for each land use type included(B-3 and R-2, and R-3); f, a list of requested exceptions to applicable city ordinances and codes(if any). Preliminary Plan Comments 1.Provide the following site data as part of the Preliminary Plan submittal: a. Total acreage, and acreage and percentage of each proposed land use. b. Number of residential lots. c. Total floor area(nonresidential). d. Gross and net residential density. e. Minimum,maximum and average lot sizes. f. Percent of lot coverage for all uses except detached single-family. g. Identify the conventional zoning classification used to define each land use. h. Existing zoning of adjacent property. i. School district boundaries. j. Property line dimensions. k. Front,rear, side yard and corner side yard setbacks. 1. Off street parking and loading areas, including number and dimensions of parking spaces, drive aisles and loading zones. m. Pedestrian and/or bicycle circulation systems. n. Existing contour lines with a minimum one foot(1') interval. 2. Provide a Photometric Plan (for nonresidential area only). The photometric plan shall be superimposed on the site plan, and shall: a. Identify the location and heights of all light standards. b. Identify foot-candle intensities on the site of the planned unit development, and ten feet(10')beyond proposed property lines. c. Include specifications for proposed lighting, including wattage, method of illumination, and color of light standards and luminaries. 3. Provide preliminary architectural drawings for all buildings including: a.Typical elevations(front, rear and side) for proposed residential and nonresidential buildings,which identify materials and color styling proposed for all elements of the building. b.Proposed building heights. S /r o United City of Yorkville Memo 800 Game Farm Road ,m Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 CLE �yv Date: June 16,2006 To: Lynsey Johnson(for distribution to Petitioner and Plan Council) From: Travis Miller, Community Development Director CC: John Crois, City Administrator Bart Olson, Assistant City Administrator Joe Wywrot, City Engineer John Whitehouse, EEI Subject: Kendall Marketplace Concept Plan—Plan Council Comments Upon review of the Kendall Marketplace PUD submittal I have prepared the following comments: General Comments The property is currently zoned A-1. Based on the mix of land uses proposed for this property,the PUD zoning classification would be appropriate, once it is determined the proposed uses generally comply with the Comprehensive Plan recommendations for the area. Comprehensive Plan Recommendations for Property The uses proposed substantially comply with the recommendations of the Comprehensive Plan. The Comprehensive Plan Land Use Plan for the area recommends an approximately 1,320 (1/4 mile)wide Commercial corridor along Route 34 and the remaining portion to the north Suburban Neighborhood(gross density 1.5-2.25 units per acre)with a small Park/Open Space near the center of the property. The Comprehensive Plan also recommends Beecher Road to cross the western portion of this property as depicted by the plans submitted. t Concept Plan Comments 1. The PUD Ordinance requires the submittal of a Concept Plan to determine the permitted land use and densities of the PUD zoning district to be established for the property. The Schematic Design dated May 18,2006 includes much of the information required for a concept plan except for the following: a. Total acreage and percent of the site devoted to each land use identified. b. Maximum number of residential units for both single and multi family units c. Gross and net densities for the residential uses d. Wetlands, floodplain and floodways obtained from published data. e. Existing contour lines with a minimum of five foot(5') intervals obtained from published data. Recommend including the information above to the`schematic design' and submitting as `PUD Concept Plan' 2. Provide an aerial photograph exhibit of the property taken within the last two(2) years. The aerial photograph exhibit shall not be less than one inch equals four hundred(1"=400) scale and shall include the following: a. Name of proposed development. b. Outline of property boundaries. c. Adjacent area within one-fourth (1/4)mile of property. 3. Revise the zoning plat to state"PUD"zoning classification not B-3 and R-2 4. Provide a written explanation of the general character of the proposed planned unit development that shall include the following: a. a description of all land uses to be included in such district(including open space)with percentages of each use; b. projected densities for each residential use; c. a description of the development standards and design criteria applicable to the proposed planned unit development; d. an outline describing why the property should be developed as a planned unit development; e. Identification of the conventional zoning classification allowing the uses for each land use type included(B-3 and R-2, and R-3); f. a list of requested exceptions to applicable city ordinances and codes(if any). Preliminary Plan Comments 1.Provide the following site data as part of the Preliminary Plan submittal: a. Total acreage, and acreage and percentage of each proposed land use. b. Number of residential lots. c. Total floor area(nonresidential). d. Gross and net residential density. e. Minimum,maximum and average lot sizes. f. Percent of lot coverage for all uses except detached single-family. g. Identify the conventional zoning classification used to define each land use. h. Existing zoning of adjacent property. i. School district boundaries. j. Property line dimensions. k. Front,rear, side yard and corner side yard setbacks. 1. Off street parking and loading areas, including number and dimensions of parking spaces, drive aisles and loading zones. m. Pedestrian and/or bicycle circulation systems. n. Existing contour lines with a minimum one foot(1') interval. 2. Provide a Photometric Plan(for nonresidential area only). The photometric plan shall be superimposed on the site plan, and shall: a. Identify the location and heights of all light standards. b. Identify foot-candle intensities on the site of the planned unit development, and ten feet(10')beyond proposed property lines. c. Include specifications for proposed lighting, including wattage, method of illumination, and color of light standards and luminaries. 3. Provide preliminary architectural drawings for all buildings including: a. Typical elevations(front, rear and side) for proposed residential and nonresidential buildings,which identify materials and color styling proposed for all elements of the building. b.Proposed building heights. United City of Yorkville Memo 800 Game Farm Road ism Yorkville, Illinois 60560 Telephone: 630-553-8545 d Fax: 630-553-3436 Date: June 15, 2006 To: Lynsey Johnson From: Laura Haake CC: Travis Miller, Joe Wywrot,Anna Kurtzman, Dave Mogle Subject: Kendall Marketplace Preliminary Landscape Plan Review After reviewing the Preliminary Landscape Plan for Kendall Marketplace dated May 26, 2006 prepared by SEC Planning Consultants, I have prepared the following comments: Preliminary Landscape Plan General Comments: 1. Adjacent property must be labeled with current zoning. 2. All trees in the parkway must be a minimum of 20 feet from street lights, fire hydrants,manholes, etc. Tree locations should be corrected to reflect this requirement. 3. Indicate tree species in the location they are to be planted and provide total number of each species.No one species can total over 33%of the total number of trees planted on the site. 4. On Sheet LD2 under Part 1, Section 1.1 E. "All plants shall be nursery grown under climactic conditions similar to those in the locality of the project for a minimum of 2 years" is not acceptable under the landscape ordinance.All nursery stock must be grown in Central or Northern Illinois nurseries. Section 3,#2. Landscaping/Stormwater Management: 5. The proximity of Outlot 14 next to single family residential requires that the Outlot have a 30 foot bufferyard bordering the residential area with a berm or architectural wall three feet in height with 2 shade, 5 evergreen and 3 ornamental trees per 100 lineal feet. 6. The waterfall feature in plan view shows a combination of planted areas and boulders as the edge treatment. In the section view,boulders are shown as edge treatment. Show location of plant material or boulders on plan view.Provide a plant list, along with maintenance and management specifications. 7. Any Stormwater Management(S.W.M.) basin should be labeled as a detention or retention basin. If the S.W.M. is to be a retention basin,the normal water level (N.W.L.) and high water level (H.W.L.) should be labeled. Indicate edge treatments with native seed mixes and erosion control blanket and show in the details and specifications. 8. Remove the S.W.M.basin from future park property.The existing park site, Cannonball Park,will determine the length of future park property. The width of the site will be determined by the Parks Department.Enough space must be provided to show the elements that are conceptualized on the attached drawing. Parking lots: 9. Parking lots show ornamental trees in the end island beds.Due to the requirement that all trees shall be pruned up to a height of 6' (six feet) for visibility, ornamental trees do not fit this standard. Replace all ornamental trees in end island beds with shade trees.The landscape ordinance states that no shrubs can have a height of greater than 30"above the pavement and species selected for these islands should reflect this requirement. See Section 2, 3.a.1,Visibility. 10.Provide a total count of parking spaces for each lot.This will determine the final number of parking lot trees required. 11. Due to the proximity of parking spaces near the retention pond at the main entrance water feature, a safety barrier(i.e. fencing, car stops, landscaping, etc.) should be shown on the plans between the parking spots directly adjacent to the water. CANNONBALL RIDGE PARK Yorkville, Illinois 5'Public Sidewalk Picnic Pavilion On Street Parking l 1-3"Caliper oak,Hickory, Z Hard Maple Trees&No Mow Z Grasses Below Q Circular Basketball U OU i WESTERN LANE ._ .rdsa.,:-y.._._ w/Planting Bed Civil War Field $ —• Opposing Cannons,berms,split rail fence,flag pole,no mow grasses �,:�__ �✓ � and native trees { 2-5 Structure,5-12 Structure 30•DEDICATED 11'K Soccer/Football Field Benches,Swings TRAIL EXTE _ 225'x 360' Landscape Hillock PLANNED TRAILS On Street Parking EXTENSION ` PLANNED FUTU LL Parkwa Trees ----I NT r IMPRO MES- .•.•// _ l t;'rli No Mow Grasses , y I J t� s 0 Baseball Field-250' Backstop&Player enc es o, 8'Walking Trail ` j Shade Trees,Evergreens 8 1tOrnamentals j The United CI Of Yorkville SCHOPPE DESIGN ASSOCIATES �= CONCEPTUAL BOO Game Farm Rd. LmrdaapeAmhftmm dLaedPI—ing Yorkville,IL 60W DEVELOPMENT PLAN NarN 8 ,SWEGO,NS0543 PK(630)JJ1-3311 ��r'•w OSW£GO,IL 60143 FAX(630)111-3639 F D11Tl:ONFI00� S N EF I I i PARK MULTI FAMILY HOUSING CIVIC USE — — - -- - —_ 10.00 ACRES RETENTION 18.92 ACRES / amOT u • RETAIL BUILDING AREA-MAIN PARCEL oT'v O .�! -PROPOSED SUPER TARGET 185,000 S.F. O �~ gERDT+: -PROPOSED ELECTRONICS 32,212 S.F. "° 19 -PROPOSED KOHL'S 85,688 S.F. REquL -PROPOSED FCO 13,120 S.F. MOT�t -PROPOSED OFFICE 18,229 S.F. y -PROPOSED FASHION 30,231 S.F. -PROPOSED BOOKS 24,689 S.F. -PROPOSED PETS 15,000 S.F. ME 4r7 ° `�° -PROPOSED HOME DEPOT 101,217 S.F. -PROPOSED RETAIL 26,740 S.F. Iy -PROPOSED LINENS 25,000 S.F. _ a`< • SHOPS 153,046 S.F. r1 r1 r7 fT 1� • RESTAURANT BUILDING AREA-MAIN PARCEL RESTAURANTS 23,000 S.F. 111 11 —A Q II . �,% e� TOTAL G.L.A.-MAIN PARCEL 733,172 S.F. III -A o H w u u e3 wL0 c I GUn°T 3 am T• TGTK y� ILLINOIS ROUTE 34- VETERANS PKWY NORTH OS-18 18 -06 I Schematic KENDALL MARKETPLACE MIDAIVERICA �r Design = x°° °" Yorkville, Illinois TW Covvn,Cwra,rs 060601 HAILLEM IRVING SMITHcl vu ENGINEERING n R�CRO9 NS ULT&NTS, INC. 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AMTfE W Y KONG SAD OUT-OT ROAD OINMV LADE EY"WO AND SAID CENTER LPE // 11 N[LE FC1P ROADWAY PIAPPOSES WON FwA6 AN ANGLE Of 100 OfGREE,{\47 MRXIMS,2J 800'01 WIN THE LAST 'x ki. _ DESLR/BED COURSE WASIMED a00RILISE THEREFROM,101144 FEET TO/AC NORTH NEST 21 AA6 : � ����r l L �frr b. � NArCHFO AWAS DENOTE RIONI CORNER OF OAK KIDS SLWW50I( WEACE NORITYRLY ALONG SAID OUT-OF ROAD - Sy. 'a• I MS CENTER LAVE MWOI Fa9NS AN ANGLE OF IRO OEOR:ES X AWNUIES 14 SECONS 07H THE j' \-J, i � �� TO BE CaNKTFD 7D(LWOS lYPAR7NENT aCl UST DE5tNWED OGNSL MEA502ED CLOCR7Y MR FROG 74150 FEET PLhW I r\ �^ % 7RANSPDINTATA74 fER RMOAMY l .$ NaTRNWSIMY ALaW A LANE ARCH FORMS AN ANGLE OF LW DEGREES JS 0MVTM 00 SEGO? 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OESCRiso OAWSF.AW.AWRED C VIER CLOCKOME RdWFRW 25197 fEET TO A POINT '/ -_.-_ ARED B OR eK NOTIN LANE Or SAID SO/rWASr 114 WOON IS 1826.22 FEET EASTERLY OF THE --_ '/-•••-� - r6 R1f CENTER F 240 ME" fI, HENCE 510! ASR WI K040 A LWE C WON E F091S AN } '---•• -_ �A.T _ MEAR ED Ot L1ECR'EE;56 EFWA 10 HDrET WIN THE LAST OF BECMBED LT XCL F 19 _--___._. rEASUNm aDnrWV nEREFRat 2�n.NS rrLr ro THE nanlr DE DEarWNa(Exam ••---_--'-------•--'-"--' ,I ' _..._._ MAT PMT DE IN£NOIRIHIE57 f/4 OF SECIw 2q TOIW/STBP J7 NEW 7F4 RANGE 7 EAST JO -J,I CRFMG L DU O"TIE IIBD PRNCIRK 1/EREVAN 0£SCAINTEO AS FOLOE LEWWNONG AT THE / IILNCIS PR S,&CNAL M7FWr9LlV OF RE CENTERLM OF US ROL/TF NO 34 AND TIE CLN7ETEIINE OF CANNONBALL MAL.RkNCE NOIrN 21 OEOW3 40"WEX J5 SECOWS EAST KONG -- ___ �' ' N6 3358(EXPIRES: 1'070 JF Illt � 1lFry.' THE DENJMl DE CANHCYIBKI.PLAA.SS6.0 FEEL fOR?HE FUWT DE BEONHING 7 NORM B8 DEGREES IO NIBIL/TES 25 SECONDS PEST.480 FEET, iIIENCE SOU1N 21 SECONDS MA 4Jao IgT 7 OTO M X49 M M TEES J�SECCOOWS�NEST.74 L A I 2 Far TO THE ACROLERLY MOII DE MY DF SAD U.S ROUTE NO J4; THENCE EASILW.Y -� II � �I 4 I I 5 � � \-37 /I' GRAPHIC SCALE ALONG PCHO SAID M]PIEIBY LAYL MMM FEET JS IE ClN7Fd. OF G S,UA56ALL TRAIL; l-..�- -JI IL_-_-__.I L_- J I 8 /7 IIENLF N(RR/Il DEGREES 19 MINI/RX J9 YO7DS FAST KOVC SAD CENIERIIN[ _ 50278/EFT TO PC FONT OF BEGWO AID EXCEPT THAT PMT CE PC SOUTH HALF OF _ mD SECTION 2ft IDW/PYP!7 NORM RANGY 7 EAST OF THE THIRD PRINCIPAL MERIDIAN OLSONtYD AS fa10116 COAfOVCNC Ar 7W sW7wAST CLRAYR CF rw sW7HEASr - - - .. L OUARIFR DE SECTION H, TOWSWP AND RANGY AFORE-WO 7FEN'CE SOUTH ALONG THE �--_-_ -• r _Ii s NEST LM fC/E NORRNKST GLLARTM O SECTION 29, Mft O AW RANGE AEQE V, --- 1 32'N85 32'io°W / l 42915 IFET ro THE L TE7UAC OF US ROUTE Na J4;P ENCL EA57M Y KONG SAID 1 ---------53-1-Ls E---a T Ime.200 fE i aNTEAGRE,WON FORMS AN AMGU OF 65 DEGREES 41 AMNUIFS 15 SECONDS WIN THE � ( � �I,ANNOTATION ABBRFNA RONS- y��/ 1 LAST cES'aff9m caURSC AEAAANED QDatwsE»ERFSRW Ia\TI.JO FEET ro THE ; --= _'S P,gjyA y�•- •���1�' CENT EXIENDEG SOUTHERLY OF tANNONALL M4A; THENCE NOPTNEMY KONG THE - _ ----__ "SL-RUHD/NG SETBACK UNE a MILIW OF SAD CAMCN9ALL MAL Wow FORTIS AN ANGLE OF 7O DEGREES'47 � � _--'_.-- Poo-PORT OF 9EG/NN/NC ' WNO'RS 2!SEGCN0.4 WIN ML LAST DESf3PIDE0(XXAPSL MEASURED a0LNM1SE IJNER£FROM PDC-POINT OF CWMENCEMENr 7816.44 FELT TD PC N RMAEST O(ANER O OAK KNOUS SI/MMM THENCE P.U.dDE.-PUBLIC U ILI rY d DRAINAGE EASEMENT GOVINONC/KRRk7XY KONG SAD CENIERLBNL WON N FORTIS AN ANGLE OF 117 OEORELS SM.E.=STOWWATER MANAGEMENT EASEMENT PRELA WY FAT 26 MN UIES I4 SEOMOS WIN TIE LAST DE.SCIMEO COLOW WASAREO aOaVWSE T.A.E.- TEMPORARY ACCESS EASEMENT I' I�DALL MARA�7H'..QG THEREFROM,746.S!FEET EDR ME PONT O BEONMW''THENCE HOR/NW3WKY KONG A I ���.//•��� .���5 LINE WION FORMS AN ANGIE OF 94 WANES P MWlTTS 17 SECONDS WTH SNO '' JAY I.E.-L IIAQSL'APF EASEMENT Y r i�� �rl� LXNTERLTIE M£ASUiWV QOTFNrSE TNERETROG,140.00 FEET; POKE SOUTTERLY KONG A -_-_-.-_-.-•_ TEN TFR.ME N.C. HOIECWNER;S ASSOCA TM A015 ' LUT WON FO W AN ANGLE OF W DEGIELS JO AWL/TES N SELENDS WIN THE LAST g R.E.-ROADWAY FASNENr OESOMED CORRSL MEASURED a000WSE PCRETRW AND PARNIEL WIN SID BWNOMY LINE Tcc..- T£MPGIRARY CONsmucnOY EASEMENT w IMPLLYL fWOV FEET. IEIICE EASTERLY ALONG A LANE WMw rowel AN ANGE OF 9< W 7. D65 PROPERTY/5 WIHIN THE CORPORATE UNITS OF LINE UNITED 07Y CE YD?IGNLL£. DEGREES 20 MINEITS 17 iLW'DS Wnr RC LAST GLS0W9rD COLOME,MEASURED THIS 7PKRpRGLI.1,IOW FEET M SAD CENTFARAYL' 74ENCE NORINMY KOVIT SAD ------ --"-- ROADWAY EASEMENr J DIMENSIONS ALONG CURIES ARE ARC OSTANCES UNLESS OTHERWSE NOTED. I R[MB016 DMI Br. 9LT DATE- PRPIECT NO. aIERL.TE WIKN FORMS AN ANGLE DE 65 OECM2S.D MOIUTFS 4J SFO"S WIN P,f ____ 1.NO DIMENSJavS SHALL ASSUMED BY SCALING 1. .,f.5 060161.02 LAST t*300IFL OOL*X TW OO FEET ro THE PUNT OF WORWhW).IN BBSFIX Tow's P, � LOT L/AC t D91 0'h. NF NDRQ SCALE SWEET N0. KENOAII.GaANTr,NLWdS' S L075 24-52 TO BE OWED AND MAAVTAWED BY THE HOMEOWNERS ASSOCIA TION. y I'-200' -- BUlLO'NG WPIACK LINE I1 LOT 53 r0 BE CONWYED TO L0.0.T.FOR ROADWAY PURPOSES I • CHK SY: NT. WRT SCALE 1 S GSD NIA SEE SHEET NO.5 FOR CONTINUATION �SMTTH ENGINEERING CONSULTANTS, INC. axe./mn7cruAaua�1a�D�a�BS An9 BUWR7088 yti� mrw.r+4�. s`rury�..m�aw:-rrw.ow. raosw ,xmu 1p LOT 1 ssJaNOra P9DrmawNat 1ffiQ,ur ua oaawe J,J95,4963.E. 711EslA�iOMOr�r yx4ry COMMERCIAL 6yo R11 S.� lJ�S�1 NE!aevNn-m socanrav MAP � N N LOT 21 144077 SF. ` ? OPEN SPACE 1 U o; CURVE TAKE vl o'v' CURVE LENG7H RAD" CHORD CHORDSIDIRM Cl 3927 25.00 3536 _som'15-V J C2 40.71 2500 36.36 S86'29'53'E Z C3 3927 2500 35.36 Sa 6'02N C4 3927 2500 35.36 361'Y3'39'E CS 38.77 1 2530 35.00 N38.45WV C6 39.64 25.00 35.62 S51.23 a C7 3927 25.00 35.36 33W[L'OB'E CA 3927 2x00 3536 N51.4952'E C9 39.08 Z5,00 35422 N66.2724'E cig 39.46 25.00 35.49 N23'32.36'V CIL 43.64 23.00 38-.31 N0292'00'E _ -1 C:2 43M 25.00 3028 S17'56.13'E G13 14%25 1000.00 149.11 S3B'a2':YE C14 131.54 1000.00 71x34 N22-I'19'V C15 363.97 400.x0 1 35134 N57'C7'07'V 16 101.29 290.00 -100b0 S8S'1227'W C17 263.27 400.00 29831 549'5494'. C18 329.97 750.W .327.32 M9 2YC6'E --- C':9 439.40 400.00 4]7.64 N781704'E 19799 C20 139.87 Wilmyy Y- ' �EPME J 1980 $8'46'07"W FOUND ... A r LOT A 19.48'HEST R aN LINE M.628 Sf. FOUND J/4'OPEN PEE ti COMMERCIAL NAT( AT CYWNER ti HA 701M AREAS DENDiE RIGHT-Of-WAY 'ism - TO BE OEDICA JED 10 7K UNITED CITY OF ;. �" h -tee �" _` YORKMLLE MR ROMIKAY PURPOSES w� m .rt'v � t:"� p. .i j Cyr/�, NA 9E C43VWYED GEN07F CIS DE ff-AHY �,/7 TO 8E COTAWN R1 CIS DEPARTMENT ar T//, / TRANSPONTA7IGV FC1Q ROADWAY PU%`PO.SES ' - -� of LEG=aeL>•L ON OPEN PIPE ' x 114 - CEN7£REME SOUTH UNE a"SW A - SEC 20-37-17 BOUNDARY!!NE ROADWAY EA5ELENT 50U TH LINE IY Sr I14 OF _ ____.-_ __ - __ _ LOT LINE J BUR DWG SEIBAaf LBJF W SD' 9/ I ki.S.t. 1JO 61 - 50 -L I 2320.3' '9'n NB9'J2'lO'W L 20.9'R 50' 14259' ' I LOT I I 17.5'R.E a l 6a6E� I I g I I LOT co6a RCi L 8 S -Js-s-' LOT 1 0 IAL r u 1 6 Sr. COMMERCIAL LOT 5 72,954 S E R 1 I I H GRAPHIC SCALE J I >o• I I I i I I _. TOUNO 314"OPEN PIPE - 90/9' Z Ia tip) It 12.014 1 J o V Z 24299'- 25,TO BE CON WIVED ° sF -/ rSBp _ PRH.Mr44RY PLAT 1 _ 10 40.0..T Far - ICHUOALL MARKETPI�IG� ROMIYAY!'URP YCRK✓X-F- N.1-f4O6 - - � 'CUTE -14 (VLTBPAN'S PA&11MAn 1983.32N85432'10'W <+ BEN4d1S _ DMr 07: NT: DATE: PROD=NO- _.-_ --- Lu 1. JCS as/26/to 060161.02 -- _ x z M Or. NT' H018Z SCALE: SHEET NO, Lu£Xa'nNG R.O. 7W 4 CHIC BT: MT. MAT SCALE 2 a aD NIA SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS Ytl Or DJ.LWN PROPR99fOMAL DESIGN PIDIt/184-00010a �' CQVP F4F'Ofomo pnl.dy r6.TO 0151-0 LOr-4TKaN MAP / 4F OR�Nli 10 HUA�H LOT 10 / A067 SF. / CURVE TABLE ( CO/AERCIrL CURVE F39.27 RADIUS CHORD HORD 8EM0VG JO, / j 2503 3336 3Y:•Si'15•V B. p.5' .2 25.03 36.36 S86.29.33'E R.E. :3 2503 39.36 S2876'02•Y.4 2503 :15.36 S61.23'58'E CS 23.00 3S00 938.45'20'V 6 2500 15.61 SSi•23'20'V:7 2500 33.36 S38•RTS-E:8 23.00 39.36 N5L•40'52'E \20 R.CI[ 25.00 33.49 N2]'32'36'V 1 \\ Cl'. 43.64 2500 78.x] V82402100'L / 711,0628r CIE 43.60 2300 3828 S17.56'13'E r / COMMERCIAL _ _[IJ 14925 lati UA11 S38.52•l2'L R� C14 731.54 1000.30 71374 N22'll'19N / • cis 363,97 40U00 35:54 NS7.OJ 07.1- h LOT 9 / C16 10129 250000060 3871227v C17 253127 400.00 25D54 547'531 N•E l 5$3130 5.F _ C18 329.97 750.00 72112 N19.25'06'E / COMMERCIAL SV3I),d'� C19 .39.40 107.00 41]51 N38.170 E / / w Np`,\,S �Atig,i,, o C20 159,67 403.0c lsest 338'18.15•v / / / ° DAK K Np. Ag63 oc. 50' l W h LOT 1 / . g COMM 4t55,456 S.F. COMMEIif:IAL B, s ___ _� // / L07 8 &WATER SOUTH LotE OF SW 114 "t' 1 - a 9J123 ) gL 2o-]7 17 _ _ _ __ N NT _ _ / 5$79!SF. __ _- _ __ ___ 105'RE ( / COMMERCIAL / c yn� I-ATCN LET7E�D v` p.4{1 ! HATCHED AREAS DENOTE RIDHI-O)-NAY p �• TO BE OEDICATFO TO THE UNITED CITY(Y / \u f \ Nom, Y',API(19tLE FOR ROADWAY PURPOSES HATCHED AREAS DENOTE RIGA EPAR NAY TO BE GQVLEKD TO ILLINaS UEPARTVENT 9.S1. 1RANSPMEATION FOR RCNDWAY PURPOSES �Y aasxe sa• LOT �BS /� 263155' a ,h� / 6[01£CIAL r sFAtfA ER - _ - RUNE `..Z �, (DOC/���+++NO. 9.)12101)t. (f{ 2$29. BOUNDARY UNE f 1185'11'10-w 1i / R ROADWAY EASEVENT L�!J LOT LANE T .755•A£. � .s��9r / n � 6UR0INC SE78ACM UNE 20 LOT 5 I 20, 72,954 SF 8 COIM/9ldAL I p / � a^ LOT 6 50--_ �+-- �o 1000M ERCIA L t / 1 (-NCR"1 U11, OF US RO111E J4 ! A, PER DEDICAPON RECORDED I / / GRAPHIC SCALE AANE J, 1942 IN SK..96 PC 17/ / F-I C7 i r• %4 0' / �y,. . 64[100' , I `_ -_/ / / / t roc6=40 n. 1983.37 N85°3Y1O'W i 7 -- LLActs °ETC 34 (VE7EPiUV. pO�I.1� PRELA04ARY PLAT - - - _ 9 PAIWWA n I n'ro BE SOW>YrO ,°1 / FOALL M40KL- OE rAr¢ar.FEW YORYCVLLE LLIS DWAY RP0.9 S REN}OMS DMN BY! NT:! DAIE: PROJECT NO. - ..CS 0512611301 060'61.02 100• -` .-- 2. 091 BN. NT. NCF4Z SCALE: SHEET NO. --_ y 1•-60' I CHK BM NF. MFT SCALE .3 a CLD N/A SEE SHEET NO.7 FOR CONTINUATION SMITH ENGINEERING CONSULTANTS, INC. ❑rD./5 ENGINEERING RCI7TaCO An CONSULTANTS, - �ranr DTLN6 PIIOR9.910NA1 onx lcN R[ar 114-000f os xar nccsr.m,uv pr lY4':OL0i61-01 IA V� 00 LOCA TIM AfAP SPY 8 / SFF LOT 14FE7'NO_B,r, COMMERCIAL °0H l 4°' r / a LOT 55 / f 429.72-T SF a"'] COMMERCIAL B.SL. $ LOT 13 / 20.5'.4.E.� E COMMERCIAL z O < z a z H / ASEN NT O x low, -CIF+.'. ''�•n J \ N0. JI' M1/ K4TCH LEC78V� LOT 12 m AR / °MCILOT 1 WERAL J5 TO BE D£O.CATED TO 7NE UNITED aTY / VWwi J0MWRCWL YORKWUE rOR ROADWAY PURP0.5ES l HATCHED AREAS DENOTE RtGHT-OF-WAY n p TRANSSPORi TRW FOR ROAOWA Y PURPOSES ?h / BS N 1Q?r 30 8.SL CENTERLINE BOUNDARY UN£ / ------ ROADWAY EASEMENT h�I LOT 11 L07 LINE / C JCV IF. / BUILDING SEERAa(LINE C. CURVE TABLE CURVE LENGTH RAO" CHORD CHORD BEARING / cl 39.27 25600 3536 S01.5P15'v GRAPHIC SCALE C2 40/1 25.00 36.36 S86.29'53'E C3 3927 25.00 3,36 S28.36'02'V y e • o _+� x C4 39.17 2900 35.36 S61'23'58'E C5 38,77 2500 3500 N38'45'20'V C6 3964 2500 35.62 S51-2320'V '� ! ce 3927 2500 33.36 S39'll'OB'E / 58,067 t0F r C0 39 P7 2500 3536 N51'48'S2'E / C9 39.06 2500 3522 N66'2724'E / COMMERCIAL LOT 54 no 39.46 2500 2549 N2732.36'v /\ 711,518 S.F CII 43.64 ?500 36.31 N82'02'00'E / COVMERCIAL C12 43.60 2500 39.28 S17'5613'E �, '� / PA4NA Y PLAT 013 149.23 1000 S2' .00 149.11 S3e' 12'E 70.5' IF13- 014 73154 1000.00 7:5.34 N22.11'19N K��ALL MARKE7Pf.AC� C15 363.97 40C.00 35154 N5'_7'07-V \ l YCR VX.LE LLP40 S C16 10129 290.00 100.50 S85.12.27'V C17 26327 40600 258.54 S47-544- _ Q G Cte 39.97 750.00 327.32 N19-2_"36'E /�� Op• 019 439.4[ 4M,00 41764 N30'17'34•E \ f-V iL7l, / RE1WaM5 DIMI BT: WF OATS PR0.fCT M0. 020 159H/ 500.00 15601 558.18'15, 20.5 � „C8 05 06016LO2 / R `- / r. _ D91 en NT: HORIZ SCALE SHEET NO, 8/ / 30' \ a - CIK Br. WT: OfAT 9�ALE 4 SEE SHEET NO.3 FOR CONTINUATION x aD N A SEE SHEET NO.6 FOR CONTINUATION ` SMITH ENGINEERING CONSULTANTS, INC. aN(�sed.Um Svsraroes I da'�o.uxo '6>� ,�; •B 713n1o®rsorEValoNn AElaCN i7RLL/Lu-aaoloe FILE:M01,F- LOT 51 �$ cN ccici PO 849,25J S.T. FURIRE MULTI-FAMILY v-0 BE CONVEYED 70 TW H.C.A.) I � �, EAST LM OF SE 114 Dom-�I ��� LOC.ATIGW MAP B SEC IS-J7-7 20' I I 1 �- 'b Z6C:O g�E 50' L i f / T �) LOT 15 Z 50 CE)N9.666iSF. \ 64 LOT 19 40' \ v 50' I .57,558 SF R.-SL. \ COMMERCIAL . l 'RE 175 i I s I `d� I \ 20.5•Re /\ \� LOT 18 20' LOT 1 -I 5 10 COM1ERpAL .SL COMMERCIAL.L755.456 -_ ..� I SO'BSL 50' LOT 18 - 69.475 SF. \w \ COMMHCIAL BRA \ (�so 9. L. kA T04 CURVE TABLE \ HAT1/ED AREAS DENOTE-Y­-WA Y RC4 LENGTH RA0p/3 CHORD RD BEARYJG .-.. _ p�ty TO BE OEDIGITTD TO 7N£LHWTE0 CITY OF 39.27 25.00 7_'36 T0lsl't5'v W Y P 40.71 25.00 36.]6 S96.29'S3T V 10' 1 NLLF FOP R A URP0.E5. L 1TXtK OAO jE 6 39.27 25.00 3536 S2B'36'92'Y 7 3927 2500 3536 S61.23"e'C // 7F MCHT 38.77 250] 3500 63e'45.2o'v � DR B£CRTA WN E A OAO Y PUR LE ES OF 39b4 23.00 1562 S51'23'20'V 4G' o~ / IRAN9CN7A 71pN Ftw TroADlear A{MP'OSES 39.22 25.00 3536 539.11.36'[ SL ' 3927 25.00 3536 N51'IWSYE LOT 1T 39.06 25.03 3522 %6.2124•E 20.5'R.t. 39.46 25.00 3549 H23.32436•V COMIAERCIAL lCl�\n C11 1364 1 2100_ 3631 V 6¢2'02'O0K id�S�r.LY C12 43.60 25.00 36.?e 917•_6'13'C CENTERLINE CL3 149.25 1000.30 /K.3 S3Y'S2'1 K C!4 \) 73'.5/ 1000.00 /1534 157'19* lI BOUNDARY LAVE C'.5 363 7 4300[ 35154 M57'07ro]'O]'V J - ROADWAY USEAkTYT C:6 I0L29 250.00 130.60 S85le'?7•V 1 C:t ?6327 4[000 25654 S49C,4'24'L LOT LOVE C:9 3PA9] 750.00 327.32 4:9'25'06- / C:9 439.40 400.00 417.61 139'1:6'T04'I LOT 21 r gti'E 775'R.F. 61ML 1 SLACK LAE CPO 159.tl] 4/000 13961 SOd' la'V 14J.011 SF OPEN / gS�g,A'1T' n� tea OP SPACE Ne3�' i 2o.s•RE_ .e S GRAPHIC SCALF. A7 4 v LOT 54 SEE SHEET NO.2 FOR CONTINUATION COMMERCIAL FVfHA41III PLAT AZ'TOALL MARK ETFLAC�ff YORKVCLE LLI400 REMCM _ OWN 9Y: MT. OATS PROJECT NO. 7. JCS 05MI106 060761.02 a 091 9Y: MT: HORIZ SCALE SHEET NO. 4 CFRf BY: TNT: 14Rf SCALE 5 1 CLD MIA SMITH ENGINEERING CONSULTANTS, INC. clvv./ernINEEl.ENGINEERING .N6 CONSULTANTS, �N.:;.°tee;.... _ ....�t,�-•+v ra¢m.e OLNO®PY0/®OVAL DMMG7 PIRY"/164-000106 LYLI^.F11E'OJOtBf_pe pal.aYp rtm/66�slANDAAG NE!OBpt61-(A RESEI 5/8'STEEL REBAR A]CORNER R, FOUND BENT 1'OPEN P]RE SOOTH LINE OF Nt 114 --- A r CORNER SEC 19-J7-7 _ -- ----- t-� 19 2C - -._._ +9 20 4. -- -_ .9&S79 .2r55"E VNIS 2 0 L 6?'�• 6c o0 I I �N �0,4D N.26• �Cy 14, p0 da �, Boca. DOS.N)-,� I a: Moo, RE j� LOT 50 N a J` 600p )7,927 SF u;� LOT 49 8,� n m Bo�`a soon, s ,n m LOT48 n Woo, f •8�12560 SF. 72.56047E g.g LOT 46 $�' �, ear 1 g r256o sr n LOT 45 $ ��' Bacm 3964'�'11VE j a $ LOT 44 8 h J" N e0 a7' (( ` L0T 43 $ - Ba aa' p L-4a 2 z56os.F.N LOT 42 $ W eaao, ff 3i,,1' g tZ.55o SF.n g LOT 41 g.r`f H W Bo.00' 6G CYJ' r 11,560 SF N g LOT 40 $!� 175.9)• 4,.03 Baas' b -- -- } ' 12550 SF.n g LOT 39 eao0 h�" 6Rg9 - ^g °$72560 srM 12.5DsF.8 j LOT 37 Moo, � 72560 SF '°j LOT 38 $ � � do..".. _ rz560 sr n m LOT 35 g A h I BsL. m`;2.560 SF n$ LOT 34 $h 8 L�7.9} °qA1' ��• - �_ 8 ^ 12.560 s.].h$ LOT 33 N 8 41. 00 ECl q7' g 16,064 S.F. L h C1T I Z �f LOT 32 ;15.009 sr j 2 0 - ��• 60 CO' M- h0 I Q 1323 SB' A49] 3 l44TCH LEGEfVD HATCHED AREAS DENOTE MGHT-OF-WAI TO BE DEDICATED M THE UM7ED CITY OF { _ �:. KWIMLLE FOR ROADWAY PURPOSES. (" CURVE TABLE _ CURVE LENGTH;RADIUS CHORD BEARING Z HATCHED AREAS DENOTE RIGHT-OF-NAY •V;try TO BE CON']£YED 70 fLUNO/S DEPARTMENT 6 '�K Cl _3927 ?5�[ 35 i6 S7l'5:15'! 1 uul �JJ 7RANSPO47A 770N FOR ROADWAY PURPoSES C2 4071 2500 3536 326'?9'S3'E-~ sW I�p7] C3 392] 25.0[ 3536 S28.36'02'V % "qw Alp 25.00 35]6 S-- LI.23'Stl•t 1 W CS 38.77__ 2300 35.00 N3B•45'20'Y C6 39 W 2530 35.62 SSI'MITY h T co C7 39.27 25.x1 35.36 S38']3'OB'E: 'lX7 C8 -09.27 25.30 35 52 .36 N51.4W 'F y - V RUNE lo' C9 39.08 2500 3522 N66.21'24'E' h LOT 52 1 w C10 39.46 25:30 35.49 N23-32_36-V1_ � 2J6,979 S.F. BOf/NDARY LINE �j C.11 43.64 25.00 38.3', N82'02-MYE FLFTURE MLLT FAAAILV C12 4360 25ZO 38.28 Sl-•56'l3'E Ta!X CON1•£YEO 7D 7HF H.O.A. -- ROADWAY EASEMENT ,rA C13 149.25 170020 149911 S38.52'12'E ) pp C14 731.54 1003.00 715.34 7122.11'19`1. _ 1 107 UNE 1 i 015 363.9] 400.00 351.54 ---N77.07'07'l`� 43 C16 101.29 250.0] 100.60 365'12'27'1. a BUILDING SETBACK UNE - 0' Cl7 263.2] 400.00 25854 54994'WE \ LOT 51 EAST LIAE�SE 1 4 a1' - 849.25)SF SEC 79-J7-7 / Ci8 329.97 750.07 327.32 N38-17 6'E FUTURE MULT]FAfi81.Y - Ci9 439.40 400.00 41764 N38.17'04•E ('a.+F. CO.\'•2�E-D TO THE HOA.) 020 159.87 400.OG ISetlt 358'18'131• N - LOCATK)lV MAP I .13ge5 r N r I I w '-- I 7z GRAPHIC SCALE J 6 S I } 1'S h.60 [E LOT 1 SEE SHEET NO.5 R CONTINUATION I s�FSy X16 COMMERCIAL FQnA4 VA9Y PLAT 9 _-r t I T'� �'LG AMlOItS .OWN B7: W. DAIS PRO,.ECT NO. I I I 9A ,_ JCS OV211AM 060761 D2 NT: HDFNZ SCALE: MEET NO, 1 I"-so' a CNN BY: WT: NERT SCALE: 6 all NIA I SYT Y -EERIN•CONSULTANTS LNC. eRalo�vw wuru,oimr rmi Diu-aaela 0Pr ri�swv°'Ow°,•r..r• mwo w C~TAR£ - Clw—w LENGTH RADIIA 6i& t BEAR `OCA nQV Ad1P A W i•m taa•M'P I ' �— S 1'ETEON 1 `dI n .u. •uo w zaIs Iowa ERV u a zr�9 zaxo-a i o 1 I IKV K S MO OF.tb`U20O 0t a 5 9 CI, U0-umi.-n , 3beBsBYfiYef 11. Lat St 1 e.s<.' aaoo nap rasa sr. $ por (+ I LOT 32 J uoov sro ihc3sr& LOT 30 $i1 n• R$:a.asa ern i# zso 2B LOT g ry LOf� E S rtsto Se LOT 27 8.n i 2.3.s'sr IAT Ze ILSp tr $ LOTD 8 E� LOT 23 Sr° ra/99�2! {y Z M L9wAw p (1D cr !O INE m•' � �� IMIm OAOIOantl�l ...,•- +Y'. � :'-......:.MA7O. wAILNiR MirAS I:OEOIE 9i0/t-Or-IYr �l� �/ .'0 Ar OEIVG)m l0 MF(lM2D CIY 6 .. 3 x +arur env xaorlr nw�s '°. L�� �,•r -- .. _ 6' w ra ml AU�io rapM.wMre/o - taal[ISAt[ • Y '.', eWnlMr uL w E N Or EII( N� >3lnl'sbJ+rlb2 t N BIfAiD tIMOE llC '. LOT t ;,axwn 5' AL • I CRAYHIC SCALC i SEE SHEET NO./FOR CONTINUATION I�' •e n FT�MI(ARY FLAT 49�OALL AtARPCZ .ACE rGlFxvctG LLP406 IM ar. lu,e .me,.,wa .fS G vOln.aa R�aCY� aM![T M Oat Tl IEII M)<f aA •. 7 QO _ .. ... a ... SMITH ENGINEERING CONSULTANTS, INC. LrTD✓s1•+17crceAl.la�aas9s slm auevcx93s .rw.ee .IVma ' UN�S 2 atn+ole PROta9elonAl,D�caT 1'al[j�eRl-ouolon ,� g no.Lnc s%wo.o°ro yrac4.9 [ •ATM`Dearer-x S Cplo00C. t4oE20ER Zt. 2 0, UMj t 6R4ss' 3239.64'S83'1t'08'E q�Rlltiii OOC�NO�EMB REC FT cae R OPEN Pile CPNNONe NO�2'C� 0;' ZOOt 16 299. OEG. fEaRU P b 57 R LOT 23 X "r /40,,5tom/SF. f zz -` f 4D f v � (TO BE CCVWYED IED CITY OF TN?POfYRLE) Ith LL r. f `.4r ooEOl w � 407.18' 58377(I5z yy LL 1y FOUND J/4'0°EN PYPE u`(2" `NOZ 0 0.21•N.W.OF CD6NER s LN CMIE i f FWND 314'OPEN PIPE \\ f f LOT 22 AT CORNER LOT 52 39,255 S.T. 236,979 S.F. S.M.E. / \ FUTURE MULTI-FAMILY 5'GAS EASEMENT \ \\ (TORE CONVEYED 10 7HE N,QA.) � \ 551 \ \ 700'- a'4.1p'yJS JO76 F 53536'SS 25'SERN&WA 7ER \\ L=8.06 EASEMENT L � LOT 20 (Doc No 93/2303) c4 b JCIVIC9 IF. $a cmc USE �zaos0002s ai°SOT�CIED y� (FU RARE PDUCI STA%W) ' NY LEGAL DE'SOW77ON OV afia?ENT ` SfiQh,•.� 14p� i. 711E POLICY) CURVE TABLE CURVE LENGTH RADR/8 CHORD ING cl -C2 4011 P500 3.5.36 S01.51'15•V 00 36.36 S86.29.534E. C3 39.2] 25-00 35..96 S28 36'02'. -35.32 C4 3927 25.00 35,36 56123•SB'E i R-5,150 ' ,. lj� ASEMENT� CS 3673 29.00 3500 N30 151201. - / N0. 931230Jj C6 3944 25.00 35.62 S31 9120•. C7 39.27 25.00 35.36 S30Y1'ce'E ,?,IS.SO45615F 91yp 2��GP / CB 3%27 2510 35.36 N3149'S2•Ei." 3 C9 39.00 2310 35.22 N66'27.24•E COMMERCIAL ;^ ,`.... �`Ii r C10 39.46 25.00 3549 N23'32'36•V R / tll _ 13164 25.00 _ 30.31 NO2.02.00'E / Ci2 4340 25.00 3929 SI7•56'13•E ht ryY C13 149,25 I 100000 149.11 S38'S2't2'E 'Y C14 731.54 1 1000.00 715.34 N22•111191V _ •JO' / .,.5 36397 I 400.1 35154 N57 07'07'. T� / C16 63.2 25000 100,6] S 9S 4244E C1 201.2s 600.00 25054 S49'S4'24'E ,UU ,�6B1• Cl8 329.97 ]5000 327.32 -N19'2Y06•E Q� Cl9 439.40 40010 41744 N3877.04'E 00 / 1.20 159.07 41.00 IS&81 550'18'15'. _ LOT 55 / 429,723 SF COMMERML LOCATION A tAP b. NA BE DE AREAS DENOTE RKi?D a WAY l 1 TO 9E DE'U'CA/ED 7D INE UM7ED OTY OF YLYdKNLLE FOR ROADWAY PURPOSES LOT 14 / GRAPHIC SCALE / NAICNEO AREAS DENOTE RIGH T-OF-WA Y / SAW9 IF, / - ' TO BE CONVEYED 70 XURCIS 5EPAR711i0iT OF COMMERCIAL 7AANSFORTATION FOR ROwNRY PURPOSES / ca7S0) LEONG CFV RUNE / l l - --- DDARY ASE FQ�LAO\JARY FLAT ROADWAY 9�F t �iTD MAkII�TPLACE - RDwwAr EasEUENr LOT LINE -�-� 9UI(OIN6 51-TIlACK M F .4 / Ilcwvrs 0Wr1 9r. NT: DATE. PRQECT N0. ^_ r. X5 05 28 080161.02 V'�,•�"� 1 091 BYt NT. HOfBZ SCALE. SHEET N0. `�N c Cnc BY: NT. Wtr SCNf: B 8 0.O N/A SMITH ENGINEERING CONSULTkWS, 1'4C. PRELIMINARY PLAN KENDALL MARKETPLACE PROPOSED ZONING-B-3 COMMERCIAL&R-2 RESIDENTIAL ExisTI14GZOMNG-Arl 13111 OT LOT L., 494 ROGE LANE 40 ll�- LOT LOT I /1 %6. LOT 0 lwl�-'Aoc( LOr 40 t 2 LOT LOT LO fSO Z5"o- 96 cw�"17��". LOT 5' 15 0'RED L-, LOT 'Au— C-- wow— 30 LOT LOT PLAN PREPARED FOR: f-- HARLEM—IRVINE COMPANIES 4104 NORTH HARLEM AVENUE CHICAGO, ILLINOIS 60634-1296 rLT PROJECT CONTACT: MR. Jim SNYDER PHONE: (773) 625-3036 FAX: (773) 625-0036 OIX Lm 'fo 'VF "Mom, f- CN ;C TEWI 63a50 t WOW Wes&Am PLAN orma 0 PIAN $no= I Lore 1A°-07. ? SW RI VXIAED�1NO CdI9/-I M WC ./-LOL96 AG 160 PETER,L HUWpp p 0.VOF OPERA TIO&T \ -Y / `. \ / 3[J.eetl Sr-. 96S3e SF LPB5 -K'f F1/EY'.s / O LJ_ h 7 W7.0 (6w) SCOTT I mw P.E.P Oxcl-waft or a �75" . L n�W MAP ARE-A \% �LOT d3 CF L T 0 4-134 AG c*- c. - �57E�DATA LOT I to AG C=, W"O vu cm [--I cz) cz:3 I cz, 9f OAC �jc OFI-XV WOO S. 47 nor ro scar -0 Lm Ac a 63620 S38'46arw Ili C\ RVC LOT L07 I Aa L48.00' GRAPHIC SCALE FLOT Nb8'45'431W Ac LOT jz' I I — lw asdoo IW•63800 �T Ql y LWE A Aa Lor OffTENT13N - P� I I PL" PIRMAVIIARY L7 BLMep EAS� 7 OVEWALL 51TE PLAN 7:7= -012J -- GAIL JUVE 1-800-892 PROX M QOU7� 34 's -M I W'61 L Pil 5YITF3 TS, INC.TAN ENAGIIQEC�ffiNG CONSULTANTS,CJY{/6 G ICI0BM,WOA®/ARD TAN p .m.AmptrY6®� AG:wWmMw�rw.�n Ow110t MDI®OGrdL 6®CIO Im,11rA-000106 2� :sw�sr-rnier TYPICAL STMT CROSS SECrnOv - JWESDLYVTIAL ROADS TYPAL S70!ET cis SECTION BEECLAW ROAD a Ip� fI6- + iu eAS o� __ 100•RQAf i MIRIES - + r0.a ORANnd NYH C 711i� - - r r-+ T •� � ee -E�vaR�c_- ��- R � X6 zo9z rBL - 2 ,.•,�.. _ /�/ .. as 200x 2001 1 NIN. 2001 r F - a<...•n - Off. - sooz Ax I / 00� -i -__. 6dr M,wYe l So'(T+'P) vARFS '�� a wax Lf 16 1[R ------0 2 9 J 4 5�6 6 1 3 O] 1 S O a I r 7 swear --- sM O SW 90MW01/5 ttNLREIE SIMFALE COL'R.Y a I,MRIIRf C - P.LL 91KWALx-S WR/1 ACQtCG IF SUB9AY SW-0.80 P.GC.SN/fBALK-5"WW I" AGGNEGI2 SUBMAY(CA-/) OO (6 OA>U LN,Vk WTR 5"A0WGAM SUNA6E) Oj 8'AOSWCAM BAS£CGAUe G-6 U116IkD STONE TWE B C (6'1MEU DR/K WIN 5"AGGREGATE SUBBASE(CA-7) O z-I/1'B1 UMNd 5 LONLRF F BMOER COURSE SUPERPA E,N-19.0.N30 r R A—"EOVA, $N aie Q1 COYOMNIgN_.QVlB d GOTTEN ISo B-dl6 O2 CONBINAOGV CONLNt It CURB k CUTTER,TYPE 8-6.12 © _s-BHaU6MOY1d/S CONCRETE SURFACE COURSE SUPERI'AS£,MIX/Ul7E G N5O Qi OF Ad WOCOVA"[1W- CA-6 oiU9,tD SfaMF:1)'PF B O LANUSGM'EO MED•AH BApAHfED AR/APrwOIEO R)lS aP AREAOKD CdAJL SW-r.% O RAAK SHALE DCPLACCD Li`NEAm AGGV[c.rt BASF QS OR AG VTV BAY COW SE CA-8 CRU"JIEp 57W�TYPO B OT 4'ACCR OWD OASE COURSE CA-6 CRUSTED STONE TYPE B Oi an DA1./S Y.BIRAMNYJS MAIgMt PPoYE OAST OrL) OR APPRD'FO EQUAL,SN_I JO �^ M APFRDSED E01/AL - 10 nYOGV 1151 CEORAYE!fAB9AC<R LOG,(50 © a.55 GAL./S.X B>PJSONCUS MAT.WL PRIZE COIr(MW.) 5 AMOCO 4551 XGWXTRE FABRIC OR LOUAL(50.M.) r!l&ru,BVds cava£rz BAa[n CGm4 a 1,KXRAK B N nL,Ndr-aJAwRMT sN6-aAOr,wEAS) O9 HOT POURED JaWT SFA/FR AT PAVEMENT-CURD OWT I rota,9t"-STi O CEMENT­P ACA. WT 6GLLER AT CURB/PAYFY Ti,NIE aIXp AsvH.LL r NOIE TIC-a t 6..TY TOTAL SN=278 TYPICAL STRUT CROSS SPCTIOIV - CAMIOABAL.L MA/L 1 s_MANnaE E s10PM Uldr BASN/WrET T {I a G BAV.v r 11.Ltltlf w.r -20Gi 2Q01 I ,-.- n—END SEC— - A -— -. 200 NIN --- �--- 1OOR N!N pRwitt h VARES 6.'0011 MAX 6.Lbx MAX L✓ 2 ! O 9 6 8 w. JM£NIAJANT �+�ef-!7MM�rM. S.a._... (n°J 9•. T F uorr PRE :k r,.-T,rr O J-I/1'BI P,RI/NODS CdICRE TE 8WL¢N COURSE sUPFPPAVE R-IRO N50 6EBAAPJPY SKN SIOCWALN-5'WT, z' AGGREGATE SUBBASE(CA /) 1.98 URIIT fqt r ` • ` OO (6-THRU DRIVE WTH 5-AGGREGATE SUBBASE(CA-7)) © t3 B' OUS CONCRETE SURFACE COURSE SLA°ER ,MI.vi1/RE G N50 MWETY BOX iii i d LOMD/NA—F.aYCPETE LUPB d:Yi TTEX TYPE 8-8.18 75'AE.Yx1Eal RT BASE OxARBE CA-6 LRUSIED s/ONL, TYPE - —!— — OP fRO'.ED EQUAL O r2'ACGREGA iE OASE COURSE LA-5 CRUSHED$70NE/YPC D dP APPRVSjtiB EQUAL,SN-T96 � AMOCO JSSI GEOICXRLE FADRC GP FO'/A,(Sa ^' V O.JS-1 41 B1R/Meld/s MATERIAL ParMF COAT(MN.J OO NOT PG/RD vQNT SCALER AT PAM[NT of EOWFFRAN NOTE FM /AFEMCN W W �~lam wRA W RMi -� TOTAI Sri'd'3.74 ARV FOMTYAM - — __ BIORM UOY)fRORAOd - — •.`Y'i WNW ELECTRIC W - I OT LME cccwrd'as -- _ WAVY 7WA"9C PAk=f NF WXM TEl/f£ _ CrOVC RiP RAP T �:. •,,, ERavcN cw1Ra rr.�� Non^ '' a•AMACr WCT ROUTE l 74 PER tEMENIS AND T)P/L'AL 00•£AR O OW �► ,. OF PEN~L 8C PER lLTARD OEPARTNF T iRBI[Yf BA06RL OF IRAN50.MTA T/aN STANDARD SPEGfiC DaVS J r1ANpV ant _ STAAL2-4J Q AB�PEVIAT 0A.nnue y 6-8 OACX TO--OF r uRB (r>vA �cw.rsC Ter A BQa wi low crxno awoTn¢ _ 1"x.7 .. B SL-TO ROWC SEIBALA L'NE J� F0: ,. �° •' GB-s/aM1 CATCH BA9N PVC,g ¢ _ �a GE -CONMONNEAL IN EDrSON CO. T'ri 'b 4TH' - '!� D.E.-DRAWAGE EASEMENT rr�.rtr� -a ,f .'.. f-£-ETTGE TO FOCI OF PAV£wENT'+6^' STANDARD PAW9WEW SECTK]V - 1: EO.P -EDGE OF PA;ENENT EOS- GE OF SR EP-EDGE Or PAS£UETIT _ ES-EDGE TY SMOULDER _ FES-FLARED END YCRON / • .R BT d 8 1ElLPI cwc Oa - L - NO 5 ELL .. -... LE LANDSCAPE(TYPE M T R.0 -MANHOLE CONS RUCTION ON PLANS) R.GY.E ROAD F WAY CONSTRUCTION tr YAW RNANCi EAYNENT ROW-TBGNT CWAY .� SRL_ .CPnC RESIRIGIRN uNC TB.F. TRENCH BACxFl,L C irt ASS CIA m>Ma, L s surAa ca••,;f. - TG TOP CJr CURB O/E G a ME T.G£. TEMPORARY L'ONsoncr W£AsE1LNT J-1/r MdAIAXw QVI."rSZ rwXV cw+v. TaB.- TOP OF BERM ,n1NeE A rrrt Z' T.O.G-TOR OF C11MB O1-EA W" T. i•ru•60MT MAR•1M f161B COni 'i, - ��. _ .: L., ' P.GL-PROPYE GRADE 1a11E _ ,aAiw,rr�m.rA'r s � ,�.: 3 rt,•. oarAerta•.sn� --. a FRELAA JAI,PY PLAN 1425DAL.L MARKE=TFLACE YQOrV[La !LA06 TYPK,AL CROSS SECT0066 KNOW ONM HA M! Odle M"X"00, XA 0/0161 t - 0!E ER: III.+..r• 11[[T AO. 1 RB Ni K W. VWT ArM c• 2 s sr ... � .. f .•.•••,......� -......511ITfI ENCiNEERING CONSULTANTS, IN ". 5� 5F�T / OGNTNJATION cmWR+xu ARa suxvsloax -CAAF CE, c rCA "cixiY'S - - �._....._. :1 ,i J3.7.i ��r f. � / R�..���• rr r�/il �f aROS�oxt oxnox rmi•le.-anerm v 1 _ r t / / f '-��-- ' a>- ."�- ` �\ •� �T+C}5 ,/, ,r r ri fj ./ / r Or ...,�-_FRE `F , R rl J AC- PROPOSED l b --i+p�' -+�.. - a zr • _ - __ "w. ..--.... i i 1.34 rr 12-am wARRMAR /• / /r.': I•l J • , — r _ 1/ / -� „zs''�""' ��- j _- -'�:_.. — -_ ... !_-za'= __ �s �. �-t.•-•' _.-::.. - r !•r, •ll 1 r�• 11 �'iKXt �. e .�yy. MAP "' I!''_ F-- '. :-.?If--• - -a ." w.....,y , i r, `PRaPosm a i �. ...-�_.� "�ffi•� � f t '• - � ��-- � -- _(-`.. _ -' � -.�_ - �J / 7r .-•� ,/ RK_6S).p) J. tr. !l.. ��� QVG-�CM� / - ,1., / _ as _7} i!I!I I ' Ii-1'1•-x:-8 '� .,�i' ' ,// v 1 _ 9 - f _ �-�`-LJ f�i�•�l i I e� `.•f � -. - � PRaO.Q° �� /.� 1 VALW VAw.r n .J -- _1 , I �.. y� <v;, �`. •"s 0 c h /01 PROPOSED SAN{R F 1 :a ' ►j`, - , 1- e°R O�,ro•° I 1D I I n•:..nn I 1 _ f ( ipr� f I-_.�RUrcrryAR 1 � j:1;I � � has. �.- /- � `'• a ywiswr:crra / / 'W' •_� �":_ E'er / r.- .. sANrner s xcP� -� ��_ � � �', � _"� �� '� :'�_:I� • ter _ r � ° !,a_. � j � 1%!/� PROPOSED SAII Yn 9 1='- ,^ liH� r—r'LP• :1111 11 �-_ I 0 t•pA I1Fn / V�667LT1 N.S / / •':Y 3'_Yi'.� _ ' � a• !2795 $1,, ?1.669 sP. 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Y F/F 63750 i I `�J i ( GRADMrG E EROS1OM CONTIPM PLAN Sg SN�r AO. 6 4NW CGWTMUA T7CN As m s oaorar-r 11': M: 11018 fCAl6: N0. j Sat %91T n r r WA,' of en a1r. ate 9 ' 3 GN SMITH ENGINEERING CONSULTANTS, INC. evnae,mn.+v�owumw.nn Amaroc. e;e'oaor:i`�1D LOT 29 LOT 28 ( LOT 27 I LOT 26 \�, -- •�'`-' --- -- /� �.�@_ LOT 3GL 1 4 I LOT 25 LOT 24 - �U 7; LOT 23 J ` L6T 22 � 1 y LOT p J'REINAYNG IYAl1 \ � 1 ! I OE7HYT/ON rya[ �C •�' MNL - 633.50 - BOTTOAI - 62350 ,�. I (eormv�PprG v/.1[L CPVIAW/OPSLA +.r�� --J, � �-(�w YMCR ol e wro wxrurtc,�Nn ar�rrrrr,co) ' -- --- -- ' --' , it 11 � `�"ad.`t.. ! a •S/O l- I'' �f�...�� `,r , / t G _;-- - �-- --- -- !�r -t /• .; '1 /, [// �/ _ -/ LOT a � 135 AGE / yI l it 14OW D914 Aux n R7r6.T33 SP \ A I a- 106.826 SF. S ,ao LNBV 25'000 cor I} 6A00 SF 1 1/ ; 'l / / 1.33 AC t i n--(,n 4' .a.--'. `�♦ r I / � ,c=F 1•;i J / ;�l �7O sF ( j'I rtro �\ ! ! y ./ SSS D / GRAPHIC SCALE - '- - F,+�-GJG) 1 i - 636 zV 636, �h LOT O raRcvu � �.,,r 1 , .{r, -/--1,'34 AG I/'/ GQA0^G E SW0510M CCYV1Pa FLAN - _ ' t -� - `�� _ , ,!P • 636.70 I - - / _ - �'� -- �._, !l� f-/ - ow,er:�W. wre ceoccr w. � / C:= _ - t i - �r� �\ 1 r"'�� ;4 c I l'..,` O �l • oew ar wr �ci svE s¢r na $ice SiEET (UQ 7 - COM/M1417pN _ _ : sv r=ao 10ft fCAIE, 10 . r UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC # APPLICATION & PETITION Please Check One: Preliminary Plan yx Final Plat Development Name: Aspen Ridge Estates Date of Submission: May 4, 2006 1. Name ofPetitioner(s): Aspen Ridge Estates, L..y.:r_ Address: P.O. Box 1356, Frankfort IL 60423 Phone Number: 815-464-2031 Fax Number: 813-464-2032 2. a). Street address and physical location of subject property: : 12024 Fox Road, Yorkville, Illinois 60560 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 125.8 +/- 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: .Paul Dresden, Managing Member of Aspen Ridge Estates. Lr.00Ca 9217, Gulf_ Stgeam_ Rd. , Suite 901 , Frankf rt, Tl l i nni c 60491 Attorney: Name: gobert L Gamrath TTT, Esq- , Quarles & 'Brady TIP Address: 500 W. Madison St. , Suite 3700, Chicago, Illinois 60661 Phone Number: 312-.715-5037 Fax Number: 312-632-1757 Engineer: Name: David W. �P F_ . Smith Fngineering CnnSiiltantS} Tnc. Address: 759 John St. , York-dlle, Illinois 60560 Phone Number: 630-553-7560 Fax Number: .630-553-7646 Land Planner: Name: Phil Stuepfert, SEC Planning Address: 75c) John St. , Yo 1 Mlle, T 1 1 i not G 60560 Phone Number: 630-553-1700 Fax Number: 630-553-7646 Page 1 of 7 United City of Yorkville Pre]iminary/Final Plat Application Revised: 514/04 r 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: A 2� 1 Petitioner(s) Signature: (Alrlegal property owners signatures or their authorized agents(i.e.Planner, - Petitioner's Attorney,Engineer)must appear on this application.) 1 C , �., ✓�, Cif y1�- �Nl:sie��Q-c_ n� r A i � �p.1.tlr-1 GNk'jirJ C6'fLf`-� �i-1�✓vT1�'� Subscribed and sworn to before me this-5 day of ' k , 200 � ---------- r OFFICIAL SEAL - E CHELLE L MICELI PUBLIC-STATE OF ILUNOIS CIA ,EXPIRES Q3A9l0! THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 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. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas,and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. v ate Signature of 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 corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads, streets,and alleys, including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable; areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION l: WRITTEN DOCUMENTS 1. 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 EXHIBIT A PART OF THE EAST HALF OF SECTION 1, TOWNSHIP 36 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN AND PART OF THE WEST HALF OF SECTION 6, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF PAVILLION HEIGHTS, UNIT FOUR, KENDALL COUNTY, ILLINOIS", BEING A SUBDIVISION OF PART OF THE SOUTHWEST QUARTER OF SECTION 6 AND PART OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MAY 14TH, 1987, AS INSTRUMENT NO. 872853;THENCE SOUTH 80 DEGREES 29 MINUTES 42 SECONDS WEST (BEARINGS BASED ON GEODETIC NORTH - GPS OBSERVATIONS) ALONG THE NORTH LINE EXTENDED OF SAID "PAVILLION HEIGHTS UNIT FOUR" ALSO BEING THE NORTH LINE OF A PARCEL DESCRIBED BY DOCUMENT #94-01410, A DISTANCE OF 576.28 FEET; THENCE SOUTH 80 DEGREES 32 MINUTES 33 SECONDS WEST ALONG THE NORTH LINE OF A PARCEL DESCRIBED BY DOCUMENT #98-08584, A DISTANCE OF 1345.72 FEET TO A STONE MONUMENT; THENCE NORTH 08 DEGREES 08 MINUTES 10 SECONDS WEST ALONG THE WEST LINE OF THE PROPERTY DESCRIBED BY DOCUMENT #20020004259, A DISTANCE OF 1822.96 FEET TO A POINT ALONG THE SOUTH RIGHT OF WAY LINE OF FOX ROAD; THENCE NORTHEASTERLY ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 463.93 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 36720 FEET, THE CHORD OF SAID CURVE BEARS NORTH 64 DEGREES 36 MINUTES 24 SECONDS, 463.94 FEET; THENCE NORTH 64 DEGREES 16 MINUTES 01 SECONDS EAST ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 796.97 FEET; THENCE NORTHEASTERLY ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 305.79 FEET ALONG A CURVE TO THE LEFT WITH A RADIUS OF 36045 FEET, THE CHORD OF SAID CURVE BEARS NORTH 63 DEGREES 59 MINUTES 31 SECONDS EAST, 305.79 FEET; THENCE NORTH 63 DEGREES 45 MINUTES 58 SECONDS EAST ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 709.33 FEET; THENCE SOUTH 63 DEGREES 28 MINUTES 11 SECONDS EAST ALONG SAID SOUTH LINE OF FOX ROAD PER QUIT CLAIM DEED RECORDED AUGUST 22, 2002 AS DOCUMENT 20020019272, A DISTANCE OF 69.83 FEET, TO A POINT ALONG THE WEST RIGHT OF WAY LINE OF PAVILLION ROAD; THENCE NORTH 05 DEGREES 01 MINUTES 01 SECONDS WEST ALONG SAID WEST RIGHT OF WAY LINE OF PAVILLION ROAD PER QUIT CLAIM DEED RECORDED AUGUST 22, 2002 AS DOCUMENT 20020019272, A DISTANCE OF 59.64 FEET; THENCE NORTH 63 DEGREES 45 MINUTES 58 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE OF FOX ROAD, A DISTANCE OF 26.82 FEET TO A POINT ALONG THE CENTERLINE OF PAVILLION ROAD; THENCE SOUTH 05 DEGREES 01 MINUTES 01 SECONDS EAST ALONG SAID CENTERLINE OF PAVILLION ROAD, A DISTANCE OF 202.91 FEET; THENCE SOUTH 22 DEGREES 16 MINUTES 52 SECONDS EAST ALONG SAID CENTERLINE OF PAVILLION ROAD, A DISTANCE OF 2346.22 FEET; THENCE SOUTH 80 DEGREES 29 MINUTES 42 SECONDS WEST ALONG THE NORTH LINE OF SAID "PAVILLION HEIGHTS UNIT FOUR", A DISTANCE OF 895.26 FEET TO THE POINT OF BEGINNING, IN FOX AND KENDALL TOWNSHIPS, KENDALL COUNTY, ILLINOIS CONTAINING 125.83 ACRES MORE OR LESS. ASPEN RIDGE ESTATES ("Petitioner") APPLICATION & PETITION FOR APPROVAL OF FINAL PLAT STATEMENT OF DEVIATIONS With respect to the final engineering plans dated as of April 28, 2006 (the "Plans") prepared by the Petitioner's engineer, Smith Engineering Consultants, Inc. (the "Engineer"), the following is a statement of the Plans' deviations from the City of Yorkville's Subdivision Ordinance (the "Ordinance")' based upon the Engineer's review of the Plans and the Ordinance: Ordinance Provision Deviation (1) Section 3.6.2. Retention A reduction of the Basins (Wet Ponds) minimum retention pond size for Pond 2 from 2 acres 3. Size - the ponds shall be to 1.17 acres is requested. no smaller than two (2) The Plans propose a total of acres. four (4) retention ponds. The proposed ponds labeled Pond 1, Pond 3, and Pond 4 on the Plans are larger than 2 acres and thus satisfy the Ordinance's 2-acre minimum requirement. The proposed pond labeled as Pond 2 on Plans is 1.17 acres. Pond 2 is directly connected (equalized) to Pond 1; therefore, these two Ponds function hydraulically as one pond. The acreage of Pond 1 and Pond 2 combined is 3.98 acres, which functionally satisfies the minimum size requirement of Section 3.6.2 of the Ordinance. Furthermore, as a result of the property's natural topography, each of Pond 1 and Pond 2 serve different areas of the property and 'Petitioner does not believe the Park Development Standards are applicable to subdivisions generally but has been advised that the City of Yorkville interprets these Standards to be applicable and thus the above deviations are requested. QBCHI\440185.1 water draining into each such Pond flows from different directions. Therefore, as a result of the property's natural topography, two separate ponds--Ponds 1 and 2--will need to be created (in lieu of one combined pond). (2) Section 3.6.2. Retention Waiver of the six-foot wide Basins (Wet Ponds) area and slope rate of 2 to 5% around the perimeter of 8. Shoreline Slopes (Above each of the four (4) Water) - An area six feet proposed retention ponds is wide and around the requested. perimeter of the pond shall slope towards the pond at The Plans deviate from this the rate of 2 to 5%. No requirement, in part, slope beyond the six-foot because (i) Petitioner is strip shall exceed a 5:1 providing an 80'-wide bike slope (20%). trail corridor which will traverse the property as required by the municipality and (ii) Petitioner is providing a 20'-wide conservation easement along the south and west boundaries of the property as required by the municipality. These two requirements have significantly decreased the developable area of the property. In addition, Petitioner requests reduction of the maximum slope from 5:1 (20%) to 4:1 (25%) for all slopes of the proposed ponds for the same reasons stated above. (3) Section 3.6.2. Retention Waiver of the minimum 30' Basins (Wet Ponds) wide buffer between the property line and the high- 9. Buffers - In areas where 1 water level line of the QBCHI\440185.1 2 there are no paths between retention ponds is the property line and a requested. In areas where pond, there shall be a there are no paths between minimum 30' wide buffer the property line and a between the property line proposed pond, the Plans and the high-water level propose a minimum 4' line. buffer between the property line and the high-water level line of the proposed ponds. The Plans deviate from this requirement, in part, because (i) Petitioner is providing an 80'-wide bike trail corridor which will traverse the property as required by the municipality and (ii) Petitioner is providing a 20'-wide conservation easement along the south and west boundaries of the property as required by the municipality. These two requirements have significantly decreased the developable area of the property. In witness whereof, the undersigned Engineer has submitted this Statement of Deviations and verifies that to the best of his knowledge its contents are true and correct. SMITH ENGINEERING CONSULTANTS, INC. By: 'v _ D QBCHI\440185.1 3 A 0.0 C/rf 0 United City of Yorkville Memo + 800 Game Farm Road iex Yorkville, Illinois 60560 Telephone: 630-553-8545 g gyp'` Fax: 630-553-3436 Date: June 13, 2006 To: Lynsey Johnson From: Laura Haake CC: Travis Miller, Joe Wywrot,Anna Kurtzman, Dave Mogle John Whitehouse,EEI Subject: Aspen Ridge Estates Final Landscape Plan Upon review of the final landscape plan revised May 9", 2006 (per site engineering)by Ives/Ryan Group, Inc. and I have prepared the following comments: Final Landscape Plan 1. Adjacent property must be labeled with current zoning. 2. Remove all Acer x fremanii `Autumn Blaze' from the site plan and substitute with an approved species. 3. Parkway trees must be a minimum of 20 feet from street lights, fire hydrants, manholes and other freestanding structures. Tree locations should be corrected to reflect this requirement. 4. All retention basins that border the side yard of a lot(lots 4, 5 and 12 1)require a 30 foot bufferyard with landscaping of 1 tree per 30 lineal feet.A petition was submitted to deviate from this provision and not require the 30 foot bufferyards. Recommendation is to allow the deviation but still require landscaping as if it were a 10 foot wide bufferyard of 2 trees per 30 lineal feet. 5. The preliminary landscape plan review by Schoppe Design Associates Inc., dated May 4, 2005, states that the center park(lot 224)will be a city park. This should be indicated on the landscape plan and a note should be added stating that the site will be constructed to the City's Park Development Standards.This includes, but not limited to, installing site utilities, final grading of 2% -4%, and establishing turf grass. All site improvements must be approved by the Parks Department. 6. The trail detail and specifications for construction should be shown on the plans for approval. See Park Development Standards Section 3.11. 7. Trees#283 -#338 and#372 -#443 are not noted for preservation. Indicate on the plans if these trees are to be preserved or removed. Details and specifications regarding tree preservation should be added to the plans. (Aspen Ridge Estates Final Landscape Plan—page 2) 8. Details and specifications regarding erosion control should be included to show methods preventing construction runoff into the natural area during construction. 9. Past correspondence indicates that a linear corridor connection from the park to the Challey Farm subdivision would connect the park directly to the south lots. The public trail along the natural area along the east side of the subdivision is now providing connection to the Challey Farm subdivision, but there is no direct connection from the park to the south/southwest lots. To encourage users to access the park through the trail or sidewalk connections, recommendation is to provide public access in the vicinity of lots 162 and 190 to be maintained by the HOA. 10. The maintenance and management plan for the land to be owned by the HOA should be submitted for review and referenced as a covenant as part of the final plat to be submitted to the city. c 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX: 630/466-9360 www.eelweb.com Engineering Enterprises, Inc. June 16, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Aspen Ridge Estates Final Engineering and Final Plat United City of Yorkville, Kendall County, IL Dear Mr.Wywrot: We have reviewed the following submitted material for the referenced Preliminary Plan submittal: • Stormwater Management Report prepared by Smith Engineering Consultants, Inc. dated April 28, 2006. • Final Engineering Plans prepared by Smith Engineering Consultants, Inc. consisting of fifty-seven (57) sheets dated April 28, 2006. • Field Exploration and Laboratory Test Results (Soil Borings) by GME Consultants in Illinois, Inc. dated January 28, 2005. • A Final Plat of Subdivision, Aspen Ridge Estates prepared by Smith Engineering Consultants consists of four(4) sheets dated September 6, 2005 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: Consulting Engineers Specializing in Civil Engineering and Land Surveying 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. RECEIVED PREVIOUSLY b. (IHPA) regarding preservation of cultural resources. RECEIVED PREVIOUSLY 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 (NO[) General permit to discharge storm water. 3. A summary of quantities should be provided for all public improvements. In addition, an Engineer's Opinion of Probable Construction Cost (EOPCC) should be submitted for review, and a letter of credit or bond should be placed on file with the City in the amount of 110% of the EOPCC by Aspen Ridge Estates, L.L.C. 4. A street cleaning deposit in the amount of $5,000 should be submitted to the City prior to the start of construction. 5. An Existing Field Tile survey should be provided for review. Any existing field tiles that drain hydraulically upsteam areas should be conveyed by a bypass storm.sewer and reconnected to the downstream side of the pipe on the other side of the site. GENERAL 6. Each sheet should contain a notation giving the total number of sheets in the document and should show the relation of that sheet to other sheets (i.e. Sheet_of 57). 7. The Index to Sheets should list each plan and profile sheet with the appropriate road name & stationing and the respective sheet number instead of grouping them all together. (SHEET 1) S. The word "Sections" is misspelled in the Index to Sheets in the Description of Sheets 2 to 4. The engineer should revise accordingly. (SHEET 1) 9. The street names should include one historical street name from the City list. All Street names should be approved by the City and by KENCOM. 10.All easements and setbacks should be shown on the engineering plans to ensure that the overland flow route, major drainage ways, and all utilities are constructed within easements and not within setback lines. G,Public\Yorkville\2004 YO0441 Aspen Ridge Estates(Dresden)ldoc .JwywrotFinalEng&PIatOS.doc L 11.All utility companies should review the easements to confirm their utilities will lie within the easements. The developer should provide proof of their review. SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, &STANDARD ABBREVIATIONS 12.General Note No. 1.E should be revised to read, "United City of Yorkville Subdivision Control Ordinance and Standard Specifications for Improvements". (SHEET 2) 13.General Note 1.1-11 should be added that states "Soil Erosion and Sediment Control Ordinance for the United City of Yorkville"adopted May 11, 2003. (SHEET 2) 14.A note should be added under the General Notes stating no utility structures will be permitted in paved areas including roadways, curb and gutter, sidewalks, pedestrian/bike paths, and driveways (except curb inlets and catch basins that are designed to be installed along the curb and gutter line). (SHEET 2) 15.Under Note No. 4.E in the General Notes on sheet 2, the reference to sand and CA-6 aggregate should be eliminated. All trench backfill should be CA-7. (SHEET 2) 16.Note No. 4.17 in the General Notes on sheet 2 should be deleted. (SHEET 2) 17.The following verbiage should be added to Note No. 5 under General Notes: (SHEET 2) ✓ If subgrade conditions are excessively sensitive to moisture or other special conditions, a capped, perforated, plastic underdrain may be required under the curb and gutter. All storm water conduits 12" diameter and larger should be internally televised in color just prior to City acceptance, and should be free of defects, sags, dirt, and debris. All non-RCP storm sewers should also be mandrel tested just prior to City acceptance. 18.Note No. 7 in the General Notes should be revised to specify the following sewer grates, frames, and lids: (SHEET 2) ✓ Continuous Flow Inlet Grate = R-3286-8V ✓ Low Point Inlet Grate= R-3015 ✓ Closed Lid Storm Manhole = R-1772 (with "City of Yorkville" and "Storm" cast into the lid) ✓ Open Lid Storm Manhole (or inlet/catch basin) = R-2502 19.A sentence should be added under Note No. 7 in the General Notes to state the use of adjusting rings is limited to 8". (SHEET 2) 20.The following note should be added as part of Note No. 7 in the General Notes: (SHEET 2) "All sections of the manholes should be completely sealed and butyl rope should be provided, including the casting. Manholes should not be allowed in the pavement, curb, gutter, or sidewalk. All flared end sections 15"or larger should have grates." G•Public\Yorkville\2004\Y00441 Aspen Ridge Estates(Dresden)\docw,.KvywrotFinalEng&Plat05.doc 21.The first sentence under Note No. 8.13 in the General Notes should be revised to read: (SHEET 2) "Before construction of the road base, all subgrade and granular subbase surfaces should be proof rolled with a minimum of a rubber tired, fully loaded 10 CY dump truck." 22.The following notes should be added under No. 8.B in the General Notes: (SHEET 2) ✓In areas where undercutting of subgrade is required, the bottom of the excavation should be lined with a woven geotextile (Amoco 2002 or approved equal) and backfilled with CA-3 aggregate. ,/The aggregate bas course should be compacted to a minimum of 95% modified proctor and should be free of all dirt and debris. It should be proof rolled and approved by the City Engineer. 23.The Specifications and General Notes from Sheet 57 should be moved and incorporated into the General Notes on Sheet 2. The notes should not be duplicated or contradict each other. 24.General Note 9.13 should be revised to state "Smith Engineering Consultants, Inc." and"Aspen Ridge Estates". 25.We recommend adding a note to the Specifications stating, "The Contractor should restore any area disturbed to equal or better than its original use. This should include finish grading, establishment of a vegetative cover (seeding or sod), general cleanup and pavement replacement." (SHEET 2) 26.All fittings, valves and hydrants should be restrained and adequately blocked with pre-cast blocks and poured in place thrust blocking against undisturbed earth. Water Main Note No. 3 should be amended accordingly. (SHEET 3) 27.All gate valves should have a standard operating nut. Water Main Note No. 4 on Sheet 3 should be revised accordingly. (SHEET 3) 28.Water Main Note No. 6 should specify a 4.5° pumper nozzle. The wording should be revised accordingly. (SHEET 3) 29.The following note should be added after the first paragraph in Note No. 8 under the Water Main Notes: (SHEET 3) ✓Allowable recovery should conform to the Standard Specifications for Water and Sewer Main Construction. The water operator in charge or person authorized by the water operator in charge should be present during all testing. The developer should use the pressure gauge supplied by the City for the test. 30.New water main should be disinfected in accordance with AWWA standard C601. The engineer should revise Water Main Note No.9 accordingly. (SHEET 3) 31.The following note should be added after the first paragraph in Note No. 9 under the Water Main Notes: (SHEET 3) ,"Sampling will be taken by the water operator in charge or persons authorized by the water operator in charge. G."Public\Yorkville\20041,YO0441 Aspen Ridge Estates(Dresden)!docs,hvywrotFinalEng&Plat05.doc 32.The following note should be added after the third paragraph in Note No. 9 under the Water Main Notes: (SHEET 3) ,/Water should pass sampling tests on two (2) consecutive days. 33.The developer should reimburse the City of Yorkville for the cost of the water to fill and test new water mains, and also for the cost of laboratory tests after chlorination. The volume of water should be calculated as the volume of 2Y2 times the lengths and diameter of new water mains. 34.Separate symbols should be used for storm catch basin structures and inlet structures. The Symbol Legend should be revised accordingly. (SHEET 4) 35.The following abbreviations used in the plans should be added: (SHEET 4) ✓T1 F CL ✓CL A2 ✓CL B2 ,/T8 G 36.The 2% cross-slope at the sidewalks should be labeled on the sidewalks on each side of the road in the Typical Street Cross-Sections. The engineer should revise the cross-section accordingly. (SHEET 4) 37.Under note 8.0 on Sheet 2, an application rate of 0.35 gaVsy is specified for the Bituminous Material Prime Coat, However, in the road cross-sections on sheet 4 an application rate of 0.25 gaVsy is specified. We find an application rate of 0.25 gal/sy acceptable, but clarification should be provided. 38.The callout specifying geotextile fabric in the typical street cross-sections should be revised to state that the geotextile should have a full 18-inch overlap. (SHEET 4) 39.Street lights and gas mains should be shown in the typical street cross-sections in accordance with the Standard Specifications for Improvement (Figure 4). The engineer should revise the cross-sections accordingly. (SHEET 4) 40.On sheet S-5 of the Standard Specifications for Improvement, the aggregate base for sidewalks is specified as CA-7. The engineer should revise callout No.1 in the typical street cross-sections accordingly. (SHEETS 4 & 52) 41. The engineer should revise the surface course to Superpave, Mix C, N50 in the typical street cross-sections. (SHEET 4) 42.The engineer should revise the binder course to Superpave, IL-19.0, N50 in the typical street cross-sections. (SHEET 4) 43.Callouts No.9 and No.10 in Typical Street Cross-Section (Pioneer Lane — Sta 100+00 to Sta. 104+20.79) basically state the same thing. The engineer should remove callout No.9. (SHEET 4) G Publio\Yorkville12004\YO0441 Aspen Ridge Estates(Dresden)';docs`:Iwy�vrotFinalEng&FMat05.doc 44.Horizontal curve geometric information should be shown on the Plan and Profile sheets. The engineer should verify that the City requirements listed in Figure 2 in the Standard Specifications for Improvement have been met. The geometric information should be shown on the Intersection Elevation and Signage Plans on sheets 36 to 41. 45.The Bristol-Kendall Fire Protection District should review and comment on the adequacy of the proposed cul-de-sac pavement radii. UTILITY PLAN 46.We recommend revising the proposed utility layout for Absaroka Court so that the sanitary sewer / street light are located on the west side of the street and the water main is located along the east side of the street. The small watermain loop from the end of the cul-de-sac could then be removed. The recommended revisions will also keep the distance between fire hydrant No.453 and No.583 within the allowable spacing requirements. (SHEET 6) 47.Street lights should have a maximum spacing of 300 feet and should be located near the side yard line to avoid potential conflicts with future driveways. The engineer should verify that the spacing requirement has been met and also we recommend revising the location of the following street lights to avoid potential conflicts with future driveways: (SHEETS 6 &8) ✓ Street Light No.16 ✓ Street Light No.34 ✓ Street Light No.38 48.The engineer should verify that Sanitary MH No.126 will not interfere with the driveway at lot 162. Placement of utility structures in paved areas should be avoid. (SHEET 8) PLAN AND PROFILE SHEETS 49.Trench backfill should be provided and shown at all locations under or within 2 feet of pavement including roadways, curb and gutter, sidewalks, and bike trails. The following areas should be delineated for trench backfill: ✓ The areas where water and sanitary services are located under pavement. ✓ Sheet 16 does not have any trench backfill marked. 50.Sanitary and storm sewer should not cross water main and should not be closer than 10' when parallel to water main, whenever possible. If these conditions are unavoidable and water main is greater than 18" above the sewer, no water main protection is required. If these conditions exist and the water main is any closer than 18"when above the sanitary or storm sewer OR if the water main is below the sanitary or storm sewer, then water main protection is required. If the water main is below the sanitary or storm sewer, it cannot be closer than 18" under any conditions. Periodically, water main will require to be "dipped" in order to maintain the 18" separation. A note should be added to the plans stating vertical fittings should never be used to dip water main. Instead, pipe deflection should be utilized. Water main protection should be clearly and consistently marked on all plan and profile sheets. We recommend the following to make it more apparent to the contractor where the locations are: G:.Puhlic\Yorkville120041.YO0441 Aspen Ridge Estates(Dresdan)l docsilwyveotFinalEng&PlatOS.doc a. The engineer should bold the text"W.M. Lowering Required" in the Conflict Tag callout boxes where it is required. b. The engineer should add the note "1.5" Minimum Vertical Separation"with a dimension double-sided arrow from the bottom of the higher pipe and top of the lower pipe at each location where lowering the watermain is required. 51.The following conflict tags are incorrect: a. Conflict Tag 74 — Incorrect watermain (WM) top of pipe elevation (TOP) will conflict (SHEET 10) b. Conflict Tag 81 - Incorrect WM TOP will conflict(SHEET 11) c. Conflict Tag 16—Incorrect WM TOP will conflict (SHEETS 15, 19, &30) d. Conflict Tag 21 —Incorrect WM TOP will conflict(SHEET 19) e. Conflict Tags 14& 15—Remove tag because not required f. Conflict Tag 25A—Incorrect WM TOP will conflict(SHEETS 20&30) g. Conflict Tag 28—Incorrect WM TOP will conflict (SHEET 20) h. Conflict Tag 31 —Contradiction between elevations on different sheets (SHEETS 21 &35) i. Conflict Tag 34—Incorrect WM TOP will conflict(SHEETS 22&31) j. Conflict Tag 41 —Incorrect WM TOP will conflict(SHEETS 23&24) k. Conflict Tag 59—Incorrect WM TOP will conflict(SHEETS 26 & 32) I. Conflict Tag 24— Incorrect WM TOP will conflict(SHEET 30) m. Conflict Tag 68—Incorrect WM TOP will conflict(SHEET 33) The engineer should revise the pipe elevations and/or vertical separation labels accordingly. 52.Sanitary sewer service risers, where necessary, should be shown in the profile. 53.Roadway horizontal curve information should be provided either on the plan & profile sheets or on the intersection detail sheets. The engineer should revise the plans accordingly. 54.The storm sewer types should be clarified. On the plans, the storm sewer has notations such as "CL A2 and CL 132." A note should be added to the plans stating this denotation means Class A, Type 2 and Class B, Type 2, respectively. Also, the engineer should note all storm sewer under the roadways or other paved areas should be Class A, Type 1 storm sewer and where Class B pipe is proposed, the engineer should specify the material type as H.D.P.E. 55.The 40 foot vertical curve located on Pioneer Lane between stations 100+50 and 100+90 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements and should be revised accordingly. (SHEET 10) 56.The direction labels on the pipe inverts for sanitary sewer tag 104 are incorrect. The engineer should revise them accordingly. (SHEET 10) 57.The pipe slope for sanitary sewer tag 107 should be revised to 0.19%. (SHEET 10) 58.The pipe slope for sanitary sewer tag 553 should be revised to 2.43%. (SHEETS 10 & 11) G,Public\Yorkville\20041Y00441 Aspen Ridge Estates(Dresden)`,da;s\IwywrotFinalEng&PIat05.doc 59.A pipe callout with diameter, material, and slope is missing for the sanitary sewer between sanitary sewer tags 552 and 410. (SHEET 11) 60.Sanitary sewer tag 408 in the plan view appears to have been shifted as a drafting error. The engineer should revise the plans accordingly. (SHEET 11) 61.At storm manhole No.544 it appears that there might be a conflict between the proposed 36" and 12" storm sewer pipes where they enter on the south side of the structure. The engineer should verify that the proposed pipe layout will fit. (SHEET 12) 62.Storm tags 518 and 520 specify a Neenah R-3015 frame and grate which should be used at roadway low points for curb structures. The engineer should revise the callouts to a Neenah R-3286-8V since this location is not a low point. (SHEET 13) 63.At storm manhole No.508 it appears that there might be a conflict between the 15" and 36" pipes where they enter on the south side of the structure. The engineer should verify that the proposed pipe layout will fit. (SHEET 14) 64.The sanitary services are shifted from station 305+00 to 309+00 and do not connect to the sanitary sewer. Also, sanitary tags 308 and 310 are shifted as well. The engineer should revise the plans accordingly. (SHEETS 14& 15) 65.The pipe invert direction labels in sanitary manhole No.309 appear reversed. The engineer should revise the callout accordingly. (SHEET 14) 66.Sanitary tags 308 and 310 are incorrect. Sanitary sewer tags 308 and 310 are actually 0.47% and 0.23%, respectively. (SHEETS 14 & 15) 67.Storm Tags 597 and 599 specify a Neenah R-3015 frame and grate which should be used at roadway low points for curb structures. The engineer should revise the callouts to a Neenah R-3286-8V since this location is not a low point. (SHEET 15) 68.The sanitary services are shifted from stations 400+00 to 405+50 and do not connect with the sanitary sewer. Sanitary tag 427 is shifted also. The engineer should make the appropriate revisions. 69.Sanitary tag 409 is in the wrong location. The engineer should verify this and make the appropriate revisions. (SHEET 16) 70.The lead arrow from conflict tag 87 does not point to the conflict. The engineer should revise the plans appropriately. (SHEET 16) 71.A 5 foot diameter structure is required when pipes with 18-inch diameter or larger enter/exit the structure. The engineer should revise the following callouts appropriately: a. Storm Tag 774 (SHEET 17) b. Storm Tag 444 (SHEETS 20 & 30) c. Storm Tag 322 (SHEET 22) d. Storm Tag 388 (SHEET 24) G:\Public\Yorkviile\2004,YO0441 Aspen Ridge Estates(Dresden)i docs4hryv4rotFinatEng&PIat05.doc e. Storm Tag 400 (SHEET 24) f. Storm Tag 140 (SHEET 27) g. Storm Tag 434 (SHEET 30) h. Storm Tag 579 (SHEET 30) i. Storm Tag 575 (SHEET 30) j. Storm Tag 225 (SHEET 32) k. Storm Tag 822 (SHEET 33) 72.Storm tags 589 and 591 appear to be reversed. The engineer should verify and make the appropriate revisions. (SHEET 19) 73.Storm tags 585 and 587 appear to be reversed. The engineer should verify and make the appropriate revisions. (SHEET 19) 74.The watermain lowering at conflict tag 18 is not shown in the profile view. The engineer should revise the plans appropriately. (SHEET 19) 75.The storm tags 589 to 591 and the corresponding cross-section pipe symbols are shifted in the profile view. The engineer should make the appropriate revisions. (SHEET 19) 76.The water tag 507 in the profile view shows a different station location than the tag in the plan view. The engineer should revise the callouts so that they agree. (SHEET 19) 77.The watermain casing pipe shown where it crosses under the proposed Conspan culvert structure should have a size and material specified. Also, it should be delineated on the profile view with the 1.5 foot minimum vertical separation dimension labeled. The engineer should revise the plans accordingly. (SHEET 19) 78.Sanitary tag 581 does not include the proposed rim elevation. The engineer should revise the callout accordingly. (SHEET 19) 79.Conflict tags 14 and 15 do not apply and should be removed from the plan view and the conflict tags table. (SHEETS 19 &30) 80.The lead arrow from conflict tag 87 does not point at the utility conflict. The engineer should revise the plans accordingly. (SHEET 19) 81.The 50 foot vertical curve located on Medicine Bow Lane between stations 700+35.78 and 700+85.78 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 21) 82.Sanitary tag 516 proposes a southwest invert of 671.00 which would result in a 0.00%slope in the flowline of the structure. The engineer should revise the plans accordingly. (SHEET 21) 83.Fire hydrant No.706 is labeled as temporary. The hydrant should be permanent and the engineer should revise the callout accordingly. (SHEET 21) G:':PubliClYorkville20041Y00441 Aspen Ridge Estates(Dresden)4docs`lwywrotFinalEng&PlatO�).doc 84.The 45 foot vertical curve located on San Juan Court between stations 800+38.05 and 800+83.05 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 22) 85.Storm tag 305 in the profile view is incorrect. The engineer should revise the label to 3056. (SHEET 22) 86.The water tag 903 in the profile view shows a different station location than the tag in the plan view. The engineer should revise the callouts so that they agree. (SHEET 23) 87.Sanitary tag 169 should only show stationing with respect to Lost River Lane. The engineer should revise the callout appropriately. (SHEETS 23&24) 88.Fire hydrant No.905 is labeled as temporary. The hydrant should be permanent and the engineer should revise the callout accordingly. (SHEET 23) 89.At storm manhole No.402 it appears that there might be a conflict between the 18" and 21" pipes where they enter on the north side of the structure. The engineer should verify that the proposed pipe layout will fit. (SHEET 24) 90.Storm tag 367 specifies CL 42 pipe which appears to be a typographic error. The engineer should revise the callout accordingly. (SHEET 24) 91.Sanitary tag 165 labels the pipe invert of 661.15 to the southeast and it actually is to the northeast. The engineer should revise the callout accordingly. (SHEET 24) 92.The orientation of the north arrow in the plan view is incorrect. The engineer should revise the plans accordingly. (SHEET 25) 93.Storm tag 149 is missing from the profile view. The engineer should revise the plans appropriately. (SHEET 26) 94.The lead arrow from conflict tag 59 does not point at the utility conflict. The engineer should revise the plans accordingly. (SHEET 26) 95.The match line description label at station 1114+50 in the profile view does not include the sheet number. The engineer should revise the "X"to 25. (SHEET 26) 96.Storm tag 22 shown in the profile view approximately at station 1304+75 is incorrect. Storm tags 201 to 204 are located in that particular area per the plan view. The engineer should revise the plans accordingly. (SHEET 28) 97.The watermain lowering at conflict tag 63 is not depicted correctly in the profile view. The engineer should make the appropriate revisions that demonstrate the minimum 1.5 foot vertical separation requirement. (SHEET 28) G:;Public\Yorkville\2004iYO0441 Aspen Ridge Estates(Dresden)',docsJwywrotFinalEng&Plat05.doc 98.Storm tag 229 specifies a Neenah R-3501 frame and grate in lieu of the required Neenah R- 3015 frame and grate. The engineer should revise the callout appropriately. (SHEET 29) 99.Sanitary tags 505, 507, 509, and 511 are depicted in the profile view as 8-inch but the callouts specify 16-inch. The engineer should revise the plans accordingly. (SHEET 30) 100. Storm tag 576 specifies CL B2 pipe under the proposed pavement where reinforced concrete pipe is required. The engineer should revise the callout accordingly. (SHEET 30) 101. Sanitary tag 171 is identical to sanitary tag 173. It appears that it is a drafting error where the callout was copied/pasted and the information was never changed. The engineer should revise the callout appropriately. (SHEET 31) 102. Storm tags/callouts 306 and 307 are not shown. The engineer should revise the plans accordingly. (SHEET 31) 103. A vertical curve is required on Teton Lane at station 1522+00 that meets the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 32) Intersection Details and Signage Plan 104. The depressed curb locations should be shaded in accordance with the legend. Most of the proposed depressed curb areas have not been shaded and the engineer should revise the plans accordingly. 105. The handicap ramps should be depicted on the plans and the following elevations shown to demonstrate that the ramp slopes are in accordance with the IDOT detail 424001-04: a. Top of ramp b. Top of depressed curb The engineer should revise the plans accordingly. 106. The sidewalk tees should align with one another across the street. In addition, all sidewalks should extend across the street bi-directionally, not diagonally. The engineer should revise the plans accordingly at the following intersections: a. Sawtooth Lane and Sawtooth Court (SHEET 38) b. Undesser Drive and Sawtooth Lane (SHEET 38) c. Teton Lane and Medicine Bow Lane (SHEET 40) d. Teton Lane and San Juan Court (SHEET 40) e. Teton Lane and Lost River Lane (SHEET 41) 107. The following information is missing from the Fox Road / Pioneer Lane Intersection Detail and the engineer should revise the plans accordingly: (SHEET 36) a. The extents of the proposed improvements included in this plan set should be clearly delineated b. Radius to back of curb for the entrance on both sides of intersection G:',Public\Yorkville120041YO0441 Aspen Ridge Estates(Dresdeny idocs ilwywrotFinalEng&PIat05.doc c. The existing and proposed grading along Fox Road at the intersection 108. The proposed centerline grade at the low point located in the south side of the Pioneer Lane / Teton Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 36) 109. The proposed centerline grade at the low point located in the west side of the Pioneer Lane / Bitterroot Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 37) 110. The proposed centerline grade at the low point located in the west side of the Sawtooth Lane / Teton Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 37) 111. The proposed centerline grade at the low point located in the south side of the Sawtooth Lane / Lost River Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 38) 112. The proposed centerline grade at the low point located in the south side of the Boulder Lane / Bitterroot Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 39) 113. The proposed centerline grade at the low point located in the west side of the Boulder Lane / Teton Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 39) 114. The following information is missing from the Boulder Lane / Pavillion Road Intersection Detail and the engineer should revise the plans accordingly: (SHEET 39) a. The extents of the proposed improvements included in this plan set should be clearly delineated b. The existing and proposed grading along Pavillion Road at the intersection 115. The proposed grading of the south and west portions of San Andres Court result in slopes less than the required 2% slope. The engineer should revise the plans accordingly. (SHEET 40) 116. The engineer should revise the plans to include the following information at the temporary "T"turn arounds: (SHEET 41) a. The dimension from the road centerline to the edge of pavement at each side of the turn around b. The width of each side of the turn around c. The radius of the cure on each side of the turn around Grading and Soil Erosion Control Plan 117. Per No. 11 on page S-11 of the Subdivision Ordinance, all top of foundation elevations should be a minimum of 2 feet and a maximum of 3 feet above the street centerline. A significant portion of the lots had proposed top of foundation elevations that were more than G:%Public\Yorkville12004 YO0441 Aspen Ridge Estates(Dresdenjldocs'Avy%TotFinalEng&Plat05.doc the 3 foot requirement. Most of the comer lots that did not meet the requirement were approximately 4 feet above the street centerline which we would find reasonable for intersection locations. The engineer should revise the "non-corner" lots to meet the 3 foot requirement. (SHEETS 42 to 49) 118. The engineer should add contours at 1 foot intervals on the Grading & Erosion Control Plans. (SHEETS 42 to 49) 119. The top of foundation and lowest opening of the buildings should beat least 1.5 feet above side yard pop points. A majority of proposed top of foundation elevations do not meet this requirement and several lots actually are pitched back towards the houses (Lots 113-115, Lot 109, etc.). Also, in general, all basement elevations should be higher than the NWL of the detention ponds. Assuming a ten foot distance from the top of foundation to the top of the basement elevation, the normal water level is higher than the basement elevation for a number of lots (Lot 116, Lot 117, etc.). The engineer should revise the plans accordingly. 120. The minimum allowable slope in pervious areas is 2.00%. The engineer should revise the following areas because the proposed grading results in slopes less than 2.00%: a. The side yard between Lots 8&9 b. The rear yard of Lot 46 c. The rear yard of Lot 18 d. The side yard between Lots 167& 168 e. The rear yard of Lot 178 f. The side yard between Lots 178 & 179 g. The side yard between Lots 196& 197 h. The side yard between Lots 78 &79 121. A number of the direction of flow arrows are incorrect. The engineer should re-examine the grading plans revise them appropriately. (SHEETS 42 to 49) 122. The bituminous path should be labeled on the grading plans and the detail titled accordingly. Also, the surface course callout in the detail should be revised to Superpave, Mix C, N50. The engineer should revise the plans accordingly. (SHEETS 44, 49, &54) 123. All storm structures should be labeled on the grading streets and rim elevations should also be provided. Numerous storm structures located in the roadways were not labeled. The engineer should revise the plans accordingly. (SHEETS 42 to 49) 124. The minimum and maximum driveway slopes are 2% and 8%, respectively. The engineer should verify that the driveway slopes meet this requirement after making the necessary grading revisions contained in this letter. (SHEETS 42 to 49) 125. A note should be added to the drawing stating the garage floor should be 0.5 feet minimum below the top of foundation elevation. (SHEETS 42 to 49) 126. Depending on the size and exact dimensions of the houses, the following will apply: (SHEETS 42 to 49) G,Public\YorkvilleL004';YO04a t Aspen Ridge Estates(Dresden)tdocstlwywrotFinalEng&PlatO5.doc a. Drop siding may be required on several lots in order to maintain yard slopes between 2% and 10%, particularly on the side yards. The drop siding locations will be determined at the time of the individual site plan. b. The side yard grading in several locations just meets the 2% minimum slope requirements if measured to the general house footprints shown. If the house does not exactly fit the general footprint shown, then it will result in less than 2% slope away from the sides of the houses. We recommend that the engineer revise the appropriate side yard slopes accordingly keeping this in mind. 127. A light hatching is shown covering lots 154 to 164 on the Grading & Erosion Control Plan. It appears to be the topsoil stockpile area but the engineer should either label this area with a callout or include the hatching in the legend. (SHEET 48) 128. Silt fence should be installed around the temporary T turnarounds at the ends of Medicine Bow and Lost River Lanes to provide temporary erosion control. The engineer should revise the plans so the silt fence is continuous around the temporary turnarounds. (SHEET 48) 129. The proposed contours south of the temporary turnaround on Medicine Bow Lane result in slopes steeper than 4:1. The engineer should revise the grading appropriately. (SHEET 48) 130. Areas with slopes greater than 12%are required to be stabilized with sod, mat or blanket in combination with seeding, or equivalent. The engineer should revise the Grading & Erosion Control Plans accordingly (i.e. Berms, etc). (SHEETS 42 to 49) 131. The striping detail for medians over 4 ft wide should be removed since it does not apply. (SHEET 50) 132. The flared end section restrictor(storm tag 142) should be revised. The detail specifies an 18-inch restrictor pipe grouted in a larger pipe which is not necessary since the required restrictor size is larger than the 12-inch minimum pipe allowed by the City Standard Specifications for Improvement. The engineer should revise the plans accordingly and remove the detail. (SHEETS 45 &51) 133. The top of the concrete basin overflows are required to be 6-inches above the 100-year high water level and the detention basins should provide containment for twelve inches of additional storage above the 100-year high water level. The Curtain Wail Detail shows a 1.5 foot dimension from the top of the concrete overflow to the top of berm which contradicts the grading plans. The engineer should address the following: a. The Curtain Wall elevation is given as 661.65 and the top of berm is shown as 661.55 for Basins No.1 and 2. The overflow curtain wall is higher than the top of berm. (SHEETS 42 & 43) b. The Curtain Wall and the top of berm elevations are shown as 653.0 for Basin No.3. (SHEET 43&44) 134. Several locations have low points in front yards. We recommend revising the grading in the following locations: G:1Public\Yorkville12004;YO0441 Aspen Ridge Estates(Dresdeni ldocsUwywrotFinalEng&P1ato5.doc a. Between Lots 43&44 (SHEET 42) b. Between Lot 4& Basin No.1 (SHEET 42) c. Between Lots 116& 117 (SHEET 43) d. Between Lots 132 & 133 (SHEET 43) e. Between Lots 60& 61 (SHEET 45) f. Between Lots 213&224(SHEET 46) 135. The proposed grades create a low spot in the side yard of Lots 69 & 70. We recommend that the engineer revise the rear/side yard grading in that area and remove storm structure No.342 (low point). (SHEET 48) 136. Ponding is required to be less than 1 foot at the curb flowline during the clogged condition. The engineer should revise the grading in the following locations: a. Wind River Lane (approximately Station 206+00) (SHEET.43) b. Teton Lane (approximately Station 303+00) (SHEET 43) . c. Sawtooth Lane (approximately Station 1106+50) (SHEET 45) d. Bitterroot Lane (approximately Station 410+50) (SHEET 46) 137. There is a discrepancy between the rim elevations given on the grading plan and in the Storm Tag list for Storm Structure No.233. The plan shows a rim elevation of 663.08 and the Storm Tag list shows 664.08. The engineer should revise the plans accordingly so the rim elevations match. (SHEET 42) 138. The construction entrance onto Fox Road is shown at the location of the proposed island. We recommend locating the entrance in the road lanes so that an additional entrance would not be required to be installed after the island has been constructed but before the asphalt is installed. (SHEET 43) 139. The adjoining sheet number in the matchline label is incorrect and the engineer should make the appropriate revisions. (SHEET 43) 140. Basin No.4 does not have an overflow spillway with concrete curtain wall. The engineer should revise the plans accordingly. (SHEET 45) 141. The detention basins should have undulating shorelines. 142. All easements should be shown on the grading plan to ensure the overland flow route will be contained within an easement. 143. The size and types of the existing culverts along Fox Road should be provided on the plans. (SHEET 42) 144. Topsoil stockpile should be indicated on the erosion control plan, and silt fence should be provided around the stockpiles. G:-Public\Yorkville12004tYO0441 Aspen Ridge Estates(Dresden)`%docsllvgwrolFinalEng&Plat05.doc r DETAILS 145. Catch Basins are required to have a 24-inch minimum sump. The engineer should revise the Catch Basin Type C Detail accordingly. (SHEET 51) 146. The requirements for storm sewer castings are as follows: ✓ Non-lowpoint Curb structure—Neenah R-3286-8V ✓ Lowpoint Curb structure—Neenah R-3015 ✓ Closed Lid Structure —Neenah R-1772 ✓ Open Lid Structure (Non-grass area)—Neenah R-2502 The engineer should revise the Storm Inlet Type A and storm restrictor access manhole details accordingly. (SHEET 52) 147. The engineer should make the following revisions to the Pavement Removal and Replacement Detail: (SHEET 52) a. Trench backfill should consist of CA-7 aggregate. b. The surface course should be Superpave, Mix C, N50 c. The binder course should be Superpave, IL-19.0, N50 148. The Inlet Type B detail should be removed since it does not apply to this project. (SHEET 52) 149. The dimension from the face of the pumper nozzle to the back of curb to be 2'-3" and the bury depth of watermain should be 5'-6". The engineer should revise the Fire Hydrant Installation Detail accordingly. (SHEET 53) 150. The text of IDOT Standard Detail 424001-04 is too small. The engineer should revise the detail accordingly. (SHEET 53) 151. The Street Light detail does not specify that the 19'-9"to the finish grade of the street. The engineer should revise the detail accordingly. (SHEET 54) 152. The Curb Inlet Casting details for the R-3015 and R-3286-8V are illegible since they are too small and a poor quality scanned image. The engineer should make the appropriate revisions to the details. (SHEET 54) 153. Trench backfill should consist of CA-7 aggregate. The engineer should revise the Trench Bedding/Backfilling Cross Section accordingly. (Sheet 54) 154. We recommend renaming sheets 55 to 57 more appropriately as Stormwater Pollution Prevention Plan and moving the sheets to the front of the plan set immediately following the specifications so that they are not overlooked by the contractor. Also, revise the index of sheets on the title sheet accordingly. (SHEETS 55 to 57) 155. The following notes should be added to the plans (Sheet 55) regarding the following: ✓Dust control ✓Mud control G:,Public\Yorkville120041YO0441 Aspen Ridge Estates(Dresden;,%docs`•.IwywrotFinalEng&Plat05.doc ✓Cleaning of existing streets 156. The City Standard Specifications for Improvement requires that the erosion control plan includes the following information: a. Location and description of all seeding and sod. b. Descriptions of dust control measures. c. Provisions for maintenance of control measures, including type and frequency of maintenance. d. 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. e. 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 measures, installation of storm drainage, paving of streets, final grading and the establishment of permanent vegetative measures. 157. The engineer should update the 100 Year Overflow Table after all of the revisions have been made to the plans. (SHEET 56) 158. An area 6 foot wide with slopes 2 to 5% should extend up from the normal water level. No slopes beyond the 6 foot shoreline area should exceed a 5:1 slope. The engineer should revise the Typical Cross Section Thru Retention Basins detail accordingly. (SHEET 56) 159. The engineer should revise the 100 Yr Overflow Cross Section detail as follows: (SHEET 57) a. Label the T/Fr b. Revise the descriptions for TFL and TFR in the notes section to Lowest Foundation Opening (Left) and Lowest Foundation Opening (Right), respectively. 160. The engineer should revise the Pipe Outlet to Flat Area detail and include actual dimensions (or the formulas to calculate the dimensions)for the following: (SHEET 57) ✓ W, ✓ W2 ✓ La ✓ d 161. Street sign details and locations should be provided. In addition, a note should be added to the plans stating the developer will reimburse the City for ordering and installing the street name and regulatory and warning signs. Appropriate easements should be provided for the street signs and shown on the plans. G:Public\Yorkvillet2004iYO0441 Aspen Ridge Estates f Dresden)idocs ihvywrctFinalEng&Plat05.doc STORMWATER MANAGEMENT: 162. The Stormwater Management report should be signed and sealed by the Professional Engineer licensed in the State of Illinois that prepared the report and calculations. 163. The engineer should add a legend to the Soil Map located in tab 2 of the report that states the soil names and types. 164. Wet basins should have a maximum allowable depth of two feet between the normal water level and the high water level corresponding to the ten-year rain event. The engineer should provide calculations that demonstrate that this requirement has been met. 165. The Standard Specifications for Improvement requires that the maximum storage volume generated by the various storm events is used. Please revise the model so that the critical duration event is the design storm not just the 24-hr storm event. 166. The engineer should submit the Base Flood Elevation (BFE) Study, that supports the flood plain limits delineated on the plans, for the unnamed creek tributary to the Fox River that runs across the east side of the site because the tributary area appears to be greater than one square mile. This best available data should be submitted to FEMA for a LOMR request to establish the floodplain. 167. The engineer should include the report by Aenon Consultants, Ltd. that is mentioned in the plans pertaining to the detail and capacity calculations of the Conspan culvert structure shown on Boulder Lane. The capacity of the structure should be reviewed prior to final engineering approval. The analysis should demonstrate that the BFE of the creek is not raised due to this proposed obstruction. The best available data provided provided by the Engineer shows that there is an unmapped floodway associated with this creek. A Floodway Permit or a sign-off that a permit is not required from the Illinois Department of Natural Resources (IDNR) should be acquired to construct the road and culvert crossing over the floodway. 168. The acceptability of the HEC-HMS models for the detention basins can not be reviewed until printouts of the input data has been provided. A suggestion might be to"print screen"and import them into another application such as Powerpoint, Word, etc. The City Standard Specifications for Improvement requires that the model should demonstrate that the peak release rates meet the following allowable release rates: a. 0.04 cfs/acre for the 2 year storm b. 0.08 cfs/acre for the 25 year storm c. 0.15 cfs/acre for the 100 year storm 169. The Bulletin #70 rainfall intensities amended for the specific City of Yorkville area must be used. Refer to Table 1 and Figure 21 from Bulletin #70. We recommend using the following values: G:;Public\Yorkville\2004`•,YO0441 Aspen Ridge Estates(Dresden}tdocs RvywrotFinalEng&Plat05.doc Rainfall for each Storm Frequency inches/hr Duration 100 year 25 year 10 year 2 vear 48 hr 9.05 6.53 5.34 3.42 24 hr 8.40 6.01 4.96 3.15 18 hr 7.73 5.51 4.56 2.89 12 hr 7.31 5.22 4.32 2.75 6 hr 6.30 4.51 3.72 2.37 3 hr 5.38 3.85 3.17 2.02 2 hr 4.96 3.54 2.93 1.86 1 hr 3.95 2.82 2.33 1.48 170. The time of concentration (Tc) values seem incorrect. The engineer should include an exhibit that demonstrates the flow routes used for the revised Tc calculations to clarify how the values were obtained that were used in the sheet flow and shallow concentrated flow portions of the worksheets. ✓ Example on Drainage Area No.1 Worksheet: It is difficult to determine how the values of 300 feet of unpaved sheet flow and 1290 feet of unpaved shallow concentrated flow were chosen. 171. The 93.1 acre offsite tributary area is tributary to basin #4 located in the southwest corner of the site. The flow from the offsite tributary area should be conveyed along with the emergency overflow from Basin No.4 through the rear yards of Lots 44 to 55. The engineer should not use the 93.1 acre offsite tributary area to increase the allowable release rate for basins 2, 3 and 4. 172. The engineer should include Water Surface Elevation calculations resulting from the critical duration of the 100-year rain event for several locations along the offsite bypass flow route mentioned in the previous comment. Also, please revise the plans to illustrate these locations along the bypass flow route. 173. The top of foundation and lowest opening of the buildings adjacent to overland flow routes should be at least 1.5 feet above the water surface elevation created by the 100-year storm. The following lots do not meet this requirement: a. Lot 47 b. Lot 70 174. The walkout (W.O.) and lookout (L.O.) foundation elevations are not given in the plans. The engineer should add the elevations to the plans and revise the T/FL and T/FR columns of the overflow route WSEL calculation speadsheets accordingly. Also, please demonstrate that the W.O. and L.O. elevations meet the requirements mentioned in comment No.8. 175. The emergency overflow routes should be contained within the right-of-way after leaving lots wherever possible. The engineer should re-examine the design since the emergency overflow routes are located primarily in rear and side yards. G:Public\Yorkville\2004`NY00441 Aspen Ridge Estates(Dresden)`4ocsAvywrotFinalEng&PiatoS.doc 176. In locations where it is determined to be absolutely necessary to route the emergency overflow through rear and side yards then the following note would apply and should be added to the Grading Plan at each applicable location: ✓ "Lowest foundation opening elevations or top of window well elevations should be a minimum of 18" above the calculated overflow water surface elevation." 177. Ponding in the roadway areas should be designed to be less than 12" at the curb line and 6" at the roadway centerline during the critical duration of the 100-year event. Several locations, such as at station 205+00 on Wind River Lane, do not meet this requirement. The engineer should provide the calculations that demonstrate that this requirement is met and revise the plans accordingly at the locations where necessary. 178. The hydraulic grade line of the propose storm sewer should be below the rim elevation to prevent the storm sewer system from surcharging. Please revise the calculations to include the hydraulic grade line. 179. The detention basin emergency overflow spillways should be appropriately sized along with supporting calculations. We recommend that a release rate of 1.0 cfs per tributary acre is maintained at a 6-inch depth of flow over the spillway elevation. 180. The engineer should provide calculations for the reverse pitch parkway overflow spillway locations into the various detention basins as well. 181. The allowable release rate for the two-year rain event is 0.04 cfs/acre. The engineer should revise the restrictor manhole details and calculations as appropriate to ensure that this requirement is met. 182. The engineer should include calculations demonstrating that the proposed desilting basin at each detention basin provides the required 500 ft3 per tributary acre of impervious area. 183. The engineer should revise the restrictor orifice stage discharge table for Pond 1 in the stormwater report after recalculating the allowable release rates as requested in previous comments. 184. The engineer should provide two separate sets of calculations for detention basin No.3: a. The floodplain tailwater condition should be taken into account in the basin discharge when determining the required detention volume b. The floodplain tailwater condition should not be taken into account in the basin discharge when verifying that the allowable release rate requirements have been met. 185. The value used for head (H) in the orifice equation is the difference between the water elevation and the center of the orifice. The H values for the 100-Year orifices in Ponds 1 and 3 were calculated using the invert of the restrictor instead. The engineer should revise the calculations accordingly. G:Public\Yorkville\2004\YO0441 Aspen Ridge Estates(Dresden!Woc .JwywrolFinalEng&Pfat05.doc 186. The 100-year high water level elevations given in the restrictor calculations for ponds 1 and 4 do not match the values shown on the plans or in the detention volume spreadsheet. The engineer should make the appropriate revisions so that they are all in agreement. 187. The restrictor diameter used in the Pond 4 restrictor calculations is 18 0. The plans show a 24"outlet pipe from Basin No.4. The engineer should make the appropriate revisions. 188. The current arrangement of several different details for different portions of the restrictor manhole is confusing and can result in errors by the contractor during construction. We recommend having one complete detail and to have a separate detail for each structure. The following information should be included in the details: a. 2-year, 25-year, and 100-year high water level elevations b. Invert elevations of the inlet and outlet pipes c. Invert elevation and diameter of the restrictor orifice opening 189. We recommend using the weir wall with orifice openings to control the release to meet the allowable release rates. The use of both the weir wall with orifices and the restrictor pipe grouted into the outlet pipe is not a cost-effective method and is difficult to model the releases to accurately reflect that arrangement. 190. The 100-Year Restrictor detail does not specify what the restrictor grouted in place will be. The engineer should revise the detail accordingly but should keep in mind the following: ✓ If the restrictor is a pipe grouted in place, we recommend specifying the next smaller standard pipe size and revising the calculations accordingly. 191. The engineer should include calculations that demonstrate that the existing 24"culvert pipe (per the narrative section of the Stormwater Report) has the capacity to accommodate the bypass offsite tributary flow and the basin 1 spillway runoff resulting from 100-year rain event. The Proposed Drainage Map included in the report shows the pipe to be 48" diameter. The engineer should clarify why the two different values are given in the report. Also, please revise the plans to show the correct culvert diameter and type. 192. The City Standard Specifications for Improvement require using the following values for calculating composite runoff coefficients: • C=0.50 (GRASS) • C=0.98 (ASPHALT/CONCRETE) The engineer should provide calculations and possibly a sketch that support the typical weighted runoff coefficient values that were used (C=0.56 for roadways and C=0.65 for backyards). 193. The City Standard Specifications for Improvement requires that the minimum and maximum velocities for storm sewer are 2.5 and 8 ft/sec, respectively. The following pipe lengths have velocities that exceed 8 ft/sec and should be revised: • 201 A, 739, 753, 825, 319, 339, 341, 355, 401, 429, 445, 453, 459, 461, 469, 491, 497, 527, 537, 543, 545, 610, 619 G:1PublickYorkville\2004;YO0441 Aspen Ridge Estates(Dresden);docs•JvywrotFinalEng&Piat05.doc 194. The City Standard Specifications for Improvement requires that storm sewer pipe has a minimum cover of three feet. The proposed storm sewer in general does not meet this requirement. The engineer should examine the current storm sewer design and make the appropriate revisions. 195. The small amount of rip rap (4.44 SY) and forebay do not provide adequate permanent erosion control at flared end section 840. We recommend that the engineer revise the plans to include a level spreader at that location prior to the water discharging into the creek. it would be a more suitable BMP for a discharge location so close to the creek. 196. The emergency and bypass overflow routes should be contained in stormwater easements. The engineer should make the necessary revisions to the Plat and also show the proposed easements on the final engineering plans. FINAL PLAT 197. A minimum scale of 1" = 60' is recommended for plats with small lots of less than an acre so that it is clear and uncluttered. 198. Minimum text size on plats should be 0.08". 199. Match lines or notes near the edge of page stating, "SEE PAGE # should be used where appropriate. 200. The Parcel Index Numbers of the properties which underlie and are adjacent to this subdivision should be placed on the plat. 201. The lower right corner of each of the four pages of this plat refers to the subdivision name as "Aspen Ridge Estates" not "Aspen Ridge Estates Subdivision" as found in the title of the plat. Please reconcile these differences. 202. The part of the property that is being dedicated to the county for Fox Road right-of-way must be shown as a separate parcel from the proposed entry street that is being dedicated to the city. 203. The dedication for Fox Road should be labeled "Hereby Dedicated to the County of Kendall". 204. Street names should be added to the plat and a list of proposed street names should be submitted to the U. S. Postal Service and to KENCOM for approval. A copy of the letter approving the names should be submitted to the City for their records. One name should be drawn from the City's list of historic names. 205. Additional right of way dedication is indicated for Pavillion Road. The proposed location and width will be evaluated and coordinated with the Evergreen Farms development and the outcome of the area traffic study. G,PubliclYorkville''2004'.YO0441 Aspen Ridge Estates(Dresden)!dots'-A-1 vwotFinalEng&Piat05.doc 206. The first dimension after the point of beginning of the legal description is 576.28 feet (sheet 4) but is labeled as 574.92 feet on the graphical portion of sheet 1. Sheets 2 and 3 show a dimension of 576.28 for the same line. These differences should be reconciled and edits applied to the appropriate sheets. 207. The calls in the legal description should all be labeled on the plat. Additionally the legal description should have language stating, Point of Curvature, Point of Tangency, etc. for the segments along Fox Road. 208. The legal description states the closing distance to the Point of Beginning to be 895.26 feet. The graphical portion of sheet 3 shows the same distance for the related line segment. The graphical portion of sheet 1 labels the same line with a distance of 896.25 feet. Please reconcile these differences and edit the appropriate items. 209. Noting the differences in items 9, 10, and 11 above, it would be prudent to recheck the boundary closure and acreage. 210. In the legal description on line 8 and line 19, the words "to a point along the centerline" should be "to a point on the centerline". 211. In the legal description online 9, the word "feet" should be added after 463.94. 212. In the legal description, all distances over a thousand feet should have a comma separator for thousands. 213. A north arrow and graphic scale should be added to sheet 1. 214. A minimum of 2 concrete monuments must be shown per state statute. 215. Change the abbreviation for Utility Easements on the plat and in the Standard Abbreviations Table to P.U.& D.E. for Public Utility and Drainage Easement. The Utility Easement is not an easement provision developed by the United City of Yorkville. 216. The abbreviation "S.M.E.", correctly used on the plat for Stormwater Management Easement, must be in the Standard Abbreviations Table. 217. Abbreviations used for curve data such as radius, arc length, chord and chord bearing, should be in the Standard Abbreviations Table. 218. The surface water statement belongs on the topographic overlay presented to the city prior to recording the Final Plat. The statement should be removed from the Final Plat. 219. The Storm Water and Detention Easement Provisions should be removed from the plat. This provision is not one which has been developed by the United Village of Yorkville. 220. The Notary's Certificate below the Storm Water and Detention Easement should be removed from the plat. G:.Public\Yorkvllle\2004\YO0441 Aspen Ridge Estates(Dresdan);docsJ"wrotFinalEng&Plat05.doc 221. The Surveyor's Certificate should be of the language and format developed by the United City of Yorkville. The "PROPERTY TO BE ANNEXED IN THE FUTURE" statement should be removed. This property will be annexed to Yorkville prior to this plats approval and recording, therefore the developed language for a subdivision within the corporate limits should be used. 222. The School District Certificate should be removed from the plat. This certification will be addressed in the Owner's Certificate developed by the United City of Yorkville. 223. The United City of Yorkville has developed language and format for all certifications which should appear on a plat of subdivision. Please review the certificates and amend those which are already on the present plat as necessary. Standard certificates and easement provisions are available in an electronic format. 224. The certificates on this plat should be edited to the present year 2006. 225. A Special Service Area Certificate should be placed on the plat if any of the land within this subdivision is affected by such agreement. 226. The abbreviated legal description under the title of the plat (all sheets) should begin with, "A SUBDIVISION OF PART OF......... 227. The abbreviated legal description under the title of the plat (all sheets) should have the words, "OF THIRD PRINCIPAL MERIDIAN" inserted after the word, "EAST'. 228. A statement should be placed on the plat to prohibit vehicular access to Fox Road and Pavillion Road from any lot within this subdivision. 229. Item number 8 of the Notes block (sheet 1) should state the actual or proposed pre- annexation zoning classification which will affect the lots within this subdivision. 230. The Easement Details (sheets 2 and 3) should be edited to reference Public Utility and Drainage Easements where Drainage and Utility Easements are presently shown. 231. There are small addition errors realized when summing the segments on either side of the common property lines for the following lots (sheet 2): • Lots 2-4 and 218 • Lots 6, land 42 • Lots 8, 40 and 41 • Lots 37, 38 and 39 • Lots 171, 172 and 184 • Lots 215, 216 and relate to centerline length • Lots 161, 162, 189 and 190 • Lots 21, 22 and 23 • Lots 22, 23, 24 and relate to centerline length G,Putrlic\Yorkville\P-".Y00441 Aspen Ridge Estates(Dresden)idocslMrywrotFinalEng&Plat05.doc 232. There are small addition errors realized when summing the segments on either side of the common property lines for the following lots (sheet 3): • Lots 122, 123, 124, 125, 126, 131, 132, 133, 134 and 135 • Lots 108, 109 and 225 • Lots 140, 203 and 204 • Lots 148, 199 and 200 • Lots 151, 152 and 198 • Lots 85, 86, 87, 90, 91 and 92 • Lots 85, 92, 93, 94 and 222 • Lots 100, 101 and 222 233. The 10-foot wide easements along the lot line common to Lots 5/6 should be labeled. 234. 10-foot wide easements should be provided on both sides of the lot line common to Lots 9 and 10, 9 and 37, 8 and 37. 235. Lot 23 must have a rear lot line easement width of at least 15 feet to encompass the proposed storm sewer shown on the engineering plans. 236. Lot 188 must have a rear lot line easement width of at least 15 feet to encompass the proposed storm sewer shown on the engineering plans. 237. The East line of Lot 217 should have a 10 foot wide Public Utility and Drainage Easement to encompass proposed storm sewer shown on the engineering plans. 238. The rear lot line easements in lots 95 and 96 should be 15 feet wide to encompass the proposed storm sewer shown on the engineering plans. 239. The easements depicted at the rear of Lots 44 through 55 should be evaluated to determine if the present widths need to be edited to encompass the proposed storm sewer shown on the engineering plans. Scaling of the plans results in storm sewer not being within the easement. 240. The section line shown on sheet 3 should be trimmed wherever it overlaps text. 241. The usage (open space) of Lot 225 should be added to the graphical portion of sheet 3. 242. Provisions for Conservation Easement, Natural Area and Open Space are not standard provisions developed by the United City of Yorkville, therefore proposed language should be submitted for review and approval. 243. The Right of way width should be labeled for the short street which intersects the westerly boundary of this subdivision. 244. The South line of Lot 55, by graphic appearance, should have a curve segment added with radius of 167.00 feet, (C-5 minus 33.00') G::Public\Yorkville`-2004\YU0441 Aspen Ridge Estates(Dresden)'docsllwywrotFinalEng&Plat05.doc r 245. The North line of Lot 56, by graphic appearance, should have a curve segment added with radius of 233.00 feet, C-5 plus 33.00') 246. The United City of Yorkville may want easements granted on the Park (Lot 224) for the proposed storm sewer shown on the engineering plans. CONCLUSIONS Our review of this Preliminary Plan will continue as the above comments are addressed by the developer and the design engineer and additional information is submitted as requested. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager PC: Mr. Bart Olson, Assistant City Administrator Mr. Travis Miller, Community Development Director Ms. Lynsey Johnson, Administrative Assistant Mr. Peter Huinker, P.E., SEC Mr. Paul Dresden c/o Marvin DeLahr PJH/DWS/GEK, SEC JTW/JWF, EEI G-�Pubtic\Yorkvillei2004;YO0441 Aspen fudge Estates(Dresden)\docs\lwywrotFinalEng&Plat05.doc SMITH ENGINEERING CONSULTANTS, INC. crvmlmu�FINAL PLAT OF SUBDIVISION OF ®Ga6�.NOBOR�T°� N�� ASPEN RIDGE ESTATES caw.TaE:o1o9x-,p-9sreo6.4.9 INar F6F:sTANOARD A SUBDIVISION OF PART OF SECTION 1,TOWNSHIP 36 NORTH,RANGE 6 EAST AND SECTION WE R a1n9d m 6,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YORKVILLE,FOX AND KENDALL TOWNSHIPS,KENDALL COUNTY, ILLINOIS l0i m FT AG GOT Sa FT. AG L01 AG i 1 T4 a r6 7218)03 iJl 1 974 n •••a� I n 91IN 41 13Y 111010.1 10.1 IzO000. JJ3]nJl t51 12090 as SOM /26M- 5 1"0'a%w r Deb all i33 )090 D. 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Y \ t0! \ IS 1a8&i Q IP rI,OOD 118 t95 12400 Qy NEST I I ` \ . /� „ \ \ •J� // b Y1,7lB 4 111 11,116-0.2 196 1$400 as ` \V/ N O ue99 a rTi_ 14441 a rp)!1]r1 a PEMNp NAY N I LOTH LOT. 4 Y� �� ti \ LoTm W -w 141 0.6 rN ice)a�rY9 a a -rETwNE er LATH IQra '8 , I �, 7OA \ Lm,N g/ C/ 30 14ns a tv r2ed a: 2'90 14841 o. ROAD Al P.0 l Lm1r / F Lml G y, 1 •b '� p wr ML Im 111 1�L ,, q \ `? 1 \j 3r J 217 a rP6 12000 as 101 Will a9t =01 6F 1 - y,I _ ,w ` SP I OrI a IPl 12N1 4 POP 399 a SOU OR LQrp 1 1 Lmw LOT 4 I Lm to s J - I I'�, PL yT 1 999 G 1]9 1 1Jl 0.♦ YOJ 1780. 11 SOOR UNE LOTp Lm II avaz Lm101 LOT \;r(My \ 1 OR L}E L/r' �� 31 1998.4 ly I al a P011 n61 aJ3 Lmr Lmw LOTm rg - \ sJ 17JU a i3o f]9r c-.aa5 11111 aJo SET 7E Lm,N - L.4BC 1\ \ J8 1419)Q rJr 1 601 O.JI 206 1 ]00 aJ0 1I0A9�EIlT d .y l• J) 14P99 0. rJS I Onl LOT. _..wW6TN IA1� lm In M b Lm 101 \ \ \ Je Izs90 0.] Iv 17°01 n0. AB MOT a. 6�I�'�`'' MIT 11 Lm 1tl 5.9 12390 O.T IJI 12000 a1 I oo a I.OT e1 L MITtn '}. 3 Lm]91 lm tar \ \ 60 ;LM O.Y 115 16.185 J 2101419)aJ MIT I 1 , �' � OA NO Lm 101 \\ \ ) 61 12590 0.1 IN 1 468 0. all 1410 Lm 1tl 1 6 'r Lm 1N�5 1 \\ \ ///--- .2-24q.a IJ7 ]11W 0.40112 12127 a LmI LOTtl lmR LATIN H LOT 1N L� 1 a 1LJ91 1% 13100° SIJ ILIA)a. 1 '� y -P ' ,N I/.�Lm/,tl `/ e4 Tam 43 1.19 I JOR Oa P11 12+17 A MITI 1 , LATH Lm,J 1 1 Lm ttl MITII - ��'� t I • \\ C / 65 13]HS a I}0 1 994° ll5 1 1%0.)l P'T'I�W"Q'JL/T 5 BB 12431 Iti 1 919 P16 14147 0. eP r� ` Lmrw IAf II 1 1 MITI \ \ e7 1]y0000. 191 I; aj 117 17,117 Q q MITN ,my LmM 1 Lm tm Lm tl` O YOj• � '? Ie l 896 0.41114 f;OP9 Q TIB IJ). 14 \ MIT 16 bTN \\ \ eD 71119 ns 111 I J%O.JI TI9]e9:rol6e LOTH LOT J) Lma 1 LOT 1N tm tw o 4 m1 4 \ M 41196 O.Jr 115 12959 a TZO 117,02526 1 ;6 /A LOTW LOT 731 `\ \ P t1a9J 0. !b 14190 dJ 221 22AM7 22A59 3.1 q \ 5 IT II 25 A to O A 71 IS199 a 1l] !1,971 Q all 120.1+1 2. ."13 19.9.11 G 118 t 968 Q 2Y 161 a3J 1 T•N 9 0 9 (0.q 6 `e ` Lmtl 75' 7� 1446i' J 119 4,B9D WE-]0.1 e!436 16e t� Js TLSI1 a rw u, aJO gas ea}6s 1.93 1 � `,MIrr Lm re - 1 uas99nrfl tw7CG /// 7ET0� _ 1 Lor sr oT 9, OOO9 a000a10+lV � � brm L�e 7 A-,, ' / • Lorn ImNAm 1• AALN PIPE MIT 56 t OTn Or IBbTm wT21 , Lpr r9 OTR LOTH Ip1w Lmw,MITw 0.09'A�M Ar CON(R OT.LOTw .`\ A LOT 1P j Lm7t L0f„ y.-E rlml 1 Lm. WH(JI PIPE LOr e9 "m3 m-111w J/L 1 Lmn 1 L1 SET OOMCRFrE Qd'xQPM• 1 LmN Lmw wrw Z \ BQH•�/E]Ir AAA iERLr LANG- C Iprn 17-e 1 HENCE Tm ITmLOr 0.r GnT�4o1. 1, LOT.,I I lHIC!'67�''6' W 1 1 Lm Pn c7pa ' =1 (" 9 - FaNO , 108' I RID N CON ME C ' Al y F�- 2 ANCH 3 SWMA y.-.AI11 ON LANE m B \ / 1� ,SA5.77 pA}yl P}� QJ6'CAST F POINT ITC (, - - tt OF Prof CCCCray��y{ BEGINNING Aby 04 es IARLA®LAIDI ` x LYHS}1®.101 VINO sRANE MOVUxENT aOL•06164 PER OW�� 1 Al L(wNER: y OURNE TABLE -/51515 ARE a5' CURVE LENGTH-RADIUS CHORD i CHORD BEAR6N0 NOR NG SOLI A EAST ANO XO LANE Cr 15.61 200.00 21M 3)•9'W GRAPHIC SCALE C2 J3M 25.00 JI.JJI N719ro0•W -, 743.09 785.00 705.46 'E NOTES C4 127.12-1OA 00 124.99 561 POST CS 258/ 200.00 25.80 N 1.ALL SEARACS AND O•SIANCES ARE BASED ON THE IU.NGIS STA/E PLANE CODROINA7 CE 19.24 100,00'. 19.21 J56'47E SISTM EAST TOME. (� 201 C7 691.15 441 00'. 62115 1,50V r IneN 900 fL C8 601.15 440.00 622.25 5 W',OE 2. UNLESS S7Aim ODIERMSE.ALL GS[MEN14!SETBACK LIES ME HEREBY ARAN 1.0. C9 18.04 1500 26.59 79'W CIO 1228 20Q 09 4120 'W 3 ALL AREAS 54011N ARE MORE OR LfSS. I1M IILF A1I1160Y Cif OR 1000.00 B 56 SI274'WF 4.JI4'SIFZL PIPES TO BE SET O ALL EXTERIOR CORNERS MUSS OMFRNISE NORO. C12 157.04 200.00 15104 N • 71'W J,/4 STEEL P/PES TO SE SET AT ALL INTERIOR GARNERS WRBN 11 LAWNS OF 11 O F CI3 187.75 200.00 162.87 5575070' RECOROADOI! LAND USE ACREAGE TOTAL ACRES C14 311.87 240.00 290.89 N9854'41'W .9N E FAIRY A ED 71.49 o0.. 57X C15 186.J7 130.00 I86.if NO3:7136F 5 DIMENSIONS ALONG C/RH5 ARE ARC DISTANCES UIVLSS O"MRINSE NOTED. RETENTION OPEN SPACE 28.77 o0. 23 i CIO 3385 10400 .14.69 N17N' PART( f. 0c T C17 M2.88 250.00 AIR AJ 519'0.5'I1. 5.NO DIMONSCINS_WU BE ASSUMED BY SCALING /INTERNAL R.aW. 1.SJ C/8 68330 435.00 615181 NJBSf'50'E 7.ALL ROAD p/Oy/5-Ac_1}Ay ARE HEREBY DEDICATED TO ME UN7FD CITY CF EXIEWAL R.O.W. 2.58 vc 2x _ OLN41Y UN/TS CIO 16.99 30.00 1677 SDFMW W YORKWLLE UNLESS OMERWSE NO". 70TAL CROSS ACRES 12385 0". 1001 1.77 8u ac 1/70 277 CZO 81.75 500.001 84.1.4 _NI_259_'10"W C21 706.06 430.001 06.40'..- 'N B.CURRENT RAVING C,MIS PROPERTY 6 YTMKWLLE R-2 SEE ANNEXATION AND ZONING MINIMUM LOT IS 12,000 s0. K. 121 15108 _100.00 141.1?'. y AGREEMENT FOR ANY FORMER DETAILS. MAX6W JW LOT SIZE:24,797 90. N. AVERAGE LOT CZY 15708 100.00 141,42 51•SO-W A NO LOT SHALL HAVE DIRECT KHAC.LAR ACCESS TO FOX ROAD OR PAWLL"ROAD, SIZE, 14,451 eR. N., C24 15708 100.00 W.4Y 530870E -- US 157.09 100.00 141.42 N 31'30'1. la TAX IDENTBICAROV NUMBERS OF PARENT TRACT PRIOR M SUSDIWOIG THIS C26 156.56 1000.00 25586 N79 50E PROPERTY.04-01-126-00t 1 06-06-J01-001. C27 194.04 J65.00 191676 40 r4 E II.LOT 222 224 AND 225 ARE HEREBY CONVEYED TO DIE UMTED ON OF YOFKl1LLE STAI�A/ARD A�2EY/.47ICr+6 - C26 167.75 206 nn 16297 Nm U9'SO'W B.£L-BUILDING S:INACK IJNE C29 40.15 25.00 35.97 M9'3BY IB LOT 114 97q 924 721 AAD y3 ARE HEREBY IXSVMYID 7D 1HF`ASPEN AIOGE .. P.aa--POINT OF BEDIwANC C 35_J _15..00 J247 N417672'W NONEDNNER'S A95DOAROL' D.E.-LANDSCAPE _ "Y� :. LE-LANnSCME EASEMENT CJ! 3927 1SOO 45.36 NJ53131'E R.OW-RIGHT O'WAY C32 39.27 2500 3536 _N5177'27-W 11 AN EXCLL9H:BLANKET EASEMENT FOR ACCESS IS HEREBY CRAM70 TO ME UA}ED P.U.1 O.E.-PUBLIC UOLIrr&DRAINAGE EASEMENT CITY OF YOVMTJE OM?LOT 718.219,22a 221 AND 223 PLEASE REFER TO COTENANTS `- + GtT J6 nl 2500 42.98' wows'19 AND RESTRICTIONS FOR LANOIIAGE AND OESGRP IONS ddECCC SME-SS WA ffll MANAGEMENT CASEMENT C11 40.27 1500 J6.01 NJ4385 R-ARC LE CJS 89.84 150.00 8851 NZS77M'W I4 LOTS 222 ANO 125 a SONAIED AS'BIKE MAY EASEMENT'SNALL BE EDWIN.HY A L-ARC LENGTH C36 18.62 15.W 10.12 14 P'W BONNET pUBIJC URLITY AND DRAINAGE EASEMENT CB-l7lAPo 8£0.90.1 C-17 1376 2500'; 22.87 N3571'42'w CH-CHOW DISTANCE --- C36 J813 2500,. 34.54 N867539'E ��,,I•� -� L. C39 44.56 IS.OI'.. 3I.87 N1076Y0'W SITE LOCATION IyTAyF- C40 46.07 2500 J-102 N497'f � 1�F•� Cot 3635 25.00 J32J N47'J'4 T-1CL.yN-ECT C42 39.51 25.00 J153 N67' CPS 39.0.1 25,DO 35.18 N2226WT C44 49.27 2500 JSJB 553M70 �'�t ��' Y"' CENfERUNE C45 .27 2500 6 A ? ----- C49 39.271 25.00 J138 0 1R'1tIwWA 4 BOUNDARY LINE C47 4817 25.00._35 JB N Y ���BBB���••••••��1 y - yyy C48 3927 2500 AS AS NOjVr 18 IT�T7''�' y Iy, TA, .+ ' HIGNT-WAY LANE C49 J9.17 2500 3536 f' 050 J6.00 25.00 J5n9 S533J•4rY 7 ' °'" !' '" - LOT LINE C51 38.96 2500 J5.84 D4 2e _ - - 052 39.27 7500 J5.J6 N7 ' BUILDING SETBACK LINE CSJ 39.27 2500 35.36 Y6191'W it 154 3792 2500 J4.J9 509.8' ml!+P 1N , .. __--__-_--_ EASEMENT I.dE 4 1 C55 46.41 25.00 36.86 127145-E 1,. -._- 156 36.11 15.00 3528 N ITT-q 151g8"Y '1P)e :(' EXISRNG OE9ELOPf'MENT C57 J6.41 25.09 3318 I - cm 41.70 25.DO 37.03 S35'SS d E 1• 1 C59 3927 2500 IN N ii,,j `6^a,.�.r Mv,\1 1+J 40.'• C60 3927-_..2500 3536 'f'W } 19.1 bn.•5 '4NI GGGY fLl . Get J712 2500 J3.80 4 '1 .4! +L FIV4L TEAT C91 20.25 25.00 � �/sov C63 2J.20 25.00 22 J8 Nil-25'9'E �` FJPLYti• �1'�'�� � C94 J6.J8 2500 JU20 SSIV9'11'w ASF19�/ R107LE ESTATES C65 36.26 25.00 J11s si•• :Ilu. an rowv61 F LLAOS 166 38.31 2500 4321 C67 36.31 15.00 J1 P1 N59 c68 21.76 25.00 21.08 5335777E 16SryL I-' .may • C69 21.76 2500 21.09 9Nr ACP "'�N L REN!_AL9 OM}1 BY: BET: OAIE: PROJECT NO. k C70 39.27 1500 3536 f' 'W 19PS' =21 09106lb5 040908.03-4 C77 39.27 2500 3536 •f' TT s�I f"!' Z' 3 1 P.9.41a LLC 2 NR0 B 1Ad DSN RY: TNT: !10162 SCALE: %Off N0. C12 157 OR 100.00 141,42 N i T TT I ^ ) 3 - 1•- C73 2421 25.00 1327 ST9' 77' ROT 1G A GTIK B'h. TNT: INERT SCALE: I of 4 C74 19.09 25.00 18.63 N I I'w 5 CLD N A SMITH ENGINEERING CONSULTANTS, INC. C 9 FINAL PLAT OF 1/9TROCT KAL 1KG N8L1S AND sU10PY0R6 nimots Moi6551o?"L"S"p,]Ey/•fe4 wolm ASPEN RIDGE ESTATES SUBDIVISION OMP{R• p9ppe_�y0 wLOi f1LF:5)AA9YRe T SECTION 1,TOWNSHIP 36 NORTH,RANGE 6 EAST AND SECTION 6,TOWNSHIP 36 NORTH, � -a RANGE 7 EAST, IN THE UNITED CITY OF YORKVILLE,FOX AND KENDALL TOWNSHIPS, KENDALL COUNTY,ILLINOIS a GRAPHIC SCALE (u ET1T 7 7 la9n-too K / 21ad l >N falSlNJe R.°.M! 1 50'L SL .1 / �/`/ - /// IRE � •''i.s� C55�.� { / /P 38A•96 /// o.'eo• ''s I/ 63 9A / Vo4,. aa's ,ti l{; IsRF. aev vACEJ \ to, yYtB� .1 ,�O �v,32.•79 1'. \o \s- / V ABg. y1 / UE $j5 a5' 1I 3YE 1 �l'2�arrr 'J /y:9 ,MyS,�ed W� '�L�.;yq• _t74.is' °^° � icUi �i ed 2d .,!,wR va 4 sent 4 �� N2c' V 2'1 aassr' 4 ara_ �� '3t'S0'F L i71C� ,' X10• u. �,a 4. eM49. �- ' senl'ww 161'TMo� p�$. is -" aexaY _ cVa 11 `9 7r. 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J ati / > �i 51( t•, 2 W6JiF ary SILRV SEAERS SMVIARY Stl1ER5 a4 IIfi RF 1 uAws.vr Rw xalc sine Lor LWES A 1ANw.29 emr WOe v. t �tl _or,m I AS•� ¢.w.. $ rfo r¢r Rw motJ uwry ANO oWAWACE usuwr shut se �8'81 �8.w 1--10- 11 6T.co' 1 ram, e>:S�oT �>�i�•¢ a I c P' ?1�.E `S. �\ FROwo[o As 9 .r¢n " ez.00• ak. 81t ,,,kkb��/ >E '•' b. }1 4 \ \ J ORY VrILIt!ES NOT ro OE BAS1A[LFO WiNN IIIE IXNf£RYAlAWI 6200' 1 6a0d 1 %\ •�, us2ut2r2 °.`�°62.x' . eaoo' rl To'-T6'LGISERW 11W y 1 IN 1_1 EA9fJ6:Nr 1N6151 50 E g $1�Lor $m r• �. 0°I i@< \�a 35�� dI� Lorin ` >En BI,,nA+ ¢ an 1 I2 .°'REAR $ .— -SEruAOx _ r 3'aeuc-� rRACr� �to 1 mL rwE 6poo' fA �-- _• I N,y°_ -�¢�'7J c ,°3 �4°�/ A'c°:tt \ \ uv.smE I 1 .I,oe'.�- NBA- i' t�_a>'$" "n'.v ..w' 19e �.IA.1e _ " $I.R LPR-/ror•W•II erL`a,eL•E .Y-•�- 3y9.W-- U >a,¢ �~ ""1�;'.' 1�= ,3q S?P —.I) i5 dPEA eJl 9i0. _ O'• �� \ S'O.ercAE -•�� � 414' %:f 1�16' 3Nr°� u¢ J93 J2 0, a MSS• ' ^� \\ ___-- T4 8 \ vs J r — —�1 3.S3.M Ku:.°..la' 8, 1 14615' -h�s7)aWT "U.F} 18,51•f0•f Yn �• Ly0.01' AwvW1r- w:c. g 1 a fe2oo'� N I 80.38 AZ� u}r —rnr ro scuE - H �, afm :�c � Low 58151'S0•w� o JJ� E.'inJA.ee. �'1• I ,`A OL, �., 'nv.e � _ �,� y1u°''... �.. .. yIr w f 1'1 15°14 a9.rr-/E-FAM9.Y .0 \ 13�a�°,� 5el5iw• 1 iv N80�°•43•E _ r10, a� 60.Oe' $� - .__ Lm rV � N 9RAdAA� E„ir-Ad9,fT L7ETAY °u c h A45• n� j� haw v. 1 8- 'I wr°s P 1� U� t5e.Je' `cy° .. mcm ALL LOTS 9,NLL kA fs 00 PCIOT 00 MOOT,A.4R AV•D 0 10C1T 5p13r �'� '°� LOTT. w S01° 1 '� 1 150W_ Sm ufi/TY E DQ41 Ge aAsmwg/A .o'r L ;,,,; I I ra 1{ �EA.aAVnr onm says ARf rmuc uNt[.ss omww.sE xm+arm L / .Qw;V »L 8 us, LNGS4 077R ACMD m _ _ OT— • `O° R. g, 26,Sgp'Rg42"N I _ WWn[arr amw se,leres sA,MU.°r.s.oas c+wLr[A war y n y v g� `- IsWle ARE R t AL 90E I”LWES,A YMIWIAI Ti0 raor WOE .f 1 ' HEFT fXJI 59YJ 1-1 AMU GRA9U°[FASF Vr 91A4 IE mJ10olwfn AS WwRa,><u. 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MOWZ 9CAlE: SHkIT NO- PRp+fR1Y NT VRT SCALE'CIE BY : Of< 3 ".O ••/A SMITH ENGINEERING CONSULTANTS, INC. crm/rmuCnnW"B omm AND SUePEYOPS FINAL PLAT OF � n = ASPEN RIDGE ESTATES SUBDIVISION Jmas PROFdBroNAi DLBIGR KM/tea-000toe c•Lwr.F1L c+DW1v-y d.D Ror FMESrAHGMO SECTION 1,TOWNSHIP 36 NORTH,RANGE 6 EAST AND SECTION 6,TOWNSHIP 36 NORTH, NEM o+csx-a RANGE 7 EAST, iN THE UNITED CITY OF YORKVILLE,FOX AND KENDALL TOWNSHIPS, KENDALL COUNTY,ILLINOIS SCHQQL DISTRICT CER-nFICATE STATE OF IWNGIS )55 O'MR:FR'S CERTIFICATE COUNTY OF STATE OF ILLINOIS ) AM r.fo arNlry Mw I,_ m D.nr d IPM )55 s IRFACE WATER STATEMENT h.PmPArfr hreh Q•a Rd b aw sN-A(WOR`ah,dr.1 e. 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RVG-' ESTATES o.9Hrcw•Ho•mwucn.L lA•.mE luaa m.NnTOnAPFADN.rYarMn'cDWI(W mM p+anMrsw aw.o amlvm.,n Me plant rvinda min:wm.rwa bF p paler:Im.rrwy aul 2001 V81t_, S PREPARED FOR:Development Construction Sosse : TNT: DAIS: ' JKT 09 OB ' Cd09G&OJ-4 f9?50 Evxratt Lone, SuitB f01 . ALT: HOPIZ SCNE: HD• Lokeno, lltinafs 60448 NoN£:.WT: NEAT SCALE: 4 of 4 3 UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# APPLICATION & PETITION Please Check One: x Preliminary Plan Final Plat Development Name: Kleinwachter Date of Submission: 5/i5�06 1. Name of Petitioner(s): Old Second Bank Trust #8051 Address: 1201 Game Farm Rd. Yorkville, IL 60560 Phone Number: (630) 553-5156 Fax Number: (630) 6s�-5156 2. a). Street address and physical location of subject property: Route 47 Yorkville, IL 60560 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 9.81 .3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attnrnev Daniel 1. Kramer phnne• 553-9500 fax• 553-5764 Attorney: Name: Daniel J Kramer Address: 1107A S. Bridge St. Yorkville, IL 60560 Phone Number: 553-9500 Fax Number: 553-5764 Engineer: Name: Petle Huinker - Smith Engineering Address: 759 John St., Yorkville, IL 60560 Phone Number: 553-7560 Fax Number: 553-7646 Land Planner: Name: Emo Fufori - Schoppe Design Address: 126 S Main St. , Yorkville, IL 60560 Phone Number: 551-3355 Fax Number: 551-3639 Page I of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of- 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: J 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 I `�h� day of� , 200 . Notary Seal THIS APPLICATION MUST BE NOTARIZED. " OFFICIAL SEAL" COLLEEN HANSOM NOTARY PUBI.IC c?^ MY`rov,; X007 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc., to allow timely review by City. *Fees: 1. Preliminary Plan Fee - $500/Final Plat Fee- $500 a. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit- up to 1 acre = $1,000; over 1 acre but not over 10 = $2,00 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100 = $10,000 over 100 acres= $20,000 c. Deposit for Outside Consultants -under 2 acres= $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official,Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper,prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records)to the Deputy Clerk,United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. ''° J � cC - c . 6z Lei` D e Signature of Nf loner . 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 corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 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 I 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 I. 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. I 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 RESIDENTIAL PROPERTY: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE WESTERLY, ALONG THE SOUTHERLY LINE OF SAID SECTION 2672.0 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST, ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE, 869.22 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST 615.0 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, ALONG AN OLD CLAIM LINE, 415.50 FEET; THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.60 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, 165.00 FEET; THENCE NORTH 21 DEGREES 10 MINUTES 38 SECONDS WEST, 66.13 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, 184.50 FEET; THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 558.89 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS AND CONTAINING 5.300 ACRES. COMMERCIAL PROPERTY: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9 TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE WESTERLY, ALONG THE SOUTHERLY LINE OF SAID SECTION, 2672.0 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST,ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE, 869.22 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST 615.0 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, ALONG AN OLD CLAIM LINE, 2297.34 FEET; THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, ALONG AN OLD CLAIM LINE. 415.50; THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.62 FEET FOR THE POINT OF BEGINNING: THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.62 FEET FOR THE POINT OF BEGINNING: THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 471.91 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID ILLINOIS STATE ROUTE NO. 47; THENCE NORTHWESTERLY, ALONG SAID WESTERLY RIGHT-OF-WAY BEING A CURVE TO THE LEFT WITH A RADIUS OF 5395.88 AND A CHORD BEARING OF NORTH 25 DEGREES 01 MINUTES 51 SECONDS WEST AN ARC DISTANCE OF 415.61 FEET: THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 466.70 FEET; THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, 184.50 FEET: THENCE SOUTH 21 DEGREES 12 MINUTES 22 SECONDS EAST, 66.13 FEET: THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, 165.00 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP,KENDALL COUNTY, ILLINOIS AND CONTAINING 4.500 ACRES United City of Yorkville Memo 800 Game Farm Road im Yorkville, Illinois 60560 Telephone: 630-553-8545 ' Fax: 630-553-3436 v` LE Date: June 13, 2006 To: Lynsey Johnson From: Laura Haake CC: Travis Miller,Joe Wywrot,Anna Kurtzman,Dave Mogle Subject: Kleinwachter Preliminary Landscape Review After reviewing the Preliminary Landscape Plan for the Kleinwachter Property dated May 9,2006 prepared by Schoppe Design Associates, Inc., I have prepared the following comments: Preliminary Landscape Plan 1. All Acer x fremanii `Autumn Blaze' and Acer x fremanii `Morton' must be removed from the plan and substituted with an approved species. 2. Indicate the location of all freestanding electrical equipment(i.e. street lamps and parking lot lights)as well as fire hydrants on the landscape plan.All parkway trees shall be a minimum of 20' (twenty feet) from these items. June 15, 2006 Mr. Pete Huinker Smith Engineering Consultants, Inc. 759 John Street Yorkville, Illinois 60560 Re: Kleinwachter Property—Preliminary Plan Review Dear Pete: I have reviewed the proposed preliminary plan, dated 1/12/06 and received 5/16/06, and have the following comments: • The plan should be submitted to IDOT, Yorkville-Bristol Sanitary District, and Bristol-Kendall Fire Protection District for review. IDOT may require ROW dedication. • Our Building Department and Community Development Department will also provide review comments. • A stormwater management report should be submitted for review. • A field tile survey should be prepared and submitted for review. • Add a note stating that approval of all private lot developments shall be handled separately. The size of the non-residential lots should be evaluated at this time, however,to confirm that setback issues are not a problem for the anticipated building sizes, onsite parking, and drop-off lane configurations. • Add a note stating that hydrant, valve, and manhole locations, as well as watermain sizing, sewer sizing, and easement dimensions shall be addressed during final plan design. • The embankment slopes of the detention basins appear to be 4:1. The maximum allowable slope is 5:1. • The top of the detention basin embankment slopes should be at least 10 feet from the ROW line. • Add a note stating that the existing driveway and access to Route 47 shall be abandoned after the new roadway is constructed. • Show depressed curb running through the 4 driveway entrances near Stations 104+00 and 105+50. • The streetlight near at Sta. 102+00 should be moved to the common lot line between Lots 12 and 13. The streetlight near Sta. 105+00 should be moved to the east to also provide to light to the proposed driveway entrances. • Storm sewer trunk lines should not flow through curb drains. Revise to show the storm sewer extending east from Sta. 106+00 to the storm sewer crossing the road near Sta. 107+00. Delete the storm sewer draining to the north basin from the set of curb drains near Sta. 106+00. • This property is proposed to be located in the same water pressure zone as Raintree Village. The anticipated water pressures on the first floors will be in the 72-76 PSI range. • Call for a valve to be cut into the existing 12"watermain on Route 47 between the two connection points for the new watermain. This plan is scheduled for review at the Plan Council meeting of June 22, 2006. If you have any questions regarding this matter,please call me at 553-8527. Very truly yours, Joseph Wywrot City Engineer Cc: John Crois, Interim City Administrator Travis Miller, Community Development Director LOCATION WP CAT - KLEINWACHTER PROPERTY �- �,�..e- `.✓ � Yorkville, Illinois -Ism'�. K.GRAVES / ; i / 1 �b ON Al Zoning / � Kendall County DAYCARE 12,500 S.F. /, �• OT I s`.wM ���� y,A LEGAL DESCRIPTION BERM TO BC �* 4 CONSTRUCTED AT THE 56/ ' +4 - / � TIME OF RE'71DENTIAL 'Pe" DEVELOPME;IT FYI'TING DRIVE 10 BE REMOVED i(o $e ✓" e15µyg !�( P ' / ' `vo4 \ .., acs LoT SWM , \\ 5 °" l A ,1y/ �.- u.,wo w,w� •,S �. Y sETeMCK 7 � -" .�� � `ai f �J� / .- •�/ � d coo t i �3. – ^«.d - s C ••.I \11' / /' NOTE: ` 0.97 Ac. / ^ � ^cY• l \` 1 " •.e \ `. l.m..e... .. < 1.CURRENT ZONING-A-1,KENDALL ..«-..< ��Pa°S�� N ��T§ \ 7k1Ce` GSE�p/-/ COUNTY 2.ALL LOTS ZONED R-2 TO HAVE MINIMUM _ 4•W�- __. _____.__ toib/ •\ \ �' i 1) o°` ((� -y 80'LOT WIDTH AT THE BLDG.SETBACK LINE. TYPICAL STREET SECTION R'sq 500 18 ',•..� � -� � COMMERCIAL 10 BUILDING 9,500 S.F. ".. uMe SITE DATA „�" newocuce.o �". ,1 ,4+4 sq R• fAxeS� �_� - '-- — Current Zoning A-1 Agnmft re ProPomd Zoning R-276-3 \.✓ a.wr r s,vo �— 1 L - -- I.I 9.^ `' ,,• i V 12 12 8 :a SCS\ 4 '' / 1.22 Ac. BUILDING POTTINGER FARMS B3 Zoning 1PxMee,.s" ,147%xm e'ao" ty Kendall Coun o%L.L.C. � p Al Zoning +o e ea%% .01 n, leI%Kendall County L :x Open spree ..ee AC. 133% ` q i North DATE' fe% RR 1 04-20-2008 Sow neaa,o� au.fREV g SD• REV.2 05-03-2006 g= lam! Y !30* & SCALE:1"=SO' REV.3 05-09.2006 TYPICAL LOT DIAGRAM N.T.S. a OWNER SURVEYOR: PREPARED BY: PRELIMINARY Phillip D. Young and Associates,h1 . SCIIOPPE DESIGN ASSOCIATES, INC. HERB & PAM KLEINWACHTER - LAND SURVEYING- TOPOGRAPHIC MAPPING -Lic.#184-002775 Landscape Archi7echrre and Land Planning PLAN 201 Game Farm Road 1107B South Bridge Street 126 S.MAIN STREET PH.(630)551-3355 Yorkville,Illinois 60560 Yorkville,Illinois 60560 e I' Telephone(630)553-1580 OSWEGO,IL 60543 FAX(630)551-3639 I t LOCATION MAP l KLEINWACHTER PROPERTY x Yorkville, Illinois 6-QMA 7 QRU I r �I j 23 VJU \-s.\ 81T FF" 15-VJU <� 9-PCC A 1 Z Zoning 17-AAB \ N Kend ill County 9-ASA 8 LOT 1 33-CRA 35-SMP S.w.M \; A y 1E-VJUi ; T 4 G ,0 _ 1.44 Ac. 3-PME 1-8'2-19 T \ 6-AF 18-GTI MAT RIAL$LL5_. . \ 5 n` f aa° S.wM _ � � 17.795 sq,ft. +� \. 15-CRA i \ 17.105 sq.ft. s=� .� 1 / / �••, w-. ,ate I 7 5 FAM 7A� U \ 0.97 Ac. Y-- •�` .,ym - -PCC 1• 6 F \c� 30'. (S) i 12 SMP 12-ZAB 33-SMP 32-CRA / \r 16,500 11 sq.ft. 10 au co.nwe ,nom. n y I sq. �I 21 -AAB 11P// N05, 8-ASA 12 411 sq.ft. \.. \/ 6-TCO SCS DIVERSITY CHART \ 1 22 AC: \ BUILDING f - POTTINGER FARMS Y B3 Zoning L.L.C. :.-. .00 Kendall County Al Zoning `w ��'o r Kendall County \ /� 25' 100' 200' 'x„ \ �� North " DATE: t0-04-2005 / I REV t 05-0}2006 ••'* REV 2 05-09-2000 SCALE:V•60' --...--+.• ++... -. e PRELIMINARY OWNER SURVEYOR PREPARED ! I� Phillip D. Young and Associates, Inc. SCHOPPE DESIGN ASSOCIATES, INC. 1 HERB & PAM KLEINWACHTER DNO SURVEYING - TOPOGRAPHIC MAPPING -LJc#184-002775 I Landscape Architecture and Land Planning LANDSCAPE PLAN 201 Game Farm Road 11078 South Bridge Street rkvi Illinois 60560 Yorkville,Illinois 60560 126 S.MAIN STREET PH.(630)551-3355 g ys Telephone(630)553-1580 OSWEGO,11,60543 FAX(630)551-3639 R 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 Six Pillars of Development Name: Yorkville Date of Submission: 5/26/06 Requesting: UAnnexation )aZoning [] Planned Unit Development [] Special Use: 1. Name of Petitioner(s): Hallmark Homes, L.L.C. Address: 4949 Harrison Avenue Rockford Illinois 61108 Phone Number: 815/877-1537 Fax Number: 815/877-5570 Relationship of Petitioner(s)to subject property: [] Owner [] Developer MContract Purchaser 2. Name of holder of legal title, if different from#1: See attached 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: Yorkville, IL (ii). Zoning of surrounding parcels: North: AG South: AG East: AG West: AG b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 350.367 Page 1 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: See attached e). Current Zoning Classification: AG f). Zoning Classification Requested: R2 g). Is this property within City limits? Yes X No,requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit`B". 5. List all governmental entities or agencies required to receive notice under Illinois law: 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? 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: David Branch, Hallmark Homes, L.L.C. , 4949 Harrison Ave. , Rockford, IL 61108 Phone 815/877-1537 Fax 815/877-5570 Attorney: Name: Address: Phone Number: Fax Number: Engineer: Name: Smith Engineering Consultant, Inc. (Pete Huinker) Address: 759 John Street, Yorkville, IL 60560 Phone Number: 630/553-7560 Fax Number: 630/553-7646 Land Planner: Name: Land Vision (Dave Waden) Address: 116 W. Main Street, Suite 208, St. Charles, IL 60174 Phone Number: 630/584-0591 Fax Number: 630/584-0592 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: Igo. rib, o Petitioner(s)jSignature: (All legal property owners signatures must appear on this application.) Subscribed and sworn to before me this Dais.*" day of Gu•1 , 200 . Notary Seal OFFICIAL SEAL THIS APPLICATION MUST E NOTARIZED. JENNIFER ANNETT'E GROBE NOTARY NOLIG,STATE=OP ILLINOIS MY COMMISSION EXRIRI§9®.14 g @0 Page 3 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning- $250 plus $10 per acre for each acre over 5 acres b. Rezoning only- $200 plus $10 per acre for each acre over 5 acres c. Special Use- $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. e. Planned Unit Development fee- $500 f. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10= $2,500 over 10 acres, but not over 40= $5,000 over 40 acres, but not over 100= $10,000 over 100 acres= $20,000 g. Deposit for Outside Consultants -under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4ffi 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 Cyittyy of Yorkville, 800 Game Farm Road,Yorkville, Illinois 60560. Date: 1 + 1[ 1Z-00 Signature of Petitioner Page 5 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 HOLDER OF LEGAL TITLE 1. Floyd Allen Lindholm declaration of living trust dated August 14, 2000 as to an undivided one half interest, as tenant in common: and Carol Jean Lindholm Declaration of living trust dated August 14, 2000 as to an individed one half interest, as tenant in common. 2. Seth Covell Sleezer V, as trustee under trust agreement dated April 3, 1981 and known as the Kay Elizabeth Sleezer trust and Seth Covell Sleezer V. as trustee under trust agreement dated April 3, 1981 and known as the Seth Covell Sleezer V Trust. 3. Frederick H. Dickson ]KENDALL COUNTY PARCEL NUMBER(S) 02-19-400-006 05-17-300-001 (Part of) 05-17-300-003 (Part of) 05-18-400-006 (Part of) 05-19-200-001 (Part of) 05-18-400-010 (Part of) 05-18-400-008 (Part of) 05-19-400-005 CERI1H CAFE UY SURVEY STATE OF ILLINOIS ) 'Fred H. Dickson 100 acres ( SS Seth Sleezer 60 acres COUNTY OF OGLE ) I, Dale E. Wallace, an Illinois Professional Land Surveyor, hereby certify that the following described property was surveyed by me or under my direct supervision. I further certify that this plat is a true and correct representation of said survey to the best of my knowledge and belief. Dimensions are given in feet and decimals of a foot thereof. Bearings shown hereon are in degrees, minutes and seconds. Bearings are for description purposes and relative only to each other. OF PROPERTY DESCRIBED AS: The Southeast Quarter of Section 19, Township 36 North, Range 7 East of the Third Principal Meridian, bounded and described as follows: Beginning at the Southeast Corner of said Section 19; thence South 89 degrees 53 minutes k 47 seconds West along the South Line of said Southeast Quarter, a distance of 2646.98 feet to the Southwest Comer of said Southeast Quarter; thence North 0 degrees 24 minutes 44 seconds East along the West Line of said Southeast Quarter, a distance of 2638.26 feet to the Northwest Corner of said Southeast Quarter; thence North 89 degrees 47 minutes 31 seconds East along the North Line of said Southeast Quarter, a distance of 2644.04 feet to the Northeast Coiner of said Southeast Quarter; thence South 0 degrees 20 minutes 51 seconds West along the East Line of said Southeast Quarter, a distance of 2643.05 feet to the Point of Beginning, containing 160.367 acres, more or less, subject to that land being used for public road purposes and also subject to all easements, agreements, county codes and/or ordinances of record, if any, all situated in the Township of Kendall, the County of Kendall and the State of Illinois. Dated this 6th day f Becember 2005, A.D., at the office of Survey-Tech. DalA. W ace, Illinois Professional '-,,ZS 89.26 a of� POINT OF BEG INNING 271.06' NORTHEAST CORNER OF SECTION 19 STATE OF ILLINOIS CERTIFICATE OF SURVEY Floyd and Carol Lindholm } (SS X90 cre* COUNTY OF OGLE ) I, Dale E. Wallace, an Illinois Professional Land Surveyor, hereby certify that the following described property was surveyed by me or under my direct supervision. I further certify that this plat is a true and correct representation of said survey to the best of my knowledge and belief. Dimensions are given in feet and decimals of a foot thereof. Bearings shown hereon are in degrees,minutes and seconds. Bearings are for description purposes and relative only to each other. OF PROPERTY DESCRIBED AS: Part of Section 18; part of the Northeast Quarter of Section 19 and part of the Southwest Quarter of Section 17, all in Township 36 North, Range 7 East of the Third Principal Meridian, bounded and described as follows: 1 Beginning at the Northeast Comer of said Section 19; thence South 89 degrees 53 1 minutes 08 seconds West along the North Line of said Section 19, a distance of 1320.25 1 feet to the Northeast Comer of the West-half of the Northeast Quarter of said Section 19; thence South 0 degrees 22 minutes 27 seconds West along the East Line of the West-half of the Northeast Quarter said Section 19, a distance of 2645.49 feet to the Southeast Comer of the West-half of said Northeast Quarter; thence South 89 degrees 47 minutes 31 seconds West along the South Line of the West-half of said Northeast Quarter, a distance of 1322.02 feet to the Southwest Corner of said Northeast Quarter;thence North < 0 degrees 24 minutes 44 seconds East along the West Line of said Northeast Quarter, a � distance of 1323.83 feet to the Northwest Comer of the Southwest Quarter of said Northeast Quarter;thence North 89 degrees 50 minutes 20 seconds East along the North cv Line of the Southwest Quarter of said Northeast Quarter, a distance of 1083.30 feet; thence North 33 degrees 43 minutes 26 seconds West, a distance of 1958.97 feet;thence North 56 degrees 17 minutes 32 seconds East, a distance of 216.86 feet;thence North 26 degrees 31 minutes 00 seconds West, a distance of 581.88 feet; thence North 63 degrees 1 29 minutes 00 seconds East, a distance of 208.71 feet; thence North 26 degrees 31 minutes 00 seconds West, a distance of 208.71 feet to the Centerline of a public road I N designated Highpoint Road; thence North 63 degrees 29 minutes 00 seconds East along 1 N said Centerline, a distance of 480.35 feet to the beginning of a curve; thence F4 Northeasterly along said Centerline, said line being curved to the left, having a radius of O 580.02 feet, a central angle of 33 degrees 45 minutes 58 seconds, a chord bearing of V) North 46 degrees 36 minutes 01 second East and an arc distance of 341.82 feet to the termination of said curve; thence North 29 degrees 43 minutes 00 seconds East along said Centerline, a distance of 801.65 feet;thence North 29 degrees 46 minutes 43 seconds East along said Centerline, a distance of 146.70 feet;thence South 67 degrees 08 minutes 51 seconds East, a distance of 1926.68 feet to a monumented Line; thence South 0 x degrees 18 minutes 00 seconds West along said monumented Line, a distance of 1742.87 feet to the -South Line of the Southwest Quarter of said Section 17; thence South 89 degrees 26.minutes 29 seconds West along said South Line, a distance of 271.06 feet to , ............;" the Point of Beginning, containing 190.000 acres, more or less, subject to that land being ,:�°� JI-r used for public road purposes and also subject to all easements, agreements, county codes and/or ordinances of record, if any, all situated in the Township of Kendall, the County of Kendall and the State of Illinois. 1 LA 3§ x c ^ is Dated this 6th day Dec 'ber 2005,A.D. ;a�the office of Survey-Tech. v rp. H�I SW t M Dale E. Wall ,ace Illinois Professional Land Surveyor No. 35-2821 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 Six Pillars of Development Name: Yorkville Date of Submission: 5/26/06 Requesting: VcAnnexation $JZoning [] Planned Unit Development [] Special Use: 1. Name of Petitioner(s): Hallmark Homes, L.L.C. Address: 4949 Harrison Avenue, Rockford, Illinois 61108 Phone Number: 815/877-1537 Fax Number: 815/877-5570 Relationship of Petitioner(s) to subject property: [] Owner [] Developer gContract Purchaser 2. Name of holder of legal title, if different from#1: Robert A. Dhuse and Toni L. Dhuse 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: 9095 Immanuel Road, Yorkville, IL 60560 (ii). Zoning of surrounding parcels: North: AG South: AG East: AG West: AG b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 85.017 Page 1 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 05-20-100-004 and 05-17-300-015 e). Current Zoning Classification: AG f). Zoning Classification Requested: R1 g). Is this property within City limits? Yes X No,requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit`B". 5. List all governmental entities or agencies required to receive notice under Illinois law: 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? Yes If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: David Branch, Hallmark Homes, L.L.C. , 4949 Harrison Ave. , Rockford, IL 61108 Phone 815/877-1537 Fax 815/877-5570 Attorney: Name: Address: Phone Number: Fax Number: Engineer: Name: Smith Engineering Consultant, Inc. (Pete Huinker) Address: 759 John Street, Yorkville, IL 60560 Phone Number: 630/553-7560 Fax Number: 630/553-7646 Land Planner: Name: Land Vision (Dave Waden) Address: 116 W. Main Street, Suite 208, St. Charles, IL 60174 Phone Number: 630/584-0591 Fax Number: 630/584-0592 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: MaA au, aoo(p Petitioner(s) Signature: (All l al roperty owners signatures must appear on this application.) Subscribed and sworn to before me this day of ( ,�,� , 200 Notary Seal ENOTARY L SEAL THIS APPLICA TION MUST BE NOTARIZED. NETTE GROBE STATE OF ILLINOISXPIRES 10-24.2007 Page 3 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc., to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning- $250 plus $10 per acre for each acre over 5 acres b. Rezoning only- $200 plus $10 per acre for each acre over 5 acres c. Special Use- $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10= $2,500 over 10 acres,but not over 40= $5,000 over 40 acres,but not over 100= $10,000 over 100 acres= $20,000 g. Deposit for Outside Consultants -under 2 acres= $1,000 2 to 10 acres = $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4`h 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,Yorkville, Illinois 60560. ` Date: Maw Signature of Petitioner Page 5 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 Robert A. Muse and State of Illinois: Toni L. Muse Property :SS County of Kendall: This is to certify that we, James M. Olson Associates, Ltd. , Illinois Professional Land Surveyors have surveyed that part of the Southwest Quarter of Section 17 and part of the Northwest Quarter of Section 20, Township 36 North, Range 7 East of the Third Principal Meridian described as follows: Beginning at the Southeast corner of said Southwest Quarter; thence North 00°38'49" East along the East line of said Southwest Quarter, 59.0 feet; thence North 83°54'34" West, 1014.81 feet; thence North 68°43' 13" West, 1464. 10 feet to a line drawn North '00°16'51" East from a point on the South line of said Southwest Quarter which is 271.03 feet easterly of the Southwest corner of said Southwest Quarter, to An iron stake on the southerly line of frremises conveyed to Theodore W. Shaw by an Administrator's Deed recorded April 4, 1974 as Document No. 74-1436; thence South 00° 16'51" West along said Line, 722.26 feet to said South line; thence South 89°25'31" West along said South line, 271 ,03 feet to said Southwest corner; thence South 00°21 '53" West along the West line of said Northwest Quarter, 594.0 fptet; thence South 68°43' 13" East, 2834.38 to a point on the East line of said Northwest Quarter which is 1650.0 feet southerly of the point of beginning; ,hence North 00°20'55" East, 1650.0 feet to the point of beginning in Kendall Township, Kendall County, Illinois and containing 85.017 acres as shown by the plat hereon drawn which is a correct representation of said survey. Dated at Yorkville, Illinois April 27, 1993- James M. O13-)n 'Illinois Professional Land Surveyor No. 2253 James M. Olson Associates, Ltd. 107 West Madison ,Street Yorkville, Illinoi'i 60560 708-553-0051 p � United City of Yorkville Memo } 800 Game Farm Road EV.. W6 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 �tC Date: June 16, 2006 To: Lynsey Johnson(for distribution to Petitioner and Plan Council) From: Travis Miller, Community Development Director CC: John Crois, City Administrator Bart Olson,Assistant City Administrator Joe Wywrot, City Engineer John Whitehouse,EEI Subject: Six Pillars Annexation and Zoning—Plan Council Comments Upon review of the Six Pillars Illustrative Plan and proposed Zoning Plat I have prepared the following comments: General Comments 1. Petitioner must provide annexation agreement for staff review and consideration. The City will provide a model agreement containing standard language and request the petitioner prepare a proposed agreement for staff review prior to the conduction of the public hearing. Comprehensive Plan Recommendations 1. The Comprehensive Plan Land Use Plan recommends the majority of the property to be Suburban Neighborhood(gross density 1.5-2.25 units per acre)with Park/Open Space along the Middle Aux Sable Creek and Estate Neighborhood in the northern portion of the property (west of the Creek). a. Proposed density is 1.6 units per acre which conforms to the Comprehensive Plan recommendation of 1.5-2.25 unites per acre for the Suburban Neighborhood areas. The Estate Neighborhood designated areas allow for densities above 1.5 units per acre provided the Design Guidelines of the Comprehensive Plan are followed. Recommend adherence to all design guidelines established in the Comprehensive Plan Southern Study Area for this development t 2. The Comprehensive Plan also recommends Wheeler Road to be a major collector which has been accommodated in the subdivision layout as proposed by the Illustrative Plan submitted. Other Comments 1. The Yorkville School Districts has requested a land contribution for an elementary school site which has been provided on the plan. Concern regarding the access from Highpoint Road to the school site. Using the internal street as the primary entrance, as designed,will result in school traffic being routed through the neighborhood. If a direct access is anticipated for the school site from Highpoint Road,this location should be identified on the plans and verified by the Traffic Study to be spaced appropriately from adjacent intersections with adequate visibility. f 4 � », ' -�'-,`� PRDIRAIT UtSI]WraU N Pan et Swum 16 t of u,e NaUwwl �r/ r " artr or Sstfon I9 aM got al N. n7_ `�a •" /w ���e r �_ ��i _ d»�.Nenn.wt��.er a.tle s.r, abtl N D9 / ,� \ eww a tiemw oecmw wel b�9mme j w� �I 'w SwtYn na Ine Nr,neoN DNartr o,we�..'mN 0.`��SwN e0 / '•', / l /[I i tll2 nnut»1/ vYn ama,nY[!LLw oI Ns � a N No O»tr eW 5�,9.a folmw er T::gS I.w / / / -` •'• ! 1 I ur � 2D1S.•n�`.m.t�nswN w`aai r amwUrmt I ll,e d tM'Yea Pwtr.o ebimw�� 24 SeuNwt Cwnr a w t I 0 It t p, I �lhL� Norm D a4w,x.mFUtw N av�,n.Eml Wm9 Ine YYSI la^o-r• / w'^ „ �,. / ---' ''" i sr v°I°,•."°am s°.,�D,:w'teo.ry ola'wo��rb,.»tm`o,:t:•:"'N`wmNarm ,e,/( /w ^•/ 3M� ^, I r •`1 ' ,w 9 � -, ®SwN�wt Qrl.of wN NmnstEan aa,9 t3NUV a IDRS`]D IM: , ' � q: , ,w ,w ,u 1 , Nj 9N•w Nob.0 n•V•r.]miw,_M rcme.Mir a�KrtvNE.a � u�, / , �- —,' ' ' , ,.., �,:.w�xi•.a�a Nom,:we�a�,���,;m�atw 29 .� , .e .. , ,u, ; ~_I I••• � � _ Rerlw DO ems.�w.°ne.�:t nI�)1 M:Ur,ceMNuM.]Yl •• �e.�.�nm roanw�t weoa rs.m ae abp me[rt.lb a J41u..ul .pp.Dp I.t 7m.•a.yu'Y9 a a aw.c uwaw rlotn.o.h aum we ar�Urwtr°rewu iii t._mb`atiTlar f EO GS�IrL 9v�IbM x9 aW;�iu6ra Y,n u s ate ,\ ,\ >/ t `:, tl Lw m I 1 I'° *a alma eae Gn,.+M a tl•b,ae e, I:t sT ' e•Va mYwW wms t a wlm by ^, ` ¢ .\ `\•n •' -• "' .: D'i.e una v.,a`.swN agar,a�•�9 oD��r.•wI . . rr •�. � r' ,••I 1.0 tm LL^,o ao•,a,Ne a 1]ax.•)wl! 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I 23:. 2.'�. # ' '•• y y w8 229 I,23 .21& N 671 J 673 Proposed 60'ROW Dedication 5e7 se'oe w 2616.98' WALKER ROAD w E s 0' 200' 100' Six Pillars of 1 South Yorkville United City ot • � r 1 � AW of St. ror, l: Part of the`:Suva most Quoif of 3eGNon 17 -36tT oO "' •• Part of the lbrthw+es/OmriMr of Sq&At 4 20=.36-7 Keado//:Township Kfo/>Cornty - 1 j al 1I • _ ..�s.. . >.. . -1 lodi.Q..tow ftsk.feaad W. lt.bi'Nt' . r�W riz.ftib.7 Mt tT. - r� P [��_,_ r f f asrwe p•]tl- u a :'of w srd.x'. a.t+ta a O""'" �r-Jt-a� �--.— 2b oil mss X25 . - ll nat4 0(Illixis. ca se,of,Road.,11 .. - Sbb N to.amity slat s,as..N.Olson b.aLxs,Ltd::2t1L1.irh�fx'dmel'1+d'/dn.7—bt.!'t+en,d prt of tb.Saae .Qsrta of tlatis 17 xd pet oC tht Ooe/bw.t Q.—of Not ?O,lexalaf 7{Ysyehr Orp' .i 7 N.t..f tP.lhhd trietipl Nudism dl.erlbod.a[.Mena 'N{leNetl at tM la to estftt H.eid'{.oCh.ut QadeNel. i1xt.OertA 00•]0'49^Net lloy tb.lat lift et xid.fasthe.a.Q..et r'M.0.hal tbeto Nett W,Y.ae,IOA.01.. ... . fa.t7 that.tlereb W439.13-vest, 1464.10 to t.'.lia dr.x Soots,OW IPW Wf![rrt i'Mffc x the tlaeth lift - - el said/xtbo.t Qafxe:.bi.h i.171.0!hN.aA&I-ly of tb.ddaare anR of..id fse�gtt Qxesr,to r Rex - ILA.r t!d:7=1,line.r#=me caroled to Iboadoo.Y:'f6w y.�M i.toHa' led IaoNN pr,il 4.1174 r x.O.eiaraC N.•7M147f1 th.eb Oreh W!I{r51"Na.toy sold�Lii.r 712.H 6iat n x14 ftiltli�lixl thde.e{eeth lf•!S']il" Not-dIee/rid lath lies,171.0!sa to aid ffttbxle I.Mri:claw:Mdb W-21 5T Yasm ley ela Nei lia et . 'a.id tlettbM.t Quirt.r,'574.0 4a1 three fxth M'4J't]^Nett ltllso".b/vain[ tL f5. 1.st..id tleRFwet Qu.rttr ehtrb f.1{50.0 6a tb.rl,'e[t►f pint.of Wf..ie0i,th.x.'NtA{OYO 55^Oa.ti me.0 Oa'tQ tb plat , . : K biieeiy 64 tlwd.11 Te.e.bl►,tt.Ltl Otea,.tllleel.ba cmdt.,ul•f 1SA.,.tn.•x a%—by xo 1.1. rM dtw . . .lath L..eartxt rppwaalx e[sold xteq. Oax.c'ietkrilL,111 is."tied a-M03 - .. . ' - tallest.fnludoxt Lead WexprN.its] IO,Na lwWeftna - ' ' .. .. - tealyitlo„Slliail 60Sf0:. .. �ypFll<v�(� L O ti�db UNITED CITY OF YORKVILLE U 800 Game Farm Road REG� Yorkville, IL 60560 630/553-4350 REG�\� PC # APPLICATION & PETITION FOR CONCEPT PLAN REVIEW AND COUNTY MILE AND ONE-HALF REVIEW UNDERLYING TYPE OF REQUEST: Annexation&Zoning Rezoning PUD Amendment 1 %2 Mile Review Development Name: Westbury Date of Submission: r) Id 7 /06, 1. Name of Petitioner(s): Ocean Atlantic- Chicago LLC Address: 1800 Diagonal Road, Suite 425, Alexandria, Virginia 22314 Phone Number: 703-299-6060 Fax Number: 703-299-6199 Relationship of Petitioner(s)to subject property: [] Owner N Developer a Contract Purchaser 2. Name of holder of legal title, if different from#1: Old Second National Bank Trust #6121 If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: Michael and Tamara Rosenwinkel 9274 Galena Rd., Bristol, IL 60512 7; Howard E Rebecca RosenwinkeFIT70A Frazier Rd., Piano, IL bU54-5 Timothy & Mark Rosenwinkel 405 Wandworth, Yorkville, II 6056) Inhn Rnsenwinkel 13076 Galena 3. a). Street address and physical location of subject roe Road Plano I L 60545 p y J property:rty: Dirp„Otly est of Route 47, South of Galena Road, North of Cnrneilc Road b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 1 a - Acres 02-08-200-006 d). Kendall County Parcel Number(s) of property for which PUD is sought: 02-08-400-0o4, 02-08-200-007 02-08.900-005, 02-08-4Q0-003 02-08-400-003, 02-08-200-007, n2-n8-nn-nni, e). Current Zoning Classification: Planned Unit Development f). Zoning Classification Sought: Planned Unit DevPinnment g). Is this property within City limits? X Yes No,requesting annexation (If no is checked, is the property contiguous with existing City boundaries? Yes No) gage 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: Daniel J Kramer David Peregrin Attorney: Name: Daniel J. Kramer Address: 1107A South Bridge Street Yorkville, IL 60560 Phone Number: 553-9500 Fax Number: 553-5764 Engineer: Name: Cemcon Engineering Address: 2280 White Oak Circle, Suite 100, 100 Aurora, IL 60502 Phone Number: 862-2100 Fax Number: 862-2199 Land Planner: Name: Lannert Group Address: 215 Fulton Street Geneva IL 60134 Phone Number: 208-8088 Fax Number: 208-8050 5. If 1-%Mile County Review,what is county zoning currently? Not Applicable Requested Zoning: Zoning of surrounding parcels: R-4 Multi-Family North: A-1 Agricultural , B-3 Highway Business District, R-2 Single Family South: A-1 Agricultural, M-1 Maufacturing, B-3 Highway Business District East: A-1 Agricultural West: A-1 Agricultural 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: � c^oL Petitioners) ig e• Subscribed and sworn to before me this day of M(if 200 _. a--v � Notary Seal THIS APPLICATION MUST BE NOTARIZED. 0FFICIAL. SEAL" COLLEEN HANSON NOTARY PUBLIC, STATE OF ILLINOIS MY COMMISSION '1RES 0/20 Page 3 of 7 United City of Yorkville Concept/I-I/2 mile Review Application Revised: 2/25/04 CONCEPT PLAN and COUNTY MILE AND ONE-HALF REVIEW PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and concept plan as described by the United City of Yorkville Subdivision Ordinance meeting the checklist of items to be included in a concept plan(see checklist attached). *Fees for all concept plans exluding 1 %2 Mile Review are as follows: Engineering Fees of$500 are due upon submittal of the concept plan, with the balance due when the proposed preliminary plan is submitted. Fees for 1 %2 Mile Review: $250 For Concept Plan Review: Note: You must present your plan at each of the meetings below as indicated. Step 2: Within two weeks of an accepted application, a staff meeting(City Administrator, City Land Planner, Deputy Clerk) will be held to review plan. Step 3: Developments with a residential component must present their plan to the Park Board at their Park Planning Meeting, which is the 4th Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Petitioner then presents their plan at the scheduled Plan Commission meeting, which will involve an informal public comment session after the presentation. Plan Commission Meetings are held the 2nd Wednesday of each month at 7:00 p.m. in the City Council Chambers, 800 Game Farm Road. Step 5: Petitioner then presents their plan to the Committee of the Whole(Mayor and all Aldermen). The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere where no formal voting takes place. Page 4 of 7 United City of Yorkville Concept/]-1/2 mile Review Application Revised: 2/25/04 To begin the next step in the development process, you will be required to submit an additional application specific to your request. For County Mile and One-Half Review: Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4d'Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director,Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in residential developments. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. Page 5 of 7 United City of Yorkville Concept/]-1/2 mile Review Application Revised: 2/25/04 UNITED CITY OF YORKVILLE CONCEPT PLAN APPLICATION CHECKLIST This checklist is in accordance with our Subdivision Ordinance & Standard Specifications No. 2000-02, adopted 3-9-00. Copies available upon request. Section 6.00—REQUIRED INFORMATION TO BE SHOWN ON SUBDIVISION PLANS AND PLATS: 6.01.01 CONCEPT PLAN The Concept Plan may be done free hand, but shall be done with reasonable accuracy and clarity. The scale of the drawing should be 1"= 100',unless clarity or size of drawing dictates otherwise. The following information shall be shown: 1. Name &Address of the owner or subdivider. 2. North arrow and scale. 3. Approximate dimensions and area of parcel. 4. Topography—not greater than 10 foot contour intervals such as can be obtained from USGS maps. 5. Proposed layout of streets, lots, parks, and non-residential areas, including storm water control. 6. Number of dwelling units and gross density. 7. Minimum and average lot sizes. 8. Gross area. 9. For multiple-family, commercial and industrial areas, show potential (may be an exhibit): a. location of buildings. b. approximate dimensions and area of site. c. buffer zones (identify and label). 6.01.02 Existing Conditions: Presence of any of the following shall be shown on the sketch plan or an additional sheet: 1. Streams,marshes, bodies of water, wooded areas, wetland, and other significant natural features. 2. Location and direction of all water courses, drainage ways, and areas subject to flooding. 3. Location of existing storm drains, inlets and outfalls. 4. Existing buildings. 5. Existing utilities and utilities proposed for extension. 6. Existing streets. Page 6 of 7 United City of Yorkville Concept/1-1/2 mile Review Application Revised: 2/25/04 6.01.03 Location Map: A small scale map or sketch of the general area showing the relationship between the proposed subdivision and existing community facilities and rights-of-way,with the proposed subdivision indicated thereon. Page 7 of 7 United City of Yorkville Concept/]-1/2 mile Review Application Revised: 2/25/04 } LEGAL DESCRIPTION That part of the Northwest Quarter of Section 17 and the East Half of the Northeast Quarter of Section 18, all in Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Beginning at the Northwest Corner of said East Half of the Northeast Quarter of Section 18; thence South 00'22'35" East, along the West Line of said East Half of the Northeast Quarter, 1668.70 feet to the North Line of Property conveyed to The Commonwealth Edison Company by Warranty Deed recorded February 28, 1972 as Document 72-892; thence North 88'22'03" East, along said North Line, 2865.87 feet to the Northeast Corner of said The Commonwealth Edison Company Property; thence South 00'22'56" East, along the East Line of said The Commonwealth Edison Property, 975.25 feet, more or less, to the South Line of said Northwest Quarter of Section 17; thence North 88'20'43"East, along said South Line, 458.62 feet,more or less, to the East Line of the West Half of the Southeast Quarter of said Northwest Quarter of Section 17; thence North 00'23'10"West, along the East Line of the West Half of the East Half of said Northwest Quarter, 1543.12 feet; thence North 88'07'57"East, 663.59 feet,more or less, to the East Line of said Northwest Quarter of Section 17; thence North 00'23'23"West, along the East Line of said Northwest Quarter, 1104.36 feet. more or less, to the Northeast Corner of said Northwest Quarter of Section 17; thence South 87'58'50"West, along the North Line of said Section 17, a distance of 1353.09 feet; thence South 07'53'22"East, 291.72 feet to a point on the prolongation, Southeasterly, of the Centerline of Corneils Road; thence North 85'28'45" West, along said prolongation and said Centerline of Corneils Road, 2681.33 feet, more or less, to the point of beginning (EXCEPT that part described as follows: That part of the Northwest Quarter of Section 17, Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Commencing at the Northeast Corner of said Northwest Quarter; thence South 88'28'22" West, along the North Line of said Northwest Quarter, 1091.77 feet for a point of beginning; thence South 88'28'22"• West, along said North Line, 261.32 feet; thence South 07'23'50"East, 291.32 feet; thence North 37'05'47"East, 370.92 feet to the point of beginning), in City of Yorkville, Kendall County, Illinois; AND ALSO EXCEPTING THEREFROM the North 645.0 feet of the East 559.98 feet (as measured along the North and East Lines) of the Northwest Quarter of Section 17, Township 37 North, Range 7 East of the Third Principal Meridian, all in the City of Yorkville,Kendall County, Illinois; AND ALSO EXCEPTING THEREFROM the North 990.79 feet of the East 630.0 feet(as measured along the North and East Lines) of the Northwest Quarter of Section 17, Township 37 North, Range 7 East of the Third Principal Meridian; excepting therefrom the North 645.0 feet of the East 559.95 feet(as measured along the North and East Lines) of said Northwest Quarter; all in the City of Yorkville, Kendall County, Illinois. t 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eetweb.com Engineering Enterprises, Inc. June 15, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Westbury Villages, (North, Middle & West) Concept Plan Review, United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Concept Plan for the referenced Westbury Villages consisting of the following material received to date: • Concept Plan prepared by the Lannert Group, consisting of 1 sheet dated May 10, 2006. • Application and Petition for Concept Plan Review dated May 17, 2006. Contiguity 1. The proposed North, Middle and West Village are contiguous to both the Westbury-East Village and Westbury-South Village developments which are within the corporate limits of the United City of Yorkville. Floodplain and Stormwater Management 2. No part of the proposed development is located within a Special Flood Hazard Area as identified by FEMA based on the Flood Insurance Rate Map (FIRM) 170341 0010 & 170341 0020 C, dated July 19, 1982. However, areas of this development have been identified in the Rob Roy Creek Study as containing floodway and floodplain. This development will have to be further evaluated as the planning process proceeds in order to minimize the impacts on said floodway and floodplain or to take advantage of these development activities and greatly enhance the floodplain management aspects of Rob Roy Creek and its tributaries. Consulting Engineers Specializing in Civil Engineering and Land Surveying 3. Existing floodplains and floodways should be shown on the Concept Plan or a separate exhibit which shows their relationship to the proposed land uses. The Concept Plan should also show existing contours lines at an interval no greater than 10 feet. Transportation Facilities 4. Significant transportation improvements are planned in this area of the City. In particular, the Beecher Road Corridor will be a major north-south collector in the City's transportation system. The proposed Beecher Road alignment shown on the Concept Plan is not acceptable, as has been expressed to the developer and land planner on several occasions. Beecher Road from the south will swing easterly and connect with East Beecher Road as a continuous thoroughfare, without a "T° intersection as shown. The use of roundabouts will be evaluated during the Western Transportation Corridor Study which needs to begin as soon as possible. Funding for this study should be secured from this and other area developers so EEI can complete this study before development in this area moves to the preliminary approval process. 5. The road running westerly from Westbury Boulevard between West Village Neighborhoods 2 and 6 should be extended between Neighborhoods 3 and 5 with a stub provided to the westerly line of this development for future extension to Eldamain Road. 6. The proposed intersection with Comeils Road in neighborhood 1-M should align with the Westbury-South Village access point or be offset at least 400 feet 7. Participation in the funding of the proposed major improvement to Illinois Route 47 should be discussed with the City and addressed in the Annexation Agreement. 8. Other transportation issues will be discussed and addressed following completion and submittal of the required traffic study during the Preliminary Plan stage. Water Supply. Storaae and Treatment 9. The subject property is entirely within the City's North Pressure Zone. 10.Additional supply, treatment and storage facilities will be required in the vicinity of these developments in order to provide sufficient potable water. 11.A new well and water treatment facility will be required at the Northgate tower site and a new elevated storage tank will be located near the corner of Galena Road and Eldamain Road, possibly on the subject property. G:1PubliclYorkville12006�Y00606 Westbury-West Villageldocsllwywrotol -ConceptPlan.doc 12.Shallow groundwater sources will need to be studied in the northern portions of the development area as soon as possible in order for the City to determine its ultimate source of water supply for this area of the City. 13.Sizing and layout of the water distribution system will be reviewed at a later date. Sanitary Sewer Facilities 14.The capacity of the existing and proposed YBSD interceptor sewers and City sewer mains will need to be evaluated in light of the proposed housing density of over 3 units per gross acre. 15. YBSD and their engineering consultants should provide comments prior to this development proceeding to Preliminary Plan. Other 16.The proposed golf course development within the Commonwealth Edison property will require permission from the property owner. 17. Locations for potential Fire District facilities should be discussed with YBFPD. 18. Early discussion should begin with Commonwealth Edison with regard to the numerous utility crossing of their property that will be required to serve this development Conclusion Our review of this Concept Plan will continue as this project is discussed with City Staff and the developer. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. �l \ John T. Whitehouse, P.E., P.L.S. Senior Project Manager pc: Travis Miller, Community Development Director John Crois, City Administrator Lynsey Johnson, Administrative Assistant JWF1WED/DAK/TJG, EEI GAPublic\Yorkvi11e\2006\Y00606 Westbury-West V11age\docs\Iwywrot01 -ConceptPlan.doc United City of Yorkville Memo + " 800 Game Farm Road : t M Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: June 16, 2006 To: Lynsey Johnson(for distribution to Petitioner and Plan Council) From: Travis Miller, Community Development Director CC: John Crois, City Administrator Bart Olson,Assistant City Administrator Joe Wywrot, City Engineer John Whitehouse, EEI Subject: Westbury Villages(North,Middle,West) Concept Plan—Plan Council Comments Upon review of the Westbury Village Concept Plan for the North,Middle and West Villages prepared I have prepared the following comments: General Comments The property proposed to include the North, Middle and South Villages has not been annexed and is not zoned PUD as indicated on the Concept Plan Review application submitted. Based on the mix of land uses proposed for this property,the PUD zoning classification would be appropriate,provided the uses generally comply with the Comprehensive Plan recommendations for the area. Therefore,the petitioner should submit the following information for review and consideration: 1. An annexation agreement for the land described as North Village,Middle Village and West Village. The City will provide a model agreement containing standard language and request the petitioner prepare a proposed agreement for staff review prior to the conduction of the public hearing. 2. A Concept Plan including the information required for a PUD Concept Plan under Chapter 13 of the Yorkville Zoning Ordinance revised May 23,2006. This ordinance requires a pre-application conference to provide the petitioner with advice and assistance before preparation of the concept plan. Given the timing of the submittal and general awareness of the project by staff from the earlier presentations of this concept during the review of the East and South Villages,this conference is not necessary, however,the items the petitioner should receive input on at the pre-application conference are relevant and include: a. "Whether the proposed planned unit development will be in conformity with the comprehensive plan and the goals and the policies of the city of Yorkville." (See Comprehensive Plan Recommendations below) b. "Whether the zoning classification of planned unit development is appropriate for the development."(as stated above,based on the mix of land uses proposed for this property,the PUD zoning classification would be appropriate,provided the uses generally comply with the Comprehensive Plan recommendations for the area as well as the PUD zoning requirements) Attached to this memo is Zoning Ordinance Chapter 13. The highlighted items in 10-13- 5 `Concept PUD Plan and Amendment of Zone Classification to Planned Unit Development' are not included within the current application submittal and must be submitted as part of the PUD request not less than 30 days before the next available Park Board planning meeting or Plan Commission meeting where the concept plan will be considered. Comprehensive Plan Recommendations The Comprehensive Plan Land Use Plan for the area proposed for the North,Middle and West Villages was updated September 13, 2005 and attached to this memo. The Land Use recommended is predominantly Suburban Neighborhood(gross density 1.5-2.25 units per acre)with Park/Open Space and Commercial Uses at Galena Road/Eldamain and Galena Road/East Beecher intersections. The Comprehensive Plan also recommends Beecher Road to be a major collector identify East Beecher as the preferred route which will eventually cross Galena and connect to Baseline Road to the north. Concept Plan Comments 1. Density: a. Proposed density is 3.4 units per acre which greatly exceeds the Comprehensive Plan recommendation of 1.5-2.25 unites per acre. The Comprehensive Plan Design Guidelines state: "Attached single-family residences may be considered in select limited locations and quantities. Such locations can include areas severely impacted by environmental constraints or when preservation of quality open space is desired. Adherence to the overall density limit of the Suburban Neighborhood will be required in each proposed development." Recommend adjusting concept to comply with the Comprehensive Plan regarding the proposed residential density. . t 2. Beecher Road:—Proposed alignment does not conform with the Comprehensive Plan recommended alignment. Recommend revising the concept plan to provide the preferred Beecher Road alignment(using East Beecher as route for major collector) 3. Identify on the plan the maximum number of units proposed for each land use `bubble'; Other Comments 1. The Yorkville and Plano school districts must be contacted regarding the concept plan and plan should incorporate appropriate facilities as necessary to accommodate the needs of each district. a. Issue: The School Site Study prepared for the City and School District in 2004 used the Comprehensive Plan current at that time to determine the quantity and preferred location of school facilities based on recommended land uses. The recommended land use for this property at that time was predominantly Industrial. Since the update of the Comprehensive Plan in 2005,the School Site Study has not been updated,therefore,there will likely be a need for school facility(ies)within this property. Recommend scheduling a meeting with both school districts and obtaining a statement from each indicating there needs based on the impact of this proposed residential development and modifying the concept as necessary to accommodate these needs(if any) United City of Yorkville Zoning Ordinance—Chapter 13 CHAPTER 13 PLANNED UNIT DEVELOPMENT SECTION: 10-13-1: Purpose 10-13-2: Procedure 10-13-3: Delineation on Zoning Map 10-13-4: Pre-Application Conference 10-13-5: Concept PUD Plan and Amendment of Zone Classification to Planned Unit Development 10-13-6: Preliminary PUD Plan 10-13-7: Development Standards 10-13-8: Fees 10-13-9: Severability 10-13-10: Repeal of Conflicting Ordinances 10-13-11: Effective Date 10-13-1: PURPOSE: The purpose of this Ordinance is to provide for an alternative zoning procedure for innovative developments that provide value to the community over the conventional zoning district and which is consistent with the Comprehensive Plan and intent of the zoning ordinance. Planned Unit Developments (PUD) are intended to encourage the most imaginative and best possible design of building forms and site planning for tracts of land where unitary plans would best adapt to topographic and other natural features of such sites. Under this procedure, well planned residential, industrial, commercial and other types of land use, individually or in combination, may be developed with design flexibility. Planned developments must be environmentally compatible. They should have a more beneficial effect upon the health, safety and general welfare of the people of the city and particularly, in the immediate surroundings, than developments built in conformity with standard district regulations. If building density is increased above densities allowable by the zoning district in which the use would be permitted on a particular portion of a PUD then the amount of open space, retention of existing vegetation, buffer areas, new landscape, public commons, community open space, and parks shall be evaluated for proportionate increase for the remainder of the PUD. 1 United City of Yorkville Zoning Ordinance—Chapter 13 The Planned Unit Development district shall generally provide attributes in excess of conventional City Zoning, Building and other land use requirements by (this list being representative and not exhaustive): a. Providing a maximum choice of living environments by allowing a variety of housing and building types; b. Demonstrating excellence in environmental design and the mitigation of land use factors or impacts; c. Promoting a more useful pattern of open space and recreation areas incorporated as part of the project and that is compatible with the immediate vicinity; d. Utilizing materials and design of buildings, signs and the site that provide for a unified theme throughout the development; e. Providing substantial landscaping with emphasis given to streetscape areas, buffer zones, and the provision of significant landscaping (in terms of size of landscape areas and quantity and quality of landscape materials) within the developed portions of the site; f. Incorporating a consistent architectural theme which is unique to the specific site and surrounding community through the use of materials, signage and design. Generic corporate architecture and big box designs are strongly discouraged but not prohibited. Uses should be designed according to the limitation of the site rather than the removal of the limitations. Specific design details such as roof parapets, architectural details, varying roof heights, pitches and materials and building colors and materials should be addressed; g. Retain, utilize and incorporate historic features on the project site into the overall project design if physically and economically feasible; and/or h. Provide a consistent signage theme. The use of signage design guidelines is required for multi-phased projects. 10-13-2: PROCEDURE: Because a PUD is a rezoning, the public hearing and findings of fact shall follow the procedure as outlined within Zoning Ordinance 10-14-7 as well as those outlined below. In the event of a conflict, these procedures will control. The approval process includes the following stages: A.Pre-application conference. B.Concept PUD plan and Zone Map Amendment. C.Preliminary PUD plan. 10-13-3: DELINEATION ON ZONING MAP: Approved planned unit developments shall be delineated and designated PUD and by number on the zoning district map. A file, available for inspection by the public, shall be maintained by the zoning officer for each planned development 2 United City of Yorkville Zoning Ordinance—Chapter 13 so designated. The file shall contain a record of the approved development plan and all exceptions authorized therein. 10-13-4: PRE-APPLICATION CONFERENCE: A. Purpose: The purpose of the pre-application conference is to provide advice and assistance to the applicant before preparation of the concept plan so that the applicant may receive input on: 1. Whether the proposed planned unit development will be in conformity with the comprehensive plan and the goals and the policies of the city of Yorkville. 2. Whether the zoning classification of planned unit development is appropriate for the development. B. Procedure: Prior to filing an application for approval of a planned unit development, the petitioner shall be required to contact the city administrator or his designee to arrange an informal pre-application meeting with city staff and its consultants. The pre-application conference shall be held with staff. At such conference the applicant shall provide information as to the location of the proposed planned unit development, the land use types and approximate area of proposed land uses, a list of any and all exceptions to the zoning ordinance and subdivision regulations; and other information necessary to clearly explain the planned unit development. Staff shall review and provide input on the proposal's compatibility with the comprehensive plan and the goals and policies for planning of the city and advise the applicant on the information, documents, exhibits, and drawings on the proposal that should be included in the application to the city for a planned unit development. 10-13-5: CONCEPT PUD PLAN AND AMENDMENT OF ZONE CLASSIFICATION TO PLANNED UNIT DEVELOPMENT: A. Purpose: The presentation of the concept plan and requesting an amendment to the zone map is the first step in the planned unit development process. The purpose of the concept plan is to enable the applicant to obtain the recommendations of the city staff, park board (residential developments only) and plan commission and city council approval of concept, density and dwelling unit number prior to spending considerable time and expense in the preparation of detailed preliminary PUD plans. 3 United City of Yorkville Zoning Ordinance—Chapter 13 B. Procedure: Not less than thirty (30) days before the next available park board planning meeting or plan commission meeting, the applicant shall file an application with the clerk's office for review of conceptual planned unit development plan. The application shall consist of the following documentation: 1. A completed application form, (correct and resubmit as described in review me.Mo) 2 An aerial photograph;exhibit of the,property taken within the last two (2) years:The aerial photograph exhibit shall not be less than one inch equals four hundred;(1"'400)scale and shall include the following:. a. Name of proposed development. b. Outline of property boundaries. c. Adjacent area within 666-fourth (11/4i,„mile of property, 3. A zoning plat including,a legal description, of,ft pr+perty.to be ihclu d i,n the Planned Unit Development. 4. A wr tten explanation of tie general character of the proposed planned unit, development'that'shai ll include the following: a. a description of all land uses to be included in such district(including' open paca)with percentages'pf each use, b., projected densities for,each residential use; c a description of the deveioprnent standards and design criteria applicable to the proposed planned unit development; d:. an outline describing„why the property should be,developed as a planned unit de�relopmeht; e. Identification of the conventional zoning classification allowing the,uses for each lend use type included; f. a Irst c€re quested.exceptions„to applicable city ordinances and aides. 5. A conceptual planned unit development map or plan. The plan shall include the following: a. North arrow, scale and date of preparation. b. Name and address of the site planner, engineer or surveyor who prepared the plan. c. Name of property owner. 4 United City of Yorkville Zoning Ordinance—Chapter 13 d. Name of petitioner/developer. e. Proposed name of the planned unit development. f. Proposed land uses. g. Total acreage and percent of the site devoted to each land use. h. Location of proposed streets. i. Proposed dedication of land for school and park sites, if applicable. j. Land area to be used for open space such as storm water basins, buffers, parks and trail corridors. k Proposed approximate building footprints and,estimated"flaor area for al nonresidential structures,.if any., I. Maximum number of residential units. m. Gross and net densities. n. V*tlands, flood plain-,a,nd floodways obtained from published data.; o. Location of lakes, ponds, streams and drainage swales. p. Existing vegetation including'description of predominant, eget6b on types and sizes. q. Existing contour lines'with a minimum of five foot t5) intervals obtained' from published data.; r. Location of existing and/or,proposed water, sanitary and storm sewer systems intended to serve the development. S. Proximity to existing and proposed transportation corndors and a written' statement with regard to#ransportation impacts,Niue to this PULL t. Written description of how the existing I utilities,are planned to be extended W serve the'development:, u. Any other data reasonably necessary to provide an accurate overview of the proposed development. 6. Other documents may be requested by the city if it is determined necessary to clearly describe the planned unit development. 5 United City of Yorkville Zoning Ordinance—Chapter 13 7. The clerk's office shall have the application reviewed for completeness. If the application is not complete, the applicant will be notified by the clerk's office as to the deficiencies. The application will not be forwarded on for review until the application is complete. C. Plan Council Review: Upon receipt of all the required submittals, the clerk's office shall distribute copies of the application and supporting documentation to members of the plan council. The plan council shall review the concept for the planned unit development and supporting documentation and make a recommendation to the plan commission as to the proposal's compatibility with the city's comprehensive plan, transportation plan, recreation master plan, zoning ordinance, subdivision control ordinance, annexation agreement, and other goals and policies for planning the city. D. Park Board Review (If Applicable): The park board shall conduct an informal review of the conceptual planned unit development plan and supporting documentation and provide the applicant with general input on the following: 1. Compatibility of the proposal with the recreation master plan and park development standards. 2. Layout and organization of the open space system. 3. Compliance with the city's land-cash ordinance for parks. 4. Other documentation that the park board would recommend be prepared during the preliminary planned unit development plan phase. 5. A formal recommendation by vote is not given for a conceptual planned unit development plan. E Plan Commission Recommendation: The plan commission shall conduct at least one public hearing in accordance with Illinois Compiled Statutes. However, the Plan Commission may continue from time to time the hearing without further notice being published. After the close of the public hearing, the plan commission shall recommend to the City Council approval or denial of the zone map amendment to PUD to allow the concept for the planned unit development. The Plan Commission shall base its recommendation on the Development Standards 10-13-06 of this ordinance and based on the following findings: A. The compatibility of the proposal with the Comprehensive Plan, Transportation Plan, Zoning Ordinance and Subdivision Control Ordinance. B. The appropriateness of the proposed land uses. 6 United City of Yorkville Zoning Ordinance—Chapter 13 C. The appropriateness of the general layout of open space, streets, parking areas, lots and buildings. D. Existing uses of property within the general area of the subject property. E. The zoning classification of property within the general area of the subject property. F. The suitability of the subject property to the uses permitted under the existing zoning classification. G. The trend of development, if any, in the general area of the subject property, including changes, if any, which have taken place since the day the subject property was placed in its present zoning classification. H. The impact that the PUD will have upon traffic and traffic conditions in the general area of the subject property. F. City Council Review: The committee of the whole shall conduct an informal review of the conceptual planned unit development plan and supporting documentation and provide the applicant with general comments on the following: 1. Compatibility of the proposal with the comprehensive plan, transportation plan, zoning ordinance, subdivision ordinance and goals and objectives of the City. 2. Appropriateness of the proposed land uses. 3. General layout of open space, streets, parking areas, lots and buildings. 4. Other documents the city council would recommend be prepared for the preliminary planned unit development plan phase. G. Mayor and City Council Decision: a. The Mayor and City Council, upon receiving the recommendation of the Plan Commission, may grant or deny any proposed amendment in accordance with applicable Illinois statutes or may refer to the Plan Commission for further consideration. b. If an application for a proposed amendment is not acted upon finally by the City Council within six (6) months of the date upon which such 7 United City of Yorkville Zoning Ordinance—Chapter 13 application is received by the Mayor and City Council, it shall be deemed to have been denied. H. Modifications to Concept Plan for the Planned Unit Development: After the approval of the Concept Plan and Zone Map Amendment for the Planned Unit Development, the use of land, construction, modification or alteration of any buildings or structures within the planned unit development will be governed by the approved planned unit development, rather than by any other provisions of the zoning ordinance of the city. No changes may be made to the approved Concept Plan for the planned unit development unless approved by the city. Changes to the planned unit development will be determined by the City Administrator, or designee, to be one of the following; a minor change or a major change. 1. Minor changes to the Concept PUD Plan are modifications that do not alter the intent of a planned unit development. Minor changes which meet the criteria set forth in this subsection may be approved by the City Administrator or designee, if the proposed minor change does not result in the following: a. An increase in gross density. b. A change in mixture of dwelling unit types resulting in a greater than 10% change in quantity of any proposed unit type. c. A change in the mixture of land uses resulting in a greater than 10% change in area of any proposed use. d. Any reduction of an amount of common open space, landscaping or buffering. e. A change in the functional classification of a roadway. Minor changes not approved by the City Administrator may be approved by the City Council without review and recommendation by the Plan Commission, unless the City Council refers a request for a minor change to the Plan Commission for review and recommendation. 2. Major changes are modifications which alter the concept or intent of the planned unit development exceeding the criteria set forth constituting a Minor Change. If a major change is requested, the applicant shall submit a revised PUD Concept Plan and supporting data with an application for a major change 8 r United City of Yorkville Zoning Ordinance—Chapter 13 to the clerk's office and repeat the review procedures set forth in this section. 10-13-6: PRELIMINARY PUD PLAN: A. Purpose: The purpose of the preliminary PUD plan submission is to obtain approval from the City that the plans the applicant intends to prepare and follow are acceptable as a preliminary PUD plan, and that any final plans will be approved provided they substantially conform to the preliminary planned unit development plan. The preliminary PUD plan must be substantially in conformance with the concept plan approved at the time of zone map amendment (if the preliminary PUD plan is not substantially in conformance with the concept plan, it will be deemed a Major Change and a new concept plan will need to be submitted and approved as prescribed by 10-13-5. Approval of the preliminary planned unit development shall not constitute authority to proceed with construction of any improvements but rather an approval of the general features of the plans as a basis for preparing the final plans. B. Procedure: Not less than forty five (45) days before the plan commission meeting, the applicant shall file an application with the clerk's office for preliminary planned unit development approval. The application shall consist of the following documentation: 1. One copy of the completed preliminary planned unit development form. 2. Disclosure of beneficiaries form. 3. Preliminary planned unit development plan. The plan shall include at a minimum the following information: a. North arrow, scale (not less than 1 inch equals 200 feet) and date of preparation. b. Name and address of the site planner, engineer or surveyor who prepared the plan. c. Name of property owner. d. Name of developer. e. Proposed name of development. f. Location map. 9 United City of Yorkville Zoning Ordinance—Chapter 13 g. Legal description. h. Site data, including as applicable: (1) Total acreage, and acreage and percentage of each proposed land use. (2) Percent of land devoted to streets and public rights of way. (3) Number of residential lots. (4) Floor area (nonresidential). (5) Gross and net residential density. (6) Minimum, maximum and average lot sizes. (7) Percent of lot coverage for all uses except detached single-family and duplex. (8) Identify the conventional zoning classification used to define each land use and list variances granted by the Concept Plan approval, if any; i. Aerial photograph illustrating the subject property and adjacent property within one-fourth (1/4) mile of the site. j. Existing zoning and owners of adjacent property. k. Municipal limits. I. School district boundaries. m. Property lines and dimensions. n. Residential lots with approximate dimensions. o. Location of multi-family and single-family attached buildings. p. Footprints of nonresidential buildings. q. Front, rear, side yard and corner side yard setbacks. r. Off street parking and loading areas, including number and dimensions of parking spaces, drive aisles and loading zones. 10 United City of Yorkville Zoning Ordinance—Chapter 13 s. Configuration and acreage of all land proposed as open space including storm water management areas, parks, buffers, and trail corridors. t. All sites to be conveyed, dedicated, or reserved for parks, school sites, public buildings, and similar public and quasi-public uses. u. Pedestrian and/or bicycle circulation systems. v. Existing vegetation. w. Limits of jurisdictional and non-jurisdictional wetlands. x. Limits of 100-year floodplain. y. Surface water including lakes, ponds, streams and drainage swales. z. Existing contour lines with a minimum one foot (1') interval. aa. Any other data reasonably necessary to provide an accurate overview of the proposed development. 4. Preliminary Landscape Plan indicating the name, variety, size, location and quantities of plant material for all common and dedicated areas including parkways, buffer areas, storm water basins, wetlands, entry areas, medians, and parking lot islands. 5. Preliminary Engineering Plan which shall be drawn on a print of the proposed land use plan. The proposed plan shall show an appropriate location and dimensions of all sanitary sewers, storm sewers, and water lines for all proposed land uses, drainage ditches, culverts and storm water retention/detention areas, as well as all utility easements. The plan shall be accompanied by a statement from the sanitary district attesting to the capability of the existing sewer system and wastewater treatment facility to service the proposed development. 6. Photometric Plan (for nonresidential developments only). The photometric plan shall be superimposed on the site plan, and shall: a. Identify the location and heights of all light standards. b. Identify foot-candle intensities on the site of the planned unit development, and ten feet (10') beyond proposed property lines. c. Include specifications for proposed lighting, including wattage, method of illumination, and color of light standards and luminaries. 11 _ y United City of Yorkville Zoning Ordinance—Chapter 13 7. Architectural Drawings. When requested by plan commission or city council, preliminary architectural drawings for all primary buildings and accessory buildings shall be submitted which include: a. Typical elevations (front, rear and side) for proposed residential and nonresidential buildings, which identify materials and color styling proposed for all elements of the building. b. Proposed building heights. c. Roof plan for all nonresidential structures, which shows the proposed location of all roof mounted mechanical equipment. 8. Other. The plan commission or city council may require preparation and submittal of the following for review and evaluation: a. Fiscal impact study, detailing the estimated cost which the planned unit development will have on all taxing bodies, and anticipated revenues which will be realized from each phase of development. b. Proposed covenants, conditions and restrictions and/or homeowner association bylaws. c. Other information that may be required by the plan commission or city council. C.Plan Council Review: Upon receipt of all the required submittals, the clerk's office shall distribute copies of the application and supporting documentation to members of the plan council. The plan council shall review the preliminary planned unit development and supporting documentation and make a recommendation to the plan commission as to the proposal's concurrency with the approved concept planned unit development plan and compatibility with the city's comprehensive plan, transportation plan, recreation master plan, zoning ordinance, subdivision control ordinance, annexation agreement, and other goals and policies for planning the city. A traffic impact study will be prepared by the city as part of the plan council's review. D.Park Board Review(When Applicable): The park board shall conduct a formal review of the preliminary planned unit development plan and supporting documentation. The park board shall forward its recommendation to the city council. The recommendation may include conditions of approval intended to be incorporated into final plans and supporting documentation. E.Plan Commission Review: The plan commission shall conduct a public hearing in accordance with Illinois Compiled Statutes. After the close of the public hearing, the plan commission shall recommend to the city council 12 United City of Yorkville Zoning Ordinance—Chapter 13 approval or denial of the preliminary planned unit development plan. The recommendation may include conditions of approval intended to be incorporated into final plans and supporting documentation. F.City Council Review: Subsequent to receiving the plan commission and park board recommendations, the city council shall conduct a public hearing and shall approve or deny the application for the preliminary planned unit development plan. G. Modifications to Preliminary Plan for the Planned Unit Development: After the approval of the planned unit development, the use of land, construction, modification or alteration of any buildings or structures within the planned unit development will be governed by the approved planned unit development, rather than by any other provisions of the zoning ordinance of the city. No changes may be made to the approved planned unit development unless approved by the City. Changes to the planned unit development will be determined by the City Administrator, or designee, to be one of the following; a minor change or a major change. 1. Minor changes to the Preliminary PUD Plan are modifications that do not alter the intent of a planned unit development. Minor changes which meet the criteria set forth in this subsection may be approved by the City Administrator or designee, if the proposed minor change does not result in the following: a. An increase in gross density. b. Any change in circulation patterns or access. c. A change in mixture of dwelling unit types resulting in a greater than 5% change in quantity of any proposed unit type. d. Any change in grading or utility provisions. e. A change in the mixture of land uses resulting in a greater than 5% change in area of any proposed use. f. Any reduction of an amount of common open space, landscaping or buffering. g. Any change to exterior elevations of buildings which alter rooflines, building materials, approved color schemes or result in a change in architectural style. 13 United City of Yorkville Zoning Ordinance—Chapter 13 h. Other changes of similar scale, proportion or use. Minor changes not approved by the City Administrator may be approved by the City Council without review and recommendation by the Plan Commission, unless the City Council refers a request for a minor change to the Plan Commission for review and recommendation. 2. Major changes to the Preliminary PUD Plan are modifications which alter the concept or intent of the planned unit development exceeding the criteria set forth constituting a Minor Change. If a major change is requested, the applicant shall submit a revised PUD Preliminary Plan and supporting data with an application for a major change to the clerk's office, not less than forty-five (45) days before the Plan Commission meeting. The Plan Commission shall recommend to the City Council approval or denial of the application for a major change. Subsequent to receiving the Plan Commission and Park Board (when applicable) recommendations, the City Council shall approve or deny the application for the major change. 10-13-7: DEVELOPMENT STANDARDS: The density, minimum lot size and minimum set back dimension for each use proposed within a PUD shall be determined by the conventional zoning classification which would permit the proposed use unless a variance is specifically requested as part of the Concept PUD request. Plan Commission shall make findings and recommendations to City Council for approval of the planned unit development, based upon the following standards: A. General: 1. The uses permitted by such exceptions as may be requested or recommended are necessary or desirable and appropriate to the purpose of the development. 2. The uses permitted in such development are not of such nature or so located as to exercise an undue detrimental influence or effect upon the surrounding neighborhood. 14 United City of Yorkville Zoning Ordinance—Chapter 13 3. That all minimum requirements pertaining to commercial, residential, institutional or other uses established in the planned development shall be subject to the requirements for each individual classification as established elsewhere in this title, except as may be specifically varied herein granting and establishing a planned development use. 4. There is no minimum district size required for a PUD. 5. Wherever the applicant proposes to provide and set out, by platting, deed, dedication, restriction or covenant, any land or space separate from single- family or multi-family residential districts to be used for parks, playgrounds, commons, greenways or open areas, the plan commission may consider and recommend to the city council and the city council may vary the applicable minimum requirements of the comprehensive plan, subdivision regulations and the zoning ordinance which may include, but not necessarily be limited to, the following: a. Rear yard. b. Side yard. c. Lot area. d. Bulk. e. Intensity of use. f. Street width. g. Sidewalks. h. Public utilities. i. Off street parking. B. Residential: 1. Business uses may be included as part of a planned residential development when applicable. 2. Use regulations: a. Uses proposed are consistent with those listed as allowable uses in the respective zoning districts. 15 1 United City of Yorkville Zoning Ordinance—Chapter 13 3. Uses listed as special uses in the zoning district in which the development is located may be allowed. 4. Signs. In accordance with the regulations set forth in chapter 12 of this title. 5. The plan commission may recommend and the city council may approve access to a dwelling by a driveway or pedestrian walk easement. Off street parking facilities for such dwellings shall be located not more than two hundred feet (200') from the dwelling served. The plan commission also may recommend and the city council may approve yards of lesser widths or depths than required for permitted uses in the zoning classification which the planned development is including, provided: a. Those protective covenants are recorded with perpetual access easements and off street parking spaces for use by the residents of the dwellings served. b. That spacing between buildings shall be consistent with the application of recognized site planning principles for securing a unified development and that due consideration is given to the openness normally afforded by intervening streets and alleys. c. The yards for principal buildings along the periphery of the development shall be not less in width or depth than required for permitted uses in the district in which the planned development is including and the plan is developed to afford adequate protection to neighboring properties as recommended by the plan commission and approved by the city council. C. Nonresidential: In a planned business development, the following additional requirements are hereby specified: 1. Residential use may be included as part of a nonresidential planned unit development. 2. All walks within the planned development shall be paved with a hard surfaced material meeting the specifications of the city engineer. 3. Any part of the planned development not used for buildings, loading and accessways and walkways shall be landscaped with grass, trees, shrubs and other plant material according to the landscape plan, as recommended by the plan commission and approved by the city council. 4. Permitted business uses shall be prescribed in the ordinance granting the planned development. 16 t United City of Yorkville Zoning Ordinance—Chapter 13 5. The buildings in the planned development shall be planned and designed as a unified and single project. 6. Business developments shall be adequately screened by fencing or landscaping or both along the boundaries of adjacent residential, public open space, schools, churches or other similar uses. D. Conditions And Guarantees: Prior to granting any special uses, the plan commission may recommend and the city council shall stipulate such conditions and restrictions upon the establishment, location, construction, maintenance and operation of the property governed by the special use. E. Effect Of Denial Of A Special Use: After a public hearing, no application for a special use which has been denied wholly or in part by the city council shall be resubmitted for a period of one year from the date of said order of denial, except on the grounds of substantial new evidence or proof of changed conditions found to be valid by the plan commission and the city council. F. Termination Of Special Use Permit: If work on the proposed development has not begun within twenty four (24) months from the date of the authorization order of the city council, the authorization shall become null and void and all rights hereunder shall lapse. 10-13-8: FEES: The city council shall establish a schedule of fees, charges and expenses for occupancy permits, appeals, applications and amendments for special use, and other matters pertaining to this chapter. The schedule of fees shall be posted in the clerk's office and may be altered or amended only by the city council. Until all applicable fees, charges and expenses have been paid in full, no action shall be taken on any application or appeal. 10-13-9: SEVERABILITY: Each section, clause and provision of this chapter shall be considered as separable, and the invalidity of one or more shall not have any effect upon the validity of other sections, clauses or provisions of this chapter. 10-13-10: REPEAL OF CONFLICTING ORDINANCES: Any and all other ordinances or parts of ordinances, in conflict herewith are repealed. 10-13-11: EFFECTIVE DATE: 17 R United City of Yorkville Zoning Ordinance—Chapter 13 This chapter shall be in full force and effect immediately after passage, approval and publication in book form according to law. 18 I ! � r , r 1 +L < � -`may � �.r_ •.+ �.� �•"ky � fJ t r" J ;Yi rQ — _ 1 • r --- __ .• nIt, I 7 .� ! ice'.;�,^• �, •� +� r-:'+- � .-- � i 1 r � - ,7 r HELD. RICHARD YOU f; Fmi--sI PRLSP-WA YORKVILLE AND ` s'' r ^I i 'r KENDALL COUNTY I 1 r i N r k FOREST PRLSERI!E DISTRICT PROPFRTY 1 A`J'l JSF ACRFS % STUf7Y&RFA x ESTATE NEIGHBOR14000 166LIA 11.b4L SUBUIIWAN NEPOHBORHIOOD SAMA) 36.2% TRANSITIONAL NE[IORH34D 2, 41 A t$.Bk CD URBAN NEIGHBORHOOD 27A 0.2% 't � TRADITIONAL NlIGNSORHOOb 208J00 t.i76 COMMERCIAL 1,2611A 816% -- INDUSTRIAL 4+18.0 3.2% OFMCEWSEARCH"NOUSTRIAL 00.0 d'0% PUBLJCMA#E-PUBLIC" 195A 113% PARMUOPEN SPACE 2A26A 116.63 EXOTING ROADS - PROPOSED ROADS - "�1 PROPOSED PLANNING AREA BOUNRMARY - SELF DETERMINATION AREA PER - SC HOPPE'DESIGN ASSOC IA 1`ES 1h YOKV1LLE-OSINEGO 13OUNWERY A[""VENT Lar 4t x.4n�nlrrr�+�.�•. fwmdPrr�rmv POTFAITIAL METRA SITE 126SAfAIA's'TTtiF.F°I PII.ra3GVt 1-MW TOTAL STUDY AREA 14.70.0 1000% NEW 0 'b?) 3h7T 7i7m US+E►` }`J.!L dUKd3 r..1.5'i ri?[?F ti!-?h:'7 The United City f Yorkville r, SEEP ,3e I SR 1 �7 Adopted: �EP1`�MB�R 10.2002 800 Game Farm Rd COMPREHENSIVE PLAN REVISED-SEPTE MER 13, 2005 Yorkville, IL 60560 UNITED CITY OF YORKVILLE bem avo4yNr rlotn+tl•b.r Ah�v 630-553-4350 ILLINOIS dale 51-aU'be CAflS*- a5£IR"MrOry,m nee cO n-wwbcm and suh era to:tarot, -IF.la-F]plan Is no'ccsi of n RJ'b_/+B wd doss JOB W.: 1 1 0507 1 MIE: 05.10.06 NORTH VILLAGE SITE DATA REYSO�: POD PRODUCT ACRES 1-N TOWNHOUSE 21 2-N COURTYARD HOME 17 1 ' ��MVFRCJfV_ C7- SCHULTZ PARCEL 10 j r/Ac 3-N SINGLE FAMILY(90X150) 1B 19 AC ' I 4-N TOWNHOUSE 13 ' \- _/-/ ^ \• / I ` 5-N VILLAS 5 1 / --/ � \ � / 11 � �. 6-N VILLAS 5 -�' 11GClRFi0U5E \\• / 1 I \I, Drawn Br: CLUBHOUSE/COMM.CENTER 12 / JS AC• ,� ' ' GOLF COURSE 90.5 1 �� I �, 4-W /1�I 1 � \' '/�MULTPIF.X-8I 11 s-N �I MAINTENANCE 2 ' ' MULTpIFJ(� / \ /k �\• ( TOVVI�1101 SiiVGLF FAMO_Y-'A / r \ RETFNTIoM • / 21 Ac / I; RETENTIONIDETENTION(GOLF) 0 I / TOVVrl10U5E /I • 1 /q 18 AC f]i PARK/OPEN SPACE 6 r / 16 AC �/r PARK \\AC EXTERNAL ROW* 1 / \ )XI WESTBURY BOULEVARD 5 1 i II 18 AC TOTAL j � I , INCLUDES GALENA&BEECHER 208.5 •` ---- , OUT `W %-,XalE FAMI_Y-A PETENITION 39 AC MIDDLE VILLAGE SITE DATA i j 1 POD PRODUCT ACRES 1 ) Cn1T - COMMF7tG1AL- 1 '.-'�I y/•, 5CI-1001- SITE Sit/1i[ e 1-M SINGLE FAMILY(90X150) 54 TZ 15 AC u F 2-M SINGLE FAMILY 80X160) 14 �� - 3-M SINGLE FAMILY(65X125) 16 1 _ - _i 1 AC PARK 51TE 4 5-M TOWNHOUSE 13-M LUXURY TOWNHOUSE 13.5 6 AC I I --�+ 1-- I 1 \ ++a0 < 6-M COURTYARD HOME 19.5 1 1 --"++\• I liJ 1 _ __ �- ` w Z< o m 7-M TOWNHOUSE 16 I 1 �2-W \• _,>> 0- �m 8-M SINGLE FAMILY(70X140) 20 S rNC-iE FAMLY-$\`_ I - <� ¢ GOLF COURSE 70.5 1 I\ 41 AC_ \I TOVVNhi0U5E �` 1I II 2-M RETENTIONIDETENTION 44 1 �\ r I1 I1I • I 13 Ad i 1 7-M 11 8-M 11 $/�VC�IF FAM�Y$ JO '� - 1 EXTERNAL ROW' 5.5 I \ 0\ ' 2-N 1 1. I� I !MIATPLEX-B 511 L FAMILY-"' l' t WESTBURY BOULEVARD 10 I \ 1� 11 I I I- 1 �I 14 AC MULTPI�JC c GOLF ca: \ I ,ITOwr�l LOUSE I zo Ac 1 CouRTYARD 905- zc �-\ ,6 Ac 11 PETIT TOTAL 296 1 I I ••�vl 1 I 1 17 AC ; / 5-r) �I I! /( /I/,O AC�I 'INCLUDES BEECHER i Ir 3-W '11 _- ,I pp 1 VW-AS '\/t/~ UBF10lJ$E 11 o e c g MULTPLFX�1.� - �I r I 1 OVVrI-,OUSE I I ' \ / I I 4-M MULTIPLEX-A. / ��j--. , , 25 AC�►Jy jk¢ Jd;� 4 T18 AC LUXURY TOIM10lnE our ,3s Ac i i y 1 ry1 -Aft � WEST VILLAGE SITE DATA 5-M MUL -B o 6-N Q1 .pL T01/Vr}10USE..` a c POD PRODUCT ACRES I N 5-W 9 `��� 1 / 4C � �/ - j13 AC I1 - a 1\ MIATPIFJI-C 11 \• f 5 /� l ( - 0 1-W SINGLE FAMILY(90X150) 39 1 _\COURTYARD \`\ 1 I r \ / 111 _ >✓ 2-W SINGLE FAMILY(80X160) 41 1 I \\ 18 AC I� 6-W �'• GOLF " / I I I _ r \ ,�� m I MULTPlJ=7C-D. IIII 1 �.: V 3-W TOWNHOUSE 18 1 I RETFrIT10(J \ COrDO/R-A��• 18 AC /% r•(�J �j r Z• 4-W TOWNHOUSE 16 i I TE AC \I 11 11 AC + '� 5-W COURTYARD HOME 18 1 �I ` GOLF COURSE e a 6-W CONDOIFLATS 11 1 .,-,I '\•MArfTET1AfJE ' - ._1 �� - _ 7-W APARTMENTS 19 ' .awnu,acnun.-------- -- - _ \�• Z2';gC �� \ 7O S..AC J" 1 8-W COMMERCIAL 17 � � ,.: I • \ J � N CLUBHOUSE 5 ,1 / 1� -T-, ( \ ••��, T---' � --i II RETENTIONDETENTION 26 PARK f1 1 Ir,� \\\ ••\�_-�-_ _ \ _ ,J II -- PARK/OPEN SPACE 23 5 AC I/ I /'' \\ -- _ I EXTERNAL ROW 2 �Ir 1 i \\• I� WESTBURY BOULEVARD 9 �� 1I 3�1 /'/I I 1-M ••11 / I, - „a ! - 1 I / ;� I TOTAL 244 I II Sh1Gl E FAM�Y,=D 6_-m I FAMILY-A r 'INCLUDES GALENA&ELDAMAIN 16 AC- ' 54 AC I �, - I I MULTI+LEX-E I • P@ iICOURTYARD ,95 AC -CORNEILS-RD. COMPOSITE SITE DATA --�" / \ OUT 1 1 (NORTH,MIDDLE,EAST,SOUTH AND WEST VILLAGES) COMPOSITE SITE DATA (NORTH,MIDDLE,WEST VILLAGES) p PRODUCT ACRES % UNITS - PRODUCT ACRES % UNITS !' 'S i w •��N, + Z SINGLE FAMILY 351 30 837-8y, ;•.� /f I } VVEST Z 8 LUXURY TOWNHOUSE 30 2.5 219-246 SINGLE FAMILY 202 27 404-458 TOWNHOUSE 125.5 10.5 840-1034 LUXURY TOWNHOUSE 13.5 1.5 81-108 ' f COURTYARD HOME 101 8.6 808-1010 TOWNHOUSE 97 13 582-776 . L CONDOlFLATS 11 1 132-185 COURTYARD HOME 54.5 7.3 436-515 - VILLAS 10 1 WIOD CONDOIFLATS 11 1.5 132-185 APARTMENTS 19 1.5 285-380 VILLAS 10 1 80-100 . COMMERCIAL 51 4 APARTMENTS 19 2.5 285-380 I 4 y 1 �; i W W EAST 8 UOSE 9.5 1 COMMERCIAL 17 2 I r :PARK VIILLAIS�CL BH CLUB HOUSE/COMMUNITY CENTER 12 1 NIEGHBORHOOD CLUBHOUSE 5 0.5 It� , ' GOLF COURSE 202 17 CLUBHOUSEICOMMUNITY CENTER 12 2 I - F MVPLE ZO N MAINTENANCE 2 .5 GOLF COURSE 161 22 I rI _ _ '•- (VLLACW - PARK/OPEN SPACE 46 4 MAINTENANCE 2 0.5 - ♦♦ ° RETENTIONIOETENTION 149 13 PARKIOPEN SPACE 29 4 1 V EXTERNAL ROW 11.5 1 RETENTIOWDETENTION 70 9 WESTBURY BOULEVARD 24 2 EXTERNAL ROW 11.5 2 r- SCHOOL 15 1 WESTBURY BLVD 24 3 SCHULTZ FAMILY PARCEL 10 .4 SCHULTZ FAMILY PARCEL 10 1.2 ` TOTAL 1179.5 100 3201-3824 TOTAL 748.5 100 2000-2530 1 . GROSS DENSITY '2.7-3.4 HU/AC GROSS DENSITY '2.7-324 HWAC 1 -INCLUDES EXTERNAL RIGHT-OF-WAY 'INCLUDES EXTERNAL RIGHT-OF-WAY I TQ SCALE MAP SHEET N RER NOT C 1 OF 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: N/A Date of Submission: Requesting: [] Annexation [X] Zoning [] Planned Unit Development [] Special Use: 1.Name of Petitioner(s): Donald J. Hamman and Carol S. Hamman Address: 13351 B Faxon Road Plano Illinois 60545 Phone Number: 630-554-9101 Fax Number: 630-552-7362 Relationship of Petitioner(s)to subject property: [X] Owner [] Developer [] Contract Purchaser 2.Name of holder of legal title, if different from#1: Same If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: N/A 2. a) Contract Purchaser: Land Advisory Services LLC c/o Smith Engineering Consultants, 4500 Prime Parkway McHenry Illinois 60050 (630) 553-7560—Jason Poppen 3. a). (i). Street address and physical location of subject property: Countryside Parkway & McHugh Road North of USPS (ii). Zoning of surrounding parcels: North: R-2 Residential South: B-3 Service Business District East: B-3 Service Business District West: B-3 Service Business District b). Legal description of property; attach as Exhibit"A". c). Total Acreage: Approximately 5.038 acres 1 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: N/A e). Current Zoning Classification: R-2 Residential District f). Zoning Classification Requested: B-3 Service 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: See attached list labeled as Exhibit"C" 6. List the Illinois Business Tax Number(IBT#)for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? N/A 8. Do Electors reside on the subject property? N/A If so,they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information:Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: 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 2 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 ttitioner(s) Signature: (All legal property owners signatures must appear on this application.) Subscribed and sworn to before me this day of , 200 . i a ota_ry Seal OFFICIAL 8EJN. JUDITH M KORM W AP ICATIONMUST BE NOTARIZED. NOTARY PUBLIC.STATE OF UAW MY COI�M NION EXPNtE3:01/31= AAAA��� � 3 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 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in residential developments. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. 4 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 R Yorkville, Illliinois 6^0556/0. Date: c .l ����(J i ture of Pe t' ner 5 EXHIBIT "A" That part of Section 21, Township 37,North, Range 7 East of the Third Principal Meridian,more particularly described as follows: Commencing at the southerly most corner of Lot 167 in Prairie Meadows Subdivision said point being the intersection of the southeasterly line of Prairie Meadows Subdivision and the-easterly right of way of McHugh Road; thence along the southeasterly line of said Prairie Meadows Subdivision,North 49 degrees 50 minutes 06 seconds East, 8 5.11 feet for the point of beginning; thence continuing along said southeasterly line North 49 degrees 50 minutes 06 seconds East, 246.27 to a bend in said line; thence continuing along said southeasterly line,North 49 degrees 50 minutes 23 seconds East, 422.19 feet;thence South 38 degrees 18 minutes 57 seconds East, 712.04 feet to a point on a curve that is concentric with and 745.00 feet northerly of the North right of way line of Countryside Parkway; thence westerly 518.59 feet along a curve to the left having a radius of 2245.00 feet and a chord that bears North 79 degrees 18 minutes 56 seconds West, a chord distance of 517.44 feet;thence along a line lying parallel with and 745.00 feet northerly of(as measured perpendicularly thereto)the North right of way of Countryside Parkway,North 85 degrees 56 minutes 00 seconds West, 444.92 feet to the point of beginning, all in Kendall Township, Kendall County, Illinois. 6 EXHIBIT "B" 02-21-477-015 Yorkville, Illinois 60560 Philip K. and Linda Mertes 02-21-478-018 4121 N. Moody Avenue AMG Homes Chicago, Illinois 60634 534 Bluestem Drive Yorkville, Illinois 60560 02-21-478-010 Baltazar Gomez 02-21-478-019 1912 Wild Indigo Lane Jeffrey S. and Michelle Kraemer Yorkville, Illinois 60560 669 Hayden Drive Yorkville, Illinois 60560 02-21-478-011 Michael L. and Keri L. Gaul 02-21-478-020 1888 Wild Indigo Lane Eric F. and Canciss M. Ford Yorkville, Illinois 60560 681 Hayden Drive Yorkville, Illinois 60560 02-21-478-012 AMG Homes 02-21-478-021 534 Bluestem Drive John G. and Brenda L. Hacker Yorkville, Illinois 60560 1923 Prairie Rose Lane Yorkville, Illinois 60560 02-21-478-013 Marcia D. Kennedy 02-21-478-022 1854 Wild Indigo Lane Menard Inc. Yorkville, Illinois 60560 4777 Menard Drive Eau Claire, Wisconsin 54703 02-21-478-014 Joaquin Rendon 02-21-481-001 601 Hayden Drive Menard Inc. Yorkville, Illinois 60560 4777 Menard Drive Eau Claire, Wisconsin 54703 02-21-478-015 Menard Inc. 02-21-481-002 4777 Menard Drive Menard Inc. Eau Claire, Wisconsin 54703 4777 Menard Drive Eau Claire, Wisconsin 54703 02-21-478-016 Ronald O. and Donna F. Ahlberg 02-21-481-003 623 Hayden Drive Menard Inc. Yorkville, Illinois 60560 4777 Menard Drive Eau Claire, Wisconsin 54703 02-21-478-017 AMG Homes 534 Bluestem Drive 7 02-21-480-001 Menard Inc. 4777 Menard Drive Eau Claire, Wisconsin 54703 02-21-403-001 Menard Inc. 4777 Menard Drive Eau Claire, Wisconsin 54703 02-28-226-005 United States Post Office 62 Stratford Drive Bloomingdale, Illinois 60117-7000 02-28-226-007 Datt Associates LLC 2308 Fawn Lake Circle Naperville, Illinois 60564 02-28-226-006 Donald J. and Carol S. Hamman 13351 B Faxon Road Plano, Illinois 60545 02-21-400-006 Menard Inc. 4777 Menard Drive Eau Claire, Wisconsin 54703 8 EXHIBIT "C" City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Kendall County 111 Fox Street Yorkville, IL 60560 John Thom Bristol Township Supervisor 27 Park Drive South Yorkville, IL 60560 Kendall County Forest Preserve District 110 West Madison Street Yorkville, IL 60560 Yorkville School District 115 602-A Center Parkway Yorkville, IL 60560 Waubonsee Junior College Route 47 at Waubonsee Drive Sugar Grove, IL 60554 Bristol Kendall Fire Protection District 103 East Beaver Street Yorkville, IL 60560 9 Vol spa cs n�assaysa OW"TAN". INC. ZONING EXHIBIT - - � iiusi•gloom"mat pml 0 At-NUN . 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ORSTOL TOW7�P, NOIES: XVOALL COLMY, LLA" 1We In vloe aealW far aw h a Zeero ErorblL We map M not U PREPARED lM V7A be wed M e aaatruA.a at-, g purposes whtmt cwn t ion a from ju I agest of SmNh Enphealn N be "Nwm�aUp duo.4raa opnwanU w to Miminri mw It 'No wo.a paesad" Iww Mar lewted aiw d~Died noted. f• NW OoPMS-1 CRAIG L Dll •No dreldmad i7 oodh0. ,.L"S PROFESSIONAL •704 pap Y•aid Drdmt wWd embossed a red adored wd and No.3339(E)pIRES:11/30 OF ILL d0aoi�n , i f2D A UBSE T' SITE 1. / .«•.r. � ._ , , r r 27 - I } SEC"PARCEL" :- 4.13 AC. -THREE STORY OFFICE BUILDING 48.000$0.FT.BUII �'. 100'x 160' - -. "GARAGE -� - 1,500 SO.FT.BUILDING ••.. ET W x 50 BANQU FACILI ' 00 PAFUQ8B SPADES 3.02 AC. . - ,... :..y. 25,000 SO.FT.BUILDING 187 PAf11.ON0-41"ACE6 P X19 F �7 l ; HOT L" 1.79 AC. �. NV . 9&200 8O.FT.BUILOG _..• _ ��, 79 PARKING SPACES `x y TAURA 1 � 2.29 AG. 8,000$0.FT.BUILDING 88 PARKING SPACES c �� N82'44'37 IN J Land Use Summary Land Use Acreage Percent _ Land Advisory Services, LLC SEC Parcel 4.13 ac. 35% �'� c/o Smith Engineering Banquet Facility Parcel 3.02 ac. 26% 4300 Prime Parkway Hotel Parcel 1.79 ac. 15% McHenry, IL 60050 Restaurant Parcel 2.29 ac. 20% (630) 553-7560 Retention 0.43 ac. 4% D 2110' 4110' 60" Total Gross Acres 11.66 ac. Scale: 1"=80' SEC Planning.Consultants CONCEPT PLAN North Date:May 30,2006 Planning •Landscape Archltft-Wre •Community Branding PRAIRIE PO I NT E SHEET compiled best SV available information.t ti on.All t map a't Base mapping compiled from best available information.All map data TEXAS.•ILLINOIS should be considered as preliminary,in need of verification,and YORKVILLE, ILLINOIS subject to change. This land plan is conceptual in nature and does not represent any regulatory approval. Plan is subject to change.