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Plan Council Packet 2006 09-14-06 o United City of Yorkville . 1 800 Game Farm Road EST.14 11136 Yorkville, Illinois 60560 ,4 Telephone: 630-553-4350 Fax: 630-553-7575 4LE ,Vs.' PLAN COUNCIL AGENDA Thursday, September 14, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Corrections: August 24, 2006 2. 9:30 a.m. PC2006-34 -Kendall Marketplace Final Plat 3. 10:00 a.m. PC2006-68 - Bristol Bay Unit 11 - Final Plat 4. 10:30 a.m. PC2006-69 -Bristol Bay Unit 12 -Final Plat 5. 11:00 a.m. PC2006-70 - Bristol Bay Unit 13 - Final Plat Plan Council Aug.24,2006 Attendees: John Crois,Interim City Administrator Bill Dunn,EEI Dave Mogle, Dir.of Parks &Recreation John Whitehouse, EEI Travis Miller, Comm.Dev. Director Eric Dhuse,Director of Public Works Anna Kurtzman,Planning Coordinator Rebecca Houseman,Zoning Analyst Joe Wywrot, City Engineer Tim Fairfield, BKFD Guests: Pat&Steve Smart, Smart Start Pre-K Ltd. Pete Huinker, Smith Engineering George Kech, Smith Engineering Craig Duy, Smith Engineering David Schultz, Smith Engineering Mike Schoppe, Schoppe Design John Philipchuck, DBC &W Tim Sennoit,LK Capital, LLC Peter Lappin, LK Capital,LLC Malcolm Kanute,LK Capital, LLC Dan Kramer,Attorney The meeting was called to order at 9:30 am by Joe Wywrot. The August 14th minutes were approved as corrected. GCM Properties—Special Use Anna Kurtzman stated 2-3 parking spaces would be adequate for the facility,because there will be 2 employees. There will be 20 children(maximum) in both the am and the pm. Ms. Smart stated licensing by DCFS states no outdoor play space is needed for a 1/2 day program. She will provide this information to Travis Miller. The planned hours of operation are 8:15 — 11:30 am, and 12:15—3 pm. Traffic generated is drop-off and pick-up of 15-20 students per day session,which totals 80 trips. There is no striping change proposed for the parking lot. DCFS does not require curb ramps. The day care will be near the curb ramp. This is scheduled for Plan Commission on Oct. 11,2006 Prairie Pointe—Preliminary and Final Plan Zoning has been approved for the entire plan as B-3. Pete Huinker stated he understands the private drive along the south lot line of Lot 2 would be treated as a public street for determining frontage and be clarified in the development agreement. Lot 2 setbacks will be 30 ft. along Prairie Meadows,the 254' south lot line will be a side yard and the jogging line between lots 1-2 will be a side yard. The setback will be 50 ft. along Crimson Lane, 30 ft. along the private road on Lot 3.Lot 4 will have 30 ft. along the private road, 30 ft. along Crimson Lane and 50 ft. along Countryside Parkway. The private road is offset about 30 feet from the Wal-Mart access. Lot 3 should have no access to Crimson Lane other than where the private drive is according to John Whitehouse. Lot 4 should have one access to Crimson Lane(not Countryside Parkway). Smith Engineering did an initial mass grading submittal, and their resubmittal has addressed many of the engineering issues. If there are no provisions for Crimson Lane or a letter of credit posted by a developer/individual,the city is asking for provisions/plans in Prairie Pointe's subdivision. Wal-Mart's preliminary plan was approved for at City Council on 8/22. The developer will check on the curb cut outs at the post office,and the realignment across Lot 4. The developer suggested at this time that there would be a hotel site on Lot 4. City staff suggested an 8" "U—shaped"water loop along, and south of,the northern lot line of lot 4. The connection would be made at the northeast corner of the post office site. An additional 10 foot easement will be on the south west side. The second supply will be at Autumn Creek. The USPS storm sewer easement should be a public utility and drainage easement. The 20' easement along the post office fence will remain as it is. The storm sewer outfall discharge point will be along Crimson Lane then north to the swale along the east side. It flows into Don Hamman's pond. Travis Miller is recommending a cross access easement location on Lot 4. A determination needs to be made where the post office drive crosses this parcel. The developer will contact the post office. This will be at the Sept. 13 Plan Commission. Townes at Windett Reserve—Annexation and Zoning Bill Dunn stated that the collector route needs an 80' right of way,but at this time only the minor collector roadway section to be installed,which would be 34'back to back. He stated there is high probability,because Legion Road is not to be extended to Penman Rd.,the traffic count will be considerably higher than the 2500 ADT originally projected. Minor modifications to lot size(comment 48)of 13,000 sq. ft.were suggested by Mike Schoppe. The east west road, at final platting,may need to go further north, and this lot size would not be restrictive on the annexation agreement. An additional 52 parking spaces will be calibrated and provided in the town home areas. Parking spaces will not be on Road A. The right of ways will stay consistent, and the area will be encumbered with easements, including sidewalks for public maintenance. John Philipchuck stated they would bump the right of way so sidewalk will be in the public right of way and not in the private property,and state the home owner's association is responsible for the maintenance of the spaces. Regarding# 38- it is an extended eyebrow and the median is part of the right of way. It will be redesigned as a sideways teardrop with a single access. Parking spaces could be northwest of the island. David Schultz stated they have submitted an IDS to IDOT. He will add a note to the plan "Rt. 47 improvements as required by IDOT". Regarding comment# 7,this will be handled in the plat of dedication for the roadway. There are four units in each building, and there are cleanouts in each building. Each building will have one sanitary service and individual water services. Water will be 1 %z" minimum for each unit,tapped off a 6". Each valve box will be within 10' of the main line. Regarding EEI comment#15,the developer will need a minimum cover of 5 feet in the western portion only. Smith Engineering needs clarification on the amount of discharge or restriction coming to this subdivision. Currently they are providing 11 acre/feet extra in detention. Bill Dunn will clarify comment#43 and reply to Smith. Comment 44 should be addressed in the final plat. EEI will send language/requirements to Smith regarding requirements on comment#57. John Philipchuck stated the concept plan was started as a PUD,and is asking the city for consideration, since the new ordinance was passed in the meantime. Offered to the petitioner with current submittals are: 1)Delineate what additional information is needed,treating is as the concept PUD under the current ordinance or 2) show lots meeting R-3 zoning classifications, which require preliminary plat changes. John Whitehouse suggested having a condo declaration to cover the entire subdivision, then as each building is built a condo plat is filed on each 4 unit condominium. When filed each becomes a part of the original declaration. To avoid the PUD plan development process, because all building setbacks are being met, lots can be created to include the common areas. A blanket easement would cover all area outside the building area regardless of where the lot lines are. It was determined that the petitioner will submit a concept plan and a preliminary plan simultaneously. Anna Kui tzunan's comments,preliminary plats#2 and#3,will be addressed as a deviation to the zoning code. There was no delineation on the 21.34 acreage for school and park. There will be a path separating the two areas. Shown is a 3 acre park site(outlined)which essentially would be nothing more than a trail corridor. The petitioner will meet with the park board again on September 14. This will be presented at the October 11 plan commission. Beaver St. /Rt. 47—Rezoning There is no issue with the request for B3 re-zoning of this one parcel,which is currently zoned Ml. The use will be more commercial than manufacturing. John Philipchuck is requesting a full access onto Beaver Street,which is developed on a site by site basis. The current access is too far east. The storm water may be revised but no additions are suggested. No setbacks can be determined until a site plan is turned in. DOT is proposing intersection improvement,but no signalization. This will be at the Oct. 11 plan commission. Nelson Property—1 /2 mile review A site plan is requested by City Staff. The City is recommending a dedication of right of way of a minimum of 40 feet along River Road. The east-west lot line between lot 1 and lot 2 will be the front lot line for lot 2. Dan Kramer stated that the R-1 setbacks recommended as staff would be okay with the petitioner.No sidewalk is required. This will be at the Nov. 8 Plan Commission. Minutes submitted by Annette Williams a 002/009 09/08/2006 13:00 FAX 773 6250056 HARLEM IRVING Co. i•i630 553 7646 P.02 i ih tiVUlNttK!Nla UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# APPLICATION & PETITION Please Check One: Preliminary Plan X Final Plat Development Name: Ke..tosaur Mammal-PLACE Date of Submission: SEPT. 8 2Qoco 1. Name of Petitioner(s): CAtiu01.1150A.4. L C. / =lo ytgo ugt-1 ieV gilfa COIAPA tEs Address: 4104 tjocen4 i-Wz& i Ave. • Gt tc.o I I. te01,34-- I7 Phone Number: (-r73) 4o25- 30sto Fax Number: (73) (02.5- oose 2. a). Street address and physical location of subject property: t logrHw.sT coulee cc LAS 34 AMC, C4: .u.w►1EAJ..L TOA b), Legal description of property; attach as Exhibit"A". c). Total Acreage: t q 3 ac(1- s 3. Contact Information: Name,address,phone number and fax number of person to whom inquiries regarding this petition may be directed: J%N S .E� - PRo_WEC _ AC.•,9 1.104• : _ L qv y. • 112Vtial Ct.*9AtsteS - .'( - • 71 5- Pix Attorney: Name: Li(MCA l.sc,e t Address: 2.2.4 s. Zeto4E 5t., Yo¢vl4z4.4e. 1I„ ieost,o Phone Number: (G3o) 553- S Uzz Fax Number: ((,o) 9s3• Engineer: Name: Sett F coe.ieRatk.4,c. Coasut.Tr�rrs Address: 45co 'PamAe Pekosa..spe tiAc14rmase t . (,00so Phone Number: (6;01 ssA--rsaa Fax Number: (Co',3553- 7t,4d, Land Planner: Name: PVDA gacat-rtr Address: 7.o .4. kiacv - Dive _ SvI4TE t5op C44 C.Ata7 , tL GD(,Oto Phone Number: (312.) -rqs - (za5 Fax Number: (3lz) tzst Page 1of7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 09/08/2006 13:01 FAX 773 6250056 HARLEM IRVING Co. 2003/009 -Up-cew_+o 11;Z4 5II I TH ENGINEERING 630 553 7646 P. 3 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. 12 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13"envelope 2. 7 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 7 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. in witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(Le.Planner, Petitioner's Attorney,Engineer)must appear on this application.) D% 4-Cil\f\O • 60f Le' Subscribed and sworn to before me this day of " ,200 (0 ;i . iL-01/6-MA Notary Seal THIS APPLICATION MUST BE NOTARIZED. • OFFICIAL SEAL. tajto2t S3ed):3 Nrnssionoo AN ALICE JACKSON sioNni,Jc 31r1S JIl3f0d ANION NOM PUBLIC•STATE OF ILLINOIS NOS>l'r 3D1111 P t V: MISSION EXPIRES:17A1A7 713511e13lddO rc Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: I/27106 09/08/2006 13:01 FAX 773 6250056 HARLEM IRVING Co. [2]004/009 JLI CJ17 Gl'JUD 1 1 « 51"l 1 I H LNU I NFFR I NG 630 553 7646 P.04 T6IzpHONE UNE --- 25 GAS UNE `�°— If TREEUNE TR Eek + FENCE ; TRAFFIC SIGNAL VAULT THAT PART OF THE sOUTN EAST 1/4 OF SECTION 19, PART OF TYPE SOUTH 1/2 OF SECTION 20 AND PART OF THE NORTH KEST 1/4 OF SECTION 29, TOWNSHIP 37 NORTH. RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS. COMMENCING AT THE SOUTT!EAST CORNER OF SAID SOUTH EAST 1/4 SECTION 19; DOME NORTH ALONG THE EAST LINE OP SAND S0U71 EAST 1/4 310.20 FEET; THENCE KESTERL Y PERPENDICULAR 772 SAID EAST UNE 198.0 FEET FOR THE POINT OF BEGINNING THENCE EASTERLY ALONG THE. LAST DESCRIBED COURSE 1980 FEET. THENCE 5011TH ALONG SAID EAST LINE 3r0.20 FEET TO SAID SOUTH EASY CORNEft THEN E'SOUTH ALONG THE; REST LINE OF SAID NORTH NEST 1/4 OF SECTION 29. 0.15 ITET TO THE CENTER LINE OF U.S. ROUTE NQ 34: THENCE EASTERLY ALONG SAID CENTER LUNE WHICH FORMS AN ANGLE Or 95 DEGREES 41 MINUTES 25 SECONDS KITH THE LAST DESCRIBED COURSE. MEASURED CLOCKWISE THEREFROM. 20.59.30 FEET To THE CENTER LINE EXTENDED SDV7HDILY OF CUT–OFF ROAD,: THENCE NORTHERLY ALONG SAID CUT–CFF ROAD cENTIDR LINE EXTENDED AND SAID CEN7CR LINE WHICH FORMS AN ANGLE OF 106 DECREES 47 MINUIES. 23 SEL7L7F/DS INTN THE LAST DESCRIBED COURSE; MEASURED CLOCKWISE THEREFROM, 1816.44 FEET 7o THE NORTH %E$T CORNER OF OAK KNOLLS SOBOfWSIC>NN: THENCE NORTHERLY ALONG SAID CUT–OFF ROAD CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES, 26 AIINU1ES 14 SECONDS WITH THE LAST DESCRIBED COURSE. MEASURED CLOOFWSE TNEREFRCZQ, 746.59 FEET THENCE NORTHWES7LRL P ALONG A LINE K?IICH FORMS AN ANGLE OF 86 DEGREES, 39 MINUTES, 00 SECONDS *ITN THE CENTER LINE OF CUT–OFF ROAD GOING NORTHERLY FROM THE LAST D✓W8CV POINT, MEASURED CDTJNTER CLOCKMSE THEREfRCY4 441.97 FEET; THENCE tIt NORT7411E57ERLY AICWG A LINE FORMING AN ANGLE OF 33 DEGREES 20 MINUTES 00 SECONDS WITH THE PROLONGATION OF THE LAST DESCRIBED COURSE; MEASURED CLOCKWISE THEREFROM, 65.90 FEET; THENCE NORTHFILV ALONG A LINE 194/0/FORMS AN ANGLE OF.58 DEGREES, 44 MINUTES, 00 sc.-coops !47TH THE PROLONGATION! OF THE LAST DESCRIBED COURSE MEASURE° CLOCKWISE THEREFROM. 138,82 FEET THENCE KESTE7ILY ALONG A LINE WHICH FORMS AN ANGLE OF 271 DEGREES 25 MINUTES 4 SECCNOS 147711 T74£ LAST oE504NDED COURSE MEASURED COUNTER GT.00KW$E THEREFROM 2658.89 FEET TO A PONT ON THE EAST LINE OF SAID SOUTH EAST 1/4 OF SECTION 12 14141CN IS 147.18 FEET SOUTH or THE NAR77! EAST CORNER or SAID SOUTH EASE 1/4 1 THENCE 14L577PL Y ALONG n+E PRCLCIIGA770N OF THE LAST DESCRIBED COURSE 580.8.0 FEET, THENCE K;STeRt ALONG A LINE 1$X01 FORMS AN ANGLE OF 176 DECREES 11 AnWUTES, 47 SECONDS KITH T)8 LAST DESCRIBED COURSE MEASURED COUNTER CLOCKWISE THEREFROM 258.97 FEET TO A POINT ON TUE. NORTH UNE OF SAID SOUTHEAST 1/4 WHICH IS 7826.22 FEET EASTERLY OF THE CENTER DF SAID SECTION 19; THENCE SOUTHEASTERLY ALONG A UNE WHICH FORMS AN ANGLE OF 62 OEGREES 59 MINUTES, 70 SECONDS KITT•? The LAST DESCRIBED COURSE, LEASURE° CLOOFINSC THEREFROM 2417"25 FEET To TUE PONT OF 8[;GINNANG, (EXCEPT MAT PART OF THE NORTHWEST 1/4 OF SECTION 29, TOWNSHIP 37 NORTH, RANGE 7 EAST or THE THIRD PRINCIPAL MERIDLAN DESCRIBED AS FOLLOWS: COMAfENLYNC A7 THE INTERSECTION OF THE CENTERLINE Of LLS ROUTE NO. .34 AND THE CENTERLINE CF CANNONBALL TRAIL: THENCE NORTH 21 DEGREES. 49 MINUTES, 35 Sp1CdND5 EAST ALONG 'HE CENTERLINE OF CANNONBALL TRAIL. 55$.0 FEET FOR THE POINT OF B£G+NNING; THENCE NORTH 68 DECREE$ IO MINUTES 2` SECONDS i& 7; 480 FEET; 71,I£NCE SOU7N 21 DEGREES 49 MINUTES. .35 SECONDS NEST, PARALLEL TO SAID CENTERLINE Of CANNONBALL MAR. 470.0 FEET. THENCE SOUTH 57 DEGREES 49 MINUTES: 35 SECONDS 14E5T, 74.81 FEET TO THE NORTHERLY RIGHT or WAY OF SAND U.S. ROUTE NO, 34; 77*7!CE EASTERLY ALONG SAID NO7THERLy LINE, 96.06 FEET TO THE CENTERLINE OF CANNONBALL TRAIL; THENCE NORTH 27 DEGREJ:S, 49 MINUTES. 35 SECONDS EAST. ALONG SAID CENTERLINE 502.78 FEET TO THE POINT OF BEONNING AND EXCEPT MAT PART Or THE SMITH HALF OF SECTION 20, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS; COMMENCING AT THE SOUTHEAST CORNER Or 1HL scUrNCAST OUARIZR Of SECTION 19 TOWNSHIP AND RANGE AFORESAID; THENCE 5011711 ALONG 747E *EST UNE OF THE NORTHKEST OUARTER Cf SECTION 29, TOWNSHIP AND RANGE AFORESAID, 429.15 FEET To THE CENTERLINE OF V.5 ROUTE NO. 3a: THENCE EASTERLY ALONG SAID CENTERLINE *MCH FORMS AN ANGLE OF 95 DEGREES 41 MINUTES 25 SECONDS PATH THE LAST DESCRIBED COURSE MEASURED CLOCKWISE THEREFROM, 2059.30 FEET 113 THE CENTERLINE EXTENDED SOUT7f£RLr OF CANNONBALL TRAIL: THENCE NORTHERLY ALONG THE CENTERLINE Or SAID CANNONBALL TRAIL, IIfRCH FORMS AN ANGLE or T06 DEGREES 47 MINUTES 2.3 SECONDS writ PIE LAST DESCRIBED COURSE urEASURED cis THEREFROM, 1916.44 FEET TO THE NORTHWEST CORNER or OAK KNOLLS SUBDI{4SIOY,' THENCE CONTINUING NORTHERLY ALONG SAID CENTERUNE KNIGI FORMS AN ANGLE OF 180 DECREE'S 26 ARNU?ES 14 SECONDS PATH THE LAST DESCRIBED COURSE MEASURED CLOCKWISE Ineee1R014 746,59 FEET FOR THE POINT OF BEGINNMMS 1N£NCE NORTHWESTERLY ALONG A EINE' %17071 FORMS AN ANGLE OF 94 DECREES 29 MINUTES 17 SECONDS WITH SAID C(ii1TRLINE, MEASURED CLOGYONSE THEREFROM, 74400 FEET, THENCE SOUTHERLY ALONG A EINE *NCH FORMS AN ANGLE OF 85 DECREES 30 MINUTES 43 SECONDS WIN THE LAST DESCRIBED COURSE MEASURED CLOQCMSE• THEREFROM AND PARALLEL 1001 SAID CE7v1ERLF 10/100 FEET.- PENCE EASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 94 DECREES 29 MINUTES 17 SECONDS MTH THE LAST DESCRIBED COURSE, MEASURED CLOCXnSSE THEREFRON, ICL;OO FEET TO SAID CEMERLiMI THENCE NORTHERLY ALONG SAID GENTERTJNE WIICH FORMS AN ANGLE OF 85 DEGREES JO MINUTES 4.3 SECONDS MYTH THE LAST DESCRIBED COURSE l00,00 FEET TO THE POINT OF BEGINNING), IN BRISTOL TON74SHIP, KENDALL COUNTY, 1LUNas. To mid America and Chicago me insurance Company. This 13 le earthy Old this map or plot end the survey on which It Is hosed were mode a+ aceordence WM The "Minimum Standard Datoa Requirements far AL TA/ACSM Land 77tle Swwye,'Jatatly established and=kip fed by ALTA arid NSPS h 2005, end Includes Items 1, Z .z 4. 7a, 8 IC. end 17a of Table A thereof Pursuant to the Accuracy Stondmds aS adapted by ALTA and NSPS and in Wet, an the dale of this certifcation. undersigned further Certifies Mel in any prates's:anal eapinlcn, as o land stoves..registered In the Stole el Illinois. the Rdative Positional Accuracy of this survey does net erased !hot uMch Is *edited therein. Doted at Yoreeille, XTJn AXi�p L d \ :/!!3C �A1GLOUr•t • Craig L Duyt I- r ,T, A x License Expdoli- : 11"-s0. 'e-•. `y..' 09/08/2006 13:01 FAX 773 6250056 HARLEM IRVINC Co. Z005/009 1 1•ec Sill l H ENGINEERING 630 553 7646 P.05 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 indicate& Step 2: Plan Council: The Planning Council meets the 2nd and 4a'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/Pins1 Plat Application Revised: 1127106 09/08/2006 13:02 FAX 773 6250056 HARLEM IRVING Co. Z006/009 �Cr—um-euut, I i H ENGINEERING 630 553 7646 P.216 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. Date Signature of Petitioner Page 4 of 7 United City of Yorkville Prelimiaary/Finat Plat Application Revised: (/27/06 Fltj007/009 09/08/2006 13:02 FAX 773 6250056 HARLEM IRVING Co. r—ur3—.eete.lb 11:23 SMITH ENGINEERING 630 553 7646 P.07 CHECK LIST FOR PR LIIVIINARY PLANS SECTION I; WRITTEN DOCUMENTS I. A land use application containing the following: Not Applicable Acceptable Deficient k 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 as 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/recreationaI facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,42 streetlights. S. Existing vegetation and plantings. 9. Any other information requited by the City,to clearly show the proposed site plan elements. Page Sof 7 Ututad City of Yorkville Preliminary/Cinai Mt Application Revised: 1127106 a 008/009 09/08/2006 13:02 FAX 773 6250056 HARLEM IRVING Co. .=.r-ero- eWo t l; s SMITH ENG I NEER I NG 630 553 7646 P.08 CHECK LIST FOR FINAL PLANS SECTION I: WRITTEN DOCUMENTS I. 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 I. Must be drawn to accurate engineering scale. 2. Must contain the following information. A. Scale B_ North Arrow C. Original and Revised dates D. Name and address of owner of record E. Narae 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 8. 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 ____ P. 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 Iower 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 Preliminaty/Final Plat Application Revised: 1/27/06 09/08/2006 13:02 FAA 773 6250056 HARLEM IRVING Co. C�3J009/009 acr—elzs-Ge64 11;2.5 SMITH ENGINEERING 630 553 7646 P.09 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 bask 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 terming 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 or Yorkville Preliminary/Final Plat Application Revised: 1/27/t36 TOTAL P.09 PC d oou- 39 .cs.0 c,ry United City of Yorkville J� County Seat of Kendall County +, fin'" , 800 Game Farm Road EST.itvam 1836 Yorkville, Illinois, 60560 D In y Telephone: 630-553-4350 Fax: 630-553-7575 '7 ``°�'� ��0 Website: www.yorkville.il.us °CCEx•'~ August 22, 2006 To: Travis Miller 7,11 Frm• Anna B. Kurtzman, AICP and Rebecca Houseman I Subject: Plan Review of Preliminary Plan for Kendall Marketplace Commercial and Residential PUD dated May 26, 2006 Staff has reviewed the Preliminary Plat, Zoning Exhibit, and Preliminary Plan for Kendall Marketplace commercial and residential PUD located at the northwest corner of Highway 34 (Veteran's Parkway) and Cannonball Trail in the City of Yorkville for compliance with the zoning code. The subject property is currently zoned Al — Agricultural District. The following zoning report is based on a PUD, as requested by the developer. Because the subject property will be a PUD, the developer must be clear if he or she is asking for deviations from the zoning code. If the developer is requesting deviations from the zoning code, that information must be provided to us. If the developer is not requesting deviations from the zoning code for the R-2 and B-3 districts, the submitted plans are deficient in the following areas: Preliminary Plat 1. Lots 54 and 18 do not have frontage on a public street. The front of the lot must be identified in order to determine the rear and side lot lines. All lot lines must be identified so that the building setbacks may be determined. Building permits cannot be issued unless all the setbacks have been identified and are in compliance with the zoning code. 2. Building setback lines are not shown on Lots 1, 21, 54, and 55. The building setback line in the B-3 zoning district must be 50 feet from the front property line (10-7D-4A). 3. The width at the building setback line is required to be shown on the single-family residential lots 24 through 50 (11-3-3B-2). The required width at the building setback line is 80 feet in the R-2 zoning district (10-6C-3B). 4. The plan indicates that the townhome areas (lots 51 and 52) are to be dedicated to the homeowners association. If the homeowners association is not planning to own the townhomes, there are two options of conveying ownership to those purchasing the townhomes. The developer can either create separate lots for the townhomes or the developer can create exceptions to blanket easements (EBEs). Either option must be indicated on the final plat. T. Miller Kendall Marketplace August 10, 2006 Page 2 of 3 5. The corner side and front lot setbacks are inverted on lot 6. The front setback is 50 feet and must be on the Cannonball Trail side of the lot. The corner side setback is 30 feet and must be on the Veteran's Parkway (Route 34) side of the lot. 6. The following definitions are for the applicant's information and may help the applicant determine proper setbacks and lot lines (10-2-3): a. Front Lot Line: The front property line of a zoning lot. b. Lot Frontage: The front of a lot shall be that boundary of a lot along a public or private street; for a corner lot, the front shall be the narrowest side edge of the lot fronting on a street; provided, that the owner may orient his building toward either street. c. Interior Lot Line: A side lot line common with another lot. d. Rear Lot Line: The rear lot line or lot lines most nearly parallel to and more remote from the front lot line. e. Side Lot: Lot lines other than front or rear lot line are side lot lines. Using the aforementioned definitions, the applicant must determine the setbacks of lots 1, 6, 18, 20, and 54. 7. Proposed easements must be shown on the plat for all zoning districts. Building permits will not be issued for any buildings or structures located within any easement. 8. The applicant should be aware that there are more restrictive requirements on the plat for the commercial outlots than required by the zoning and subdivision code. The subdivision code only requires the building setback lines to be shown on the plat (these are the setbacks between the right-of-way and front or corner side yard lines). You may include the other setbacks (rear and internal side), but this is not required. The applicant should be aware that, according to the zoning code, the B3 setbacks are as follows (10-7D-4): a. Front Yard: 50 feet b. Rear Yard: 20 feet c. Side Yard: 20 feet between the building and the side lot line d. Side Yard Adjoining a Street(Corner Side): 30 feet e. Transition Yard: 30 feet i. Definition: Transition Yard (10-7D-4D) — Where a side or rear lot line coincides with a residential district zone, a yard of not less than 30 feet shall be required. A transitional yard shall be maintained only when the adjoining residential district is zoned R-1 or R-2 One-Family Residence District. 9. Typical setbacks are needed for all areas (single family detached, single family attached, and commercial). Preliminary Plan 10. The box on the front page shows the typical drive aisle widths. Please note that the final plat must show the drive aisle widths at least once for each proposed parking lot area to ensure T. Miller Kendall Marketplace August 10, 2006 Page 3 of 3 compliance with the zoning code. The minimum aisle width is 24 feet for two-way traffic (10-11-3A). 11. Loading berths are needed for all retail stores over 5,000 square feet. Locations and dimensions of loading berths for each proposed store must be outlined on the preliminary plan before it may be approved. One 10-foot by 25-foot loading berth is required for each retail store between 5,000 and 10,000 square feet(10-11-6D). 12. The townhomes outlined in the residential portion of the plan do not show parking. Please note that townhomes require two enclosed parking spaces for each unit (10-11-4A). The applicant may also want to consider creating a guest parking area because of the density of the proposed project even though it is not required by the zoning code. 13. Architectural renderings of the townhome buildings must be submitted to determine the front of the townhomes. The dimensions of space between the buildings and other buildings and the buildings and property lines must be shown on the final plat. The following are the building separation requirements (10-6E-10): a. Side to side: 20 feet b. Side to rear: 40 feet c. Rear to rear: 60 feet d. Front to Side: 50 feet e. Front to front: 50 feet f. Rear to front: 100 feet Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE Lynsey Kawski Jim Snyder, Harlem Irving Companies S:\Rebecca\Yorkville\Commercial Plan Review\Kendall Marketplace.doc ,.c0) circ United City of Yorkville � County Seat of Kendall County n' 800 Game Farm Road EST.Ito gla 1836 Yorkville, Illinois, 60560 .4 rA Telephone: 630-553-4350 1. R oop ,-*Ics.,,, Fax 630-553-7575 *"" �'�' Website: www.yorkville.il.us LCE ,~ August 31, 2006 To: Travis Miller // C From: Anna B. Kurtzman, AICP and Rebecca Houseman 0 Subject: Plan Review of Final Plat of Subdivision for Kendall Marketplace Commercial and Residential PUD dated July 31, 2006 Staff has reviewed the Final Plat of Subdivision for Kendall Marketplace commercial and residential PUD located at the northwest corner of Highway 34 (Veteran's Parkway) and Cannonball Trail in the City of Yorkville for compliance with the zoning code. The subject property is currently zoned Al - Agricultural District. The following zoning report is based on a PUD, as requested by the developer. 1. Because the subject property will be a PUD, the developer must be clear if he or she is asking for deviations from the zoning code. If the developer is requesting deviations from the zoning code, that information must be provided to us. 2. The final plat cannot be approved until the preliminary plat is approved. 3. The location maps on sheets 2-8 do not match the site plan on sheet 1. 4. Building setback lines are not shown on lot 21 (open space) and lot 22 (park). The building setback line in the B-3 zoning district is 50 feet from the front property line (10-7D-4A). The building setback line in the R-2 zoning district is 30 feet from the front property line (10-6C-4A). Building setback lines must be shown to determine compliance with the zoning code. 5. The corner side and front setback lines are inverted on lot 15. The front setback is 50 feet and must be along the unnamed street. The corner side setback is 30 feet and must be along Beecher Road. 6. The corner side and front lot setbacks are inverted on lot 6. The front setback is 50 feet and must be on the Cannonball Trail side of the lot. The corner side setback is 30 feet and must be on the Veteran's Parkway (Route 34) side of the lot. 7. The front of lot 7 is along Cannonball Trail, and the setback is 50 feet. T. Miller Kendall Marketplace August 31, 2006 Page 2 of 2 8. The plan indicates that the townhome areas (lots 51 and 52) are to be dedicated to the homeowners association. If the homeowners association is not planning to own the townhomes, there are two options of conveying ownership to those purchasing the townhomes. The developer can either create separate lots for the townhomes or the developer can create exceptions to blanket easements (EBEs). Either option must be indicated on the final plat. 9. Proposed easements must be shown on the plat for all zoning districts. Building permits will not be issued for any buildings or structures located within any easement. 10. Typical setbacks are needed for the lots to be zoned R-2. 11. Please indicate the proposed zoning classification for lot 20. A police station is not permitted in the B-3 district, but it is a special use under the R-2 district. As such, the special use should be called out in the application. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE Lynsey Kawski Jim Snyder, Harlem Irving Companies Pete Huinker, Smith Engineering Craig Duy, Smith Engineering S:\Rebecca\Yorkville\Commercial Plan Review\Kendall Marketplace\Kendall Marketplace Final Plat Review 8.3 1.06.doc PC )60(f) 3(4 52 Wheeler Road •Sugar Grove, IL.60554 TEL: 630/466-9350 FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. September 7, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Kendall Marketplace Final Engineering Review(Residential& Commercial) Final Plat of Subdivision Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced Site Development Plan submittal: • Final Engineering Plans for `Kendall Marketplace - Residential° prepared by Smith Engineering Consultants, Inc. consisting of forty-three (43) sheets dated August 11, 2006. • Final Engineering Plans for "Kendall Marketplace — Commercial" prepared by Smith Engineering Consultants, Inc. consisting of fifty-two (52) sheets dated August 11, 2006. • Stomiwater Management Report prepared by Smith Engineering Consultants, Inc. dated August 14, 2006 • Drainage Report & Storm Sewer Sizing Report prepared by Smith Engineering Consultants, Inc. 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 Consulting Engineers Specializing in Civil Engineering and Land Surveying • systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in- depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: 1. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 2. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered/threatened species or natural areas. b. (IHPA) regarding preservation of cultural resources. c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (TEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (TEPA) 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. 3. An agricultural field tile survey should be performed and the results submitted for review. COMMERCIAL GENERAL 4. 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 52) per Subdivision Control Ordinance Article 6.03.01. SPECIFICATION & GENERAL NOTES 5. No. 7 of the General Notes should be revised to specify a Neenah R-1530 casting instead of a Neenah R-1772. (SHEET 2) G:\Public\Yorkville12005\Y00532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIatD4.doc GEOMETRICS & UTILITY PLANS 6. Per page S-14 of the "Standard Specifications for Improvements", Fire hydrants should be installed at each intersection and at intervals not exceeding the requirements of two fire hydrants serving any point of any building, or 300 feet along the roadway, whichever is more stringent. The engineer should address the fire hydrant coverage in the following areas: a. The retail buildings to the west of valve 804. (SHEETS 7&8) b. The northern part of the building on lot 19. (SHEET 14) 7. The City has a policy of not utilizing 10-inch water main in its design. This is a maintenance issue for the Public Works Department. We, therefore, request that the sections of 10-inch main proposed in Kendall Marketplace be revised to 12-inch in cooperation with the City. GRADING & EROSION CONTROL PLANS 8. Proposed contours at one foot intervals should be shown on the plans. 9. The following areas do not the minimum grading requirements for paved areas and should be addressed by the engineer. a. Between spot elevations 633.36 and 637.00 at approximate stations 1800+55 and 1801+80. (SHEET 16) b. The aisle adjacent to the southeast corner of the large retail building in the southwest portion of the site between the 637.84 spot elevations and the spot elevation of 637.80 at the parking island. (SHEET 16) c. The area to the east of station 1715+00 between spot elevations 636.15 and 635.95 and 635.95 and 636.00. (SHEET 18) d. The area to the north of storm structure 304 between spot elevation 635.57 and rim elevation 635.14. (SHEET 18) e. The area to the north of storm structure 490 between spot elevation 636.00 and rim elevation 634.55. (SHEET 18) f. The handicap parking stall to the north of storm structure 538 between spot elevations 635.40 and 635.55. (SHEET 18) g. The handicap parking stall to the north of storm structure 540 between spot elevations 635.40 and 635.55. (SHEET 18) h. The area to the north of storm structure 468 between spot elevation 635.20 and rim elevation 635.10. (SHEET 18) i. The area to the south of station 1913+60 between curbline spot elevations 635.20 and 635.20. (SHEET 18) j. The area to the northwest of storm structure 544 between spot elevation 635.70 and rim elevation 635.35. (SHEET 18) k. The area to the west of storm structure 520 between spot elevation 635.15 and rim elevation 634.65. (SHEET 18) I. The area to the north of storm structure 512 between spot elevation 635.00 and rim elevation 634.60. (SHEET 18) m. The loading dock area to the southeast of storm structure 426. (SHEET G:1Pubiic\Yorkville12005\Y00532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIat04 doc FINAL PLAT OF SUBDIVISION SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET YORKVMU, nLINOIS 60560 PH: 630-553-7560 FAX: 630-553-7646 BRISTOL BAY P.U.D. vrwx.smithengineering.com E-MAIL: sec®smithengineering.com r McHENRY ■HUNTLEY wYORKVILLE UNIT 12 ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 FOUND 314" IRON PIPE COMP. FILE: 060305FP Phase 3.dwg A SUBDIVISION OF PART OF THE SW 1/4 OF SEC 4-J7- 7, 0.31' E o.os'S of CORNER WEW uN STANDARD -00 ,�,�N R � AND PART OF THE NW 1/4 OF SECTION 9-J7-7, �� \ IN THE UNITED CITY OF YORKVILLE, BRISTOL TWP., KENDALL CO., ILLINOIS �- 4 4 �14 14 SITE LDCS► TION M P e PROJECT RQ .70 ��s AREA Old • x, _ Rs •Y�'atror�ctl8n/, � us ' ds 47 Don ld E • iq Chic qqo ///,5. �'7,'0/7a chramm 8lt8p �i`N�S�40 17!.23 Roti A. � A ! e^5 C cd ZI .£ 7- . ? I W 110. /X3.0,9 �4J"ll ,. - ` C j 11 BRISTOL BAY P.U.D. R �11 I<„ gra jz 4 /GC7 R;ehatd An; 99 53 20 UNITII Co ' .UacKsav7 s�nitw•in ao rss �r BO • zd.ss 2e DOC. NO. --� •clotrrrlN I ----- P.O.C. UNIT 12 N t`oial,9ark �T •t�y1 I t-A)w' FOUND IRON PIPE s • .csz Trust nt0. Mur 2447.-4 exr rs�: PER DOC. NO.83-316 I ge{f�y .1199107-02 D`frccice 132.25 Borne :y I rji Jick�sor-i � 8 FOUND CONCRETE MONUMENT 9.28 P.O.B. UNIT 12 �' o. �z AT CORNER N01721070E LOT 1726 23 884 » I .c B2 113.5/ • t29Q7 a I r o r n 10' 20 00' 7,733 S.F. N8847 59 W N R tjl� dnfs T.8., &SOC � •� '� �r1r I 45 J 655.94 N 88 47 59 W S88 47597E -. 19.41'N01°12'01"E 1�1 "�\ N f Bao -Ac 0 ran co us 1 .38 135.22 164.83 105.51 O f0 105 00 ° Fes . 4 _ .- - ,? ,p Ci Ira -¢D /t43 1250' LOT 1724- rr► 75 . `` er N R, M LOT 1723 M N8136 33 E 10,204 S.F. M - - ° S88 475 224.81 S89 05 02 W - _ - - Cxrald SOUTH UNE OF SEC. 4-37--7 » O' » 11,647 S.F. - ,. X00 3 ;� 3 g 9 �• �•e n �4 37� ku Nai; ,! B7_toIN ' 140.46 S884759 -= 56.50 /� rctsl 6.34' 0 30.15' 8.29 5.29 8.29 25.29'23.1 �-n' 1830 5 1832 � �- 'Ap Q• 3832 �� °� 77.74 CT1 JO' w W N o 2649.78'N89°05'02'_� - N70'21'39'EE��•35'�3�5 w N N B.S.L N r a r N o O , 8 73 LOT 1722 `'" 6 b~'N M d• 0 co r% rho rn r 1833 r = _ NORTH UNE OF SEC. 9-37 7 cr N N N t6.xZ ' o $g' 9 25.29 `a Natio co ccoo 00 004 000 0c INCti? 1829 o z o o°D o L=17.28 R=30.00 �` t� avin d.�>etond cTosept„ne L ,A 20,239 S.F. 96•• S•2 .� cP�' ''r- � e- r- r 2 ao � 2 cn o _ o e r � �8 O! He�n TruSf' O Q• 0 30.15 > w ��N o �o �T� 1828 a► ^ 1834 o CH-17.04 CB=S66 01427E �M IVufiaRalBwrk, 18.98 _ Robe Trust-1t/o. N70'09 55"E .397E 5 �� 140.46' N8$47'59»W w0 56.50' » rn rn 1835 "' Z :"[;, G Iz97 sta.1 O �Y 6, NCO 529' 31 N � _SCA t9 ,35°W L= 3.50 59 BRISTOL BAY f.U.D. ash 1f3t3B " ' .. .: NOT TO SCALE I 96 S 6•Zg 2 ,� � o� T1a• 3.8 p ' � °� 56.50'' N G.Bk •:...[�fR1f4s. .. FOUND IRON PIPE 15' cA 56 g7 211.56 S884759'E �o ti� CO I PER DOC. NO. 83-316 30' ' > O 'a N - 3•G 3 LOT 2050 15.08' CO UNIT IO I co �p 0 �f1 1 33.37' 47, 9' N0172'01 E Ct c�� Rte. ' r a` w t3� L= 122.63' 110.74 e R o,> DOC. NO. o 1'39 6.11 Cs er ' LOT 174411,226 S.F. LOT 174311,678 S.F. o ,�, -------- LAT PREPARED FOR 5-0'2 ,W Ns8 2 Gg 14a46 *4 759 3 CENTER HOMES 9 ,t38 0,21+39 �W C5 c 89 25. 3 „ 15 25.29 8.29 25.29 8.29 3 . s'9vt 6 o R 26.00' 2205 POINT BOULEVARD SUITE 200 o 92.23' 55,0,21'39 ,E 68 �S'3' o o Q M N O O o0 p O '^I� CD c� N 3. o r 'r ELGIN,, 11,L I N o 1 s 60123 0 3, ,3g �r?" p N N N N T' T" O Oma- r � O F N40 2816E g2.2 N70.21 �� rn rn a� rn o rn�A �, ro a� rn 0) rn a�� 0, N L=41 .17 R=30.00 s$' 9 �� - C � CURVE TABLE PROJECT CONTACT: 9 ' '°' a o e.s` o CH=38.01 CB=N 1 Q°13'01"W 17.94 » c1 j .� (p�- „ » o S702t 39 W z � O O 15 00 .3g 140.46 N88 47 59 Iy M R. JOE MARX CURVE LENGTH RADIUS CHORD CHORD BEARING pI-IONE. (8A.7) 788-6300 N 70'21 1248' 29.40 N0171 10 E`� O 140.46 N884759 W v tp _"'"'�L=18.37 R=188.00 • Sy w 136.93 145.54 23.41 NO171 10 E--�1 Cl 8.09 5,00 7.23 S12°50'00'W B' CH=18.36 CB=N26°17'45"E � ,W wo '�� 148.97' 8' '33' ' S �r LOT 1721 c j ,2139 N 14897'10541' 158.59' rrry C2 87.33 87.00 83.71 S62°15'50'E FAX. (847) 783-6303 7,450 S F. (J3 _ s / 9-55,0 E .. 4- c., » . .. 152.06 v 0 -68 10.0139 W � 0�-27.49'S0171 10 W A I"---25.55'S0171,10 W ra L=7.70 R=5.00 C3 7,85 5.00 7.07 S65°50'22`E ,OCP, 11 69 75' 510.09'55 E. Nx 5 30 8.2 " C4 13,46 40.00 13,40 N59°31'02'E 06 �1 N a cl :� w a r N chit CH=6.96 CB N67 36 36 E CS 21.59 30.00 21.12 S89 46 27 W J 19 • N10 ' o d LO o ti o 0 o O o �, 15.47 S68 16 35 E C6 35,98 50.00 35.21 S89 46 27 W TOTAL GROSS ACRES = 5.99 ac. �° gs•, � rn rn rn rn 0 _ rn rn COrn rn ' ° ` g7 g 2 2 C0 , � ° c) N N N 04 - Q)" o c, 1 g r r r L=39.89 R=208.00 ° ' O O ��. 0,2 0 r- oo h o ° r rr C7 20.20 60.00 20,10 N59 31 02 E o, 09 z �, o a �6 o CH=39.83 GB=N16 1346E C8 119.94 62.00 102.OS S34°34'49'W O c" w O 6� 'I`N 96.87' N89 140.46'140.46' N8949'09"W w 15,22' N79°15'53"V1/ C9 10.51 67.00 10.50 S25°20'04'E °° �° �� LOT 1745 8,922 S.F. w LOT 1746 9,819 s F. 0 102139 W •Z C16 c�2 6g. ' 0 141.30' = C10 19,47 15.00 18.13 N3202526'W .N g1' S •W 0 yN'0A`14 L=1.05 210.76' N8949'09'W L=7.75 R=S.00 C11 39.32 88.00 39.00 S08°02'16'E LOT 1720 �, 0 6• 5101'3gg•W 5G'�o' �,�r� SANTA MONICA STREET CH=7.00 CB=N34°51'17"W C12 20.29 15.00 18.78 N71°37'42'E A PUBLIC U77LITY AND DRAINAGE EASEMENT, IN 7,211 SF. 1 .213 >> - ACCORDANCE WITH THE EASEMENT PROVISIONS g3• 10 , g E 3 r9- ' L=29.35 R=188.00 ° STATED HEREON IS HEREBY GRANTED OVER ALL 31� 5 10'213 cn "� LOT 1718 8923 SF. LOT 1717808$ sF. 87.75 88.00 84.16 S61 26 04 W AREAS OF LOTS 1752-1957 INCLUSIVE EXCEPTING t3 681' 2 )ic,l O 140.48' S6949'09'E 140.46' ss9497097E CH-29,32 CB=NO5°04'59"E C14 20.60 15.00 19.02 N10031'28 E 9 25. -" - C15 15.75 113.00 15.74 S24 49 57 E THEREFROM THAT PART OF SAID LOTS ON WHICH A LNIT AREA TABLE 16.0 '» O o .15 25. 2 . S702139 W Oj N.o W 3 w 3 ' ° , 21.45 C16 20.62 15.00 19.04 S89 15 41 W PR/NC/PAL RESIDENTIAL BUILDING /S TO BE � OO W „ <-- u�0 6i 00 ti c��' LO �et• M N o�' I j o r rr ° CONSTRUCTED 1790 1,703 S.F. 1823 1,033 S.F. rn O 0 0 0 O ti O rn o rn o O O O O rn N00 36 39 E C17 78.23 113.00 76.68 S71 11 08 E �• O _ t` r, I` r ti tom- ti ti ti r- p 1791 1,033 S.F. r 1824 1,429 s.F. LOT 1719 0 _cr ,3g W N °�° o cr° a.�� O o�- r r r-g o ° ' � C18 59.63 87.00 58.47 N70 21 53 W 8,644 SF - �1 o ° L=46.90 R-30.00 ° 1792 1,429 S.F. 18_25 1,033 S.F. 0 . 51® Z C19 23.56 15.00 21.21 N45 00 00 E 1793 1,033 S.F.' 1826 1,42_9 S.F. 96 23.11 , 140,46' N8949'09'W 140.46 N8949'09'W w o CH=42.27 CB=N45°23'45"E C20 20.23 15.00 18.73 S38°38'12`E 1794 1,429 S.F. 1827 1,308 S-F. N00'0141 W c„ . o __ 94.91' �? 145.63 , 145.63 , 1 Z 24.97 N00°10'51"E C21 52.35 113.00 51.88 N64°00'05'W _1_795 1,308 S.F. 1828 1,703 S.F. _18291,038S.F. 409.88' N89°58'19"E 2504' 24.49'" ° ► " N 1.796 1,703 S.F. 18.79 N89 49 09 W 1797 1,033 S.F. ^ 1830 1,429 S.F. ' N00 0141 W N00 0141 W 17981,429 S.F. 183111,308 S.F. \-106.52' S0070'51'W 1799 1,033 S.F. 1832�1 703 S 1800 1,429 S.F. 18331,033 S.F. 1801 1,308 S.F. 1834 1,429 S.F. 1802_1,703 S F A_ 1835 1,308 S.F. 1803 1,033 S.F. 1912 1,703 S.F. 1804 1,429 S.F. 191311,033 S.F. 1I-•�► �--8 1805 1,308 S.F. 1914 1,429 S.F. 1806 1,703 S.F. __. 1915 1,033_S.F. 1807 1,033 S.F. 1916 1,429 S.F. G 1917 1,308 S.F. 1808 1,429 S.F. 1809 1,30_8 S.F. 191811,703 S.F. 1810 1, 1919 1,033 S.F 703 S.F. _-,.... ��...�_._._�F. 1920 1 429 S.F. S 18111,033 S.-F _ 1. ANNOTA 77ON ABBREV/A TIONS - 1812 1,429 S.F. 1921 1,033 S.F. B.S.L. = BUILDING SETBACK LINE 192211 429 S.F. 1813 1,303 S.F. . ' Poe = POINT of BEGINNING GRAPHIC SCALE 1814 1,703 S.F. 1923 1,308 S.F. POC = POINT OF COMMENCEMENT 60 0 30 60 120 240 1924 1,703 S.F. P.U. & D.E. = PUBLIC U77LITY AND DRAINAGE EASEMENT 1815 1,033 S.F. ��1925 1,033 S.F. 1816 1,429 S.F.z -- S W.M. = STORM WATER MANAGEMENT - 1926 1,429 S.F. 1817 1,308 S.F. - 192711,308 S.F. T.A.E. = TEMPORARY ACCESS EASEMENT 1818 1,703 S.F. L.E. = LANDSCAPE EASEMENT { IN FEET ) ---- 1928 1,703 S.F. 1819 1,033 S.F. - H.O.A. = HOMEOWNER'S ASSOCIA 77ON 1 inch = 60 ft 1929 1,033 S.F. 1820 1,429 S.F. 2. THIS PROPERTY IS WI THIN THE CORPORA 7E LIMITS OF THE UNI TED CITY OF YORKWLLE. �- 19301,429 S.F. 1821 1,308 S.F. 1931 1,033 S.F. - CENTERLINE 1822 1,703 S.F. 1932 1,429 S.F. J. 5/8" STEEL RODS SET ® ALL EX1FRlOR CORNERS UNLESS 07HERW/SE NOTED. 518- 1932 19331,308S.F. BOUNDARY UNE S7EEL RODS WILL BE SET AT ALL INTERIOR CORNERS W/1H/N 12 MONTHS OF REC RDARON FINAL PLAT OF SUBDIVISION 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS 07HERMSE NOTED. BRISTOL BAY P.U.D. --- - - --- RIGHT OF WAY LINE 5. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. UNIT 12 LOT LINE 6. ALL AREAS SHOWN HEREON ARE MORE OR LESS TO THE NEAREST SQUARE FOOT. YORKVILLE, ILLINOIS - BUILDING SE7BACK LINE Z EXIS77NG ZONING IS R-3 P.U.D. (UNITED CITY OF YORKWLLE) EASEMENT LINE & OPEN SPACE TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOC/A RON. REVISIONS DWN BY: INT DATE: PROJECT NO. 9. BEARINGS ARE BASED ON LOCAL COORD/NA 7E SYSTEM. 1. JGS 08/16/06 CETX-060305-4 - - - - EXIS77NG PROPERTY LINE 10. SEE COVENANTS AND RES7RlC770NS FOR EASEMENT PROVISIONS NOT SHOWN HEREON. 2 DSN BY INT: HORIZ SCALE: SHEET NO. EX/S77NG RIGHT OF WA Y LINE 11. ACCESS EASEMENT OVER LOT 2050 /S HEREBY GRANTED. 3. N/A 1 x=60' 12. PUBLIC U77LITY AND DRAINAGE EASEMENT OVER LOTS 1709-1751 AND LOT 2050 IS HEREBY GRANTED. 4 CHK BY. INT: VERT SCALE: 1 OF 2 5. CLD N/A I FINAL PLAT OF SUBDIVISION SMITH ENGINEERING `CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS '7,59 JOHN STREET 105 3- I,E, ILLINOIS 80560 BRISTOLP,,UD, PH: 830-553. 7560 FAX: B30-553-7646 www.smithe ee ' .co E-MAIL see®smithe ee ' .com � � n8m � rMCHENRY w HUNTLEY ■YORKVILLE UILLINOIS PROFESSIONAL DESIGN FIRM # 184-p00108 NIT 3 COMP. FILE.• 060305F,6 Phase 3 dwg CURVE TABLE A SUBDIVISION OF PART OF THE S 1/2 OF SEC 4-J7- 7, PLOT FILE.-STANDARD CURVE LENGTH RADIUS CHORD CHORD BEARINGwEw.• uNir 13-01 Cl 40.84 25.00 36.45 N59°26'10'W AND PART OF THE NE 1/4 OF SECTION 9-J7-7, C2 32.31 25.00 30.11 N67°44'43'E IN THE UNITED CITY OF YORKVILLE BRISTOL TWP. KENDALL LLINOIS //'�/� � MAP C3 39.27 25.00 35.36 S30°13'39'E ' ' CO.,' SITE LOCH TlIJ/Y /V/HP C4 39.27 25.00 35.36 N59°46'21'E nn CC/� C5 35.99 25.00 32.96 S78°53'14'W PKOJGCT C6 35.99 25.00 32.96 N03035123'W EA ARC7 39.27 25.00 35.36 S66048'57E RD. 3d ��r o AREA * �Jc2/ ,1 VS 11t%C?llQJBQl1 C[ /OI?Q� C8 39.27 25.00 35.36 N23°11'03'E d5 �T LbnalaC E. s ir1 L'hiCago hf�s: Tnisf C9 87.86 245.00 87.39 Sll°32'30'E Chramrr> 8f 87 Tri fNa sG4o ' C10 265.46 917.00 264.54 S13°31'21'E � Cil 507.03 980.00 501.39 N00°02'57'W dt C12 1 358.90 385.00 346.05 S48°31'18'E /71.23 l2t76 rf 19. C C13 1 133.24 250.00 131.67 N52°54'59'E Ae31. C14 1 39.27 1 25.00 35.36 1 S23"11'03'W n&I No. iz3.v� f7�ald� �,►,m E1fa 4fae C/o,Q ier 17, /<b senwinke/ � r� ch[?rrf�Ani 99.53 2,p �2--Q�1/st ,Zl/eXSot7 .st..Ma�'in T.o 7-fust u s cifoC.N.C.4f9 BO 212 49me.44can rtlohn W _ a Alailonctl e4f7k a s csz Trust nJa "Ur-sy~47.4 Ek za14 LOT 1704 J I LOT 1081 L "�-� 1199107-02 BRISTOL BAY P.U.D. s - �� a `mac?, • J32.25 f�a�er G. UNIT ___ -_ I LOT 1142 LOT 1143 LOT 1144 LOT 1145 r� �: 9 c TJicksor� Tr. 4 a" -1 �az s X29•a7 T.B., DOC. NO. 05-39532 ' PRISTO� BAY I P.U.D. LOT 1146 T 1147 N anQ�8� `� ranUB rustNa 2B3o ' �c,� LOT 1635 I LOT 1080 LOT 1139 LOT 1140 LOT 1141 NII 7 76 G-Wd 40 ( I X702 eanK� st cs v elle °j mere '/ /0 IN Rider'° ' I I arofyn..`�u ��' Trust P ch /" IJOC. Nb- 05 .39538 �< a7lo 7774 80' DEDICATED R.O.W. �„� a.vin ,� cTosephine i6 z (a PER DOC. NO. 05-39532 w RM$ oldd Herten Trust LOT 1079 L=40.96' R=25.00 ° „ PENSACOLA STREET Sm. Ala onaf g�„kJ x5.73 is CH=36.53 CB=S42 55 25 W _ _ - - :-L, R T ��e :::: - L=39.27' R=25.00 G. �zs et�l R t O .... w •sh JI9.3B �gK KAY - - - f244.84' S89°51'34"UV CH=35.36 CB=N45008'26"W _ NOT TO scALE W -119.05' -12579 � � I , LOT 1078 O0 ` ff PLAT PREPARED FOR: LOT 1206 CENTEX HOMES SET CONCRETE MONUMENT ` m 00- 4oli•°Dv `doI 20 I p0 � AT CORNER I S84046% 5"VV LOT 1967 w o LOT 1982 °, ° p I 2205 POINT BOULEVARD SUITE 200 h C 12,830 S F. 197.00 . 13,829 s F o Cl p LOT 1209 I LOT 1208 I LOT 1207 � ELGIN, ILLINOIS 60123 � p r • LOT 1966 ! Y .65,_ 144.05' I I PROJECT CONTACT : -.1 -4 9,469 S.F.10, '°° -'143 " --- S8951'34"W ' MR. JOE MARX .� '� N8o 51 ss E (- -}w 6 .00' LOT 1205 O O o " n z - - LOT 1968 0 PHONE: (847) 78 -6:300 ' w - 10,002 SF 10' NI LOT 1981 88 3 57 159.96 S89651 34 W p FAX: $A�7 7i33-6303 � 131.00 pay Y{: 11,528 S.F. I iN Q p ) 040 8 3 \ 5, ..... 0 00 - 3 SS 8 S, r avo �s�� { /70' r- p -� 00 02 6 Q t� Jr'! - cn �� -�13Q 0 6�E� � ��---- 139' � � p -� LOT 1965 1 �' �4' ` o LOT 1983 10 O t9 , 11,214 \ N75' S S82 33 39 W w 30, 16,116 S.F. P U LOT 1204 0 S F. 5' �- 0°�N�� ` ;� S.� N_ A TCN LEG�ID 5 BRISTOL BAY P.U.D. rn ��'- , ,� � LOT 1969 LOT 1980 � ' 10' DENOTES AREA HEREBY 00 � r \�\ 9520 S F• \ 11,566 S F. 10' a,..cr �0 N- -131 , g"W :., � r to /' sK` a •/ 6� Q DEDICATED TO THE UNI TED 491 �� ./ Y o 0 28 �, s CITY OF YORKVILLE FOR UNIT 9 Z rn , s75• f ��rpU&D•E -� a N X13 ' ,32"E P = ,•, 10 \N 130• ,53E cs+°;. ,/ �/ 7155 N PUBLIC RIGHT-OF-WAY DOC NO ___--- �` �,PU&D.E. •39 s� a,� N 6�_ __ ,� N s Ngo N o 0 130. , g�Yl 3 A , LOT 1984 \� ;- cr / h1 0 �• r 10 8,584 S.F. LOT 1964 1 (51 10,140 S F . �cro3 � 0i LOT 1970 � , 40 LOT 1203 x,288 S F LOT 1979 `' N W \ 131 00 W s; +)�`{+�` 9,750 S.F. i - C 09 z+"i. °2 \ Q E \ s 1 a, 1 $ Q 3 -a cr 10 �- ''� LOT 1963 $ / /�$71'Q3 LOT 1985 LOT 1971 s6 \ 10,016 S.F. o x �F 5, / r mac' 10,486 S.F. o C7 \ l0' 9,700 S.F. �� .-a / � � p � . LOT 1978 w= �� 130�0 QOQ' ,. 10'014 SF. � x 30 �13 N N68h i LOT 1962 10 LOT 1972 9,750 S.F. /13 59 2106 t 9,100 S. 564 X10. f � � � o .4�� F.� FOUND PINCHED PIPE •6y o_ 30 00 �� 4, F o\ 0 00 "E� I PER DOC. NO.83-316 1'03 /13 1'03 QO 21• �� N R I ao ��° LOT 1961 N 0 }T 9,750 S.F. P.O.C. UNIT 10 ., C J / � � � CjO SOUTH UNE OF SEC. 4-37-7 � 4 3 � f \ o 130x03°W �o ,. �0 - - - - 9' 10 -- - N R� � � /6s'11' � Z - - - - - -' - - _ - - J� 517.66' N89°04'34"E - - - _ .0 2653.36'N89o04'34"E �� Q' NOR 7H LINE OF V C. 9-37-7 (P � c� S� 1. ANNOTATION ABBREVIATIONS - N/OTES f GRAPHIC SCALE B.S.L. = BUILDING SETBACK LINE f 60 0 30 60 120 240 POB = POINT OF BEGINNING I FOUND IRON PIPE Q f PER DOC. NO.83-316 � POC = PO/NT OF COMMENCEMENT P.U. & D.E. = PUBLIC U77LITY AND DRAINAGE EASEMENT IN f m ET S.W.M. = STORM WATER MANAGEMENT 1in h =60 ,ft. T.A.E. = 7FMPORARY ACCESS EASEMENT FIV L.E. = LANDSCAPE EASEMENT CEN7FRL/NE H.O.A. = HOMEOWNER'S ASSOCIA77ON BOUNDARY LINE 2• THIS PROPERTY IS W/7N/N 771E CORPORA 7E LIMITS OF 7HE UNITED CITY OF YORKWILLE. FINAL PLAT OF SUBDIVISION J. 5/8" STEEL RODS SET @ ALL EXTERIOR CORNERS UNLESS 077-IERMSE NOTED. 5/8'° BRISTOL BAY P.U.D. --- RIGHT OF WAY LINE STEEL RODS WILL BE SET AT ALL JN7FR/OR CORNERS WI THIN 12 MONTHS OF RECORDA ON. 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE NOTED. UNIT I3 Lor LINE YORKVILLE, ILLINOIS LAW USE SLAIMARY 5. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. 9 OF BUILDING SETBACK LINE 6. ALL AREAS SHOWN HEREON ARE MORE OR LESS TO THE NEAREST SQUARE FOOT. LAND USE ACREAGE TOTAL ACRES SINGLE FAMILY DETACHED 16.46 ac. 677. - - - - - EASEMENT UNE 7. EXISTING ZONING I R-2 P.U.D. (UNI TED CITY OF YORKVILLE) REVISIONS DWN BY: INT NO. CITY PARK LOT 2049 3.29 ac. 13% 05-4 - - EXIS77NG PROPERTY LINE 8. OPEN SPACE TO BE OWNED AND MA/NTA/HED BY HOMEOWNERS ASSOC/A770N. 1 08/16/06 CE7X-0603 RIGHT-OF-WAY 5.00 ac. 209' - - 2 DSN BY: INT: HORIZ SCALE: SHEET N0. TOTAL GROSS ACRES 24.75 ac. 10090 9. BEARINGS ARE BASED ON LOCAL COORDINATE SYSIFM. J. N/A 1"=60' EX/S77NG RIGHT OF WAY LINE 10. SEE COVENANTS AND RES7RICTIONS FOR EASEMENT PROVISIONS NOT SHOWN HEREON. 4 CHK BY: INT: VERT SCALE: 1 OF 4 5.1 1 CLD N/A SMITH ENNINCONSULTANTS, INC.PLAT OF SUBDIVISION � TRUTURALENNEENGINEERS 759 JOHN STREET YORNVIL•T F, ILLINOM 60560 PH.- 630-553-7560 FAM 630-553-7646 BRISTOL BAY P,U.D. www.amithengineering.com E-MAIL: sec®smithengineering.com M McHENRY ■HUNTLEY rYORKVILLE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 UNIT13 COMP. FILE.• 060305FP Phase 3-dwg PLOT RLE.STANDARD A SUBDIVISION OF PART OF THE S 112 OF SEC 4-J7- 7, VIEW UNIT 13-02 AND PART OF THE NE 1/4 OF SECTION 9-J7-7, IN THE UNITED CITY OF YORKVILLE, BRISTOL TWP., KENDALL CO., ILLINOIS ,2 LOT 1204 SITE LOCA TION MAP BRISTOL BAY P.U.D. PROJECT UNIT 7 Ra 30 fast o o,�r � �� : AREA Q3 ��► ��7a/d E. i ChOi7a/ k� �j DOC. NO. 05-39538 rf � LOT 1984 �, rhrfamm f 9 �s�Qo t �•��' 8,584 S F- �O 6� LOT 1203 r . CURVE TABLE 0p' i '� t �..� / 71 E-3 CURVE LENGTH RADIUS CHORD CHORD BEARING Rob '�R he tl, 130 ,fig E tS�. A /� P� "c^5 y rs'9 t8 Yo�- .�61�A3 \off f� :,� -;� �$ Ci 40.84 25.00 36.45 N59°26'10`W ,:. N C2 32.31 25.00 30.11 N67°4443'E (So tlrtr©!d Xu�sell T �c `� C3 39.27 25.00 35.36 S30°13'39'E o 3 L071985 6' �k'' �" 'z3 as % r.,r \ l o ° s. � , 10 48s sF /� , Zug•. LOT 1202 Etta ,1.r V , use/! pl�� C4 39.27 25.00 35.36 N59 46 21 E \ / 6+ (� / rtcs I)f rd j R1 99 53 !A R;Cflarr.� C5 35.99 25.00 32.96 S78°53'14'W c'\ + �� , "G's LOT 1201 #An` vsc fti ;n ao C6 35.99 25.00 32.96 NO3°35'23'W LOT 1978 \\ ' opoE /� 2° T"`�% `� C7 39.27 25.00 35.36 S66°48'57'E o �� ky y �y '� C8 39.27 25,00 35.36 N23°11'03'E �� 10,014 SF. �An o\ y1 6'�. ,�rs,/y74°29# � 10' � � Rrne�,iCan �1ohrrW t, ............ � \ o o ,/ � � / � 3 hlaflona!Bank �'cpa� t �-4+^�: C9 87.86 245.00 87.39 Sil°32'30'E v P� \o •6, 5 g5 ,, ��' �/ LOT 1986 \�' �/ s7 3 If1! �� Trust nla. Mursf a�4x 0 C10 265.46 917.00 264.54 S13°31'21°E ' 1 ��`. s iZ 10,486 s F , > s� 35 �4p,��, �- Bei .xi9��-0� I Cll 507.03 980,00 501.39 N00°02'57'W LOT 1972 \\ S6 10, r s , • /3P.�'S t/ e. y C12 358.90 385.00 346.05 S48°31'18'E �5 O 1k�O , 5 13 39„ c 9,100 S F. 30 k: '� l o O.pp• W ,• . C13 133.24 250.00 131.67 N52'54'5 ! E / 10 ° '� ' 00' „ z LOT 1977 g• ; . ; ►.1, h /._P.U•&D E. V .; DB2 t3. / s �2a•�7 c C14 39.27 25.00 35.36 S23 11 03 W Qw''o 130• ,03E ? a �_ 11,085 S.F. d> �� LOT 1987 ,i aw err 10,486 S F. p / j 0) Mer ctnf:S T-B-, fi�sSttC„h • f; G- �� \/ N u,00 o ,/ ��.� �� _� O � :�c► �t� � `rc�7Qt Bun r�60. P ttraneX lo' a w 10' 96 ��►� ��- LOT 1988 0 rn �; p .•ustNo z v o m ,1p err; ' ° <O �, ,`0 o LOT 1973 0\ � 9,528 S.F. P.O.C. UNIT 10 LOT 1961 g � 9,100 S.F. Sy t. o; 'Q w;� `'ti Tru A/a � � y ��.. y�,� .� �� ,� , � � a O aro/ n � �, .�7c� Banka st, Trust 9,750 S. 'o 0 / \ V SOUTH LINE OF f O .3132 k o 30.00 '� k , r{ �, o_3 S L. 130�,03°E ` o SEC. 4-37-7 �� x 9 _ 77 74 dS ta6- R� p 144.63 N21 4$ 57'1111 0 /1Q 1'03 �'` , 6$ - - - ' ' ,fi ,s•,` -, �"' Qf:,n . �{ �i `��_ � riff) •- 1. _, _ fCJ6`� - ax s �4�a; + -'-' • �'S ' .c,.,;� ''�"�,E3r;�v4>kd c® SZ ,�• to G•'L9.8 l 1 HLrrF+Il /rj/.gl 'rte ? -' °04'34°E _ - - a k 5' LOT 1976 F, j a , din � 517.66 N89- . cyan �`�:�,t LOT 1974 h jar ,� � , i � � �,•�,'� ,.. � O . . hart --.. C. ... .... / - - I # . f •..A sM lllationf�!Bank - - \ 19,137 SF. �. r, a � r t r, O. O ' 0 , . 4 ,;, 9100 S F s o V r- LOT 1960 .�_,. � 10 , � � s , 3 - h r.s -.i r T,.�'.. ... >:.�Y�� . ...,... +..�y.•.k� .e.., { .:�� tai r� t � �k `� 3 k � . _ � s, �obre TrustA/o +Gh / W 9,750 S.F. :.: , B .',�.� 4 .: / >t# arc.a_ t •s.t..�a:,:w `�# .x, ,v ? ��, '�. ., � , / .,x-,,s Jt? rW„ .fir; _,f. x a $kF$,�... k.�fi 4. -c�''�;ti. � ^ \ / �� ` � ` -�� '� � �; � � ,, /SIT /l9.3f9 ...... :CXd J (� �-.�'C � a`nO VO „ i� � N / n � ` °�1 a t°r � , ,�, ;.`a'$>;��,'�,.- ^x �:.*;.+''� :'�4x'� `� r�-.. 154.iJ�M1 "'�- v' -37--7 rn ` , LINE OF SEC 9 ,� ~< � ��', o_ 30• � Q NORTH ` .� "x y 1 +03 .�. � .�. � ' • �.,,' '' � §� 9 �' , x ,{ � NOT TO SCALE O Q• 0.0 1J 6 `'' a _ 'v- 8 \\✓✓yy �o LOT 1975 + c3� LOT 1959 10 FOUND IRON PIPE I 80' DEDICATED R.O.W. �� 9,750 SF. B a r , , ,�+�• LOT 2020 17 p , 10 � � 11940 SF ti•,r► -�?� 5 PLAT PREPARED FOR: PER DOC. N0.83-316 �'' - f0 _ � � Earn \� 13,031 S.F Q PER DOC. NO. 05-39532 20' ^ / �l� ° CE N T EX HOMES 10' �1�h 5' �,-- 2205 POINT BOULEVARD, SUITE 200, ' �313O� 0 � � ,; \ 03 33;. 1 s-0- ��ti 6� 41 1 , # 'y,, ' �.�- "� a C�/ ELGIN, ILLINOIS 60 `� 23 �o �_/� a O u � t ��r � -13 LOT 2019 o c� -z 2 t3` LOT 1958 + { :;. Y �, ' k2�� F 1 10,968 S.F. o 10' 11,566 S.F. 9 S ,' � � 'b \ 10' '� PROJECTCONTACT : 2 20' T ' y 3 n LOT 2021 0, 5• P U.&�I MR. .I O MARX � ��0 12,402 S. 1k �-- ? -6300 5. 0 fI?U.&D.E. s � (� PHONE: (8� ) 783 V03,f / v � 4 ; x � ' o� R�so_ �,po J FAX• (847) 783-6303 �S68 1103 � �z" � . n} , `�-s ' 6 p 0 °' • o, � ,. r .00, N j LOT 2022 �y 7 0`s7 -13' kA IQ _ LEGEIU!? �-�► s° °,� 0 10,704 S-F. `5 13 JV z' sw err spy xY 4 frN \ \ DENOTES AREA HEREBY \ t3O0 ,v o0'ry -� N LOT 2023 , M DEDICATED TO THE UNI TED �� r� � >3 . 1/ 0 9,306 s F CITY OF YORKVILLE FOR .a' \ \ LOT 2024 10 PUBLIC RIGHT-OF-WAY P.O. UNI 10 -� x a 000 w a •oma � 1 U. 0 9,100 S.F. cA o _ .. 3 32 `. N\ LOT 2025 Q L=39.27 R-25.00 6 1o' N1 o 9,100 S F CH=35.36 CB=N66°48'57"W �° �,� �o /o+ h1+o3°E CENTERLINE g LOT 2026 �:\ \ 10 + 6 BOUNDARY LINE 9,100 S.F. �, o_ / + a \ 1000 --- - - --- RIGHT OF WAY LINE \ �, 5+ lo' LOT LINE / 1000 BUILDING SE78ACK LINEcv 40. - - EASEMENT LINE BRISTOL BAY P.U.D. o o"t - - - - - - EXISTING PROPERTY LINEUNIT 10 0 '1- N EXISTING RIGHT OF WAY LINEDOC. NO. scp -�- t1 LOT 2049 ;� N Q0 N 143,370 S F. N C � PARK) a t LAW USE _SLw1MARY ( , �'� � " SINGLE-FAMILY 90 OF Ln TO BE CONVEYED TO LAND USE ACREAGE TOTAL ACRES n cA_ THE UNITED CITY OF SETBACK AND EASEMENT DETAIL SINGLE FAMILY DETACHED 16.46 ac. 67Z 03 YORKVILLE NOTES.- CITY PARK LOT 2049 3.29 ac. 13x tt�0 1. EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWISE NOTED. RIGHT-OF-WAY 5.00 ac. 20q , O it DIMENSIONS ARE APPLIED TO SINGLE FAMILY LOT EXCLUSIVELY. TOTAL GROSS ACRES 24.75 ac. 100 07 Z SIDE YARD SETBACK OF 7.5' IS ALLOWED WITH 3 CAR GARAGE AND tD 00 RANCH HOMES SIDE YARD SETBACKS ADJACENT TO STREET SHALL BE 0 . 20' MINIMUM. C:) 30' REAR s N c SETBACK LINE ZES 1. ANNOTA 77ON ABBREWA 77ONS - � ~ lo' P.u.&D.E 10' B. OR Ill GRAPHIC SCALE m 7.5' B.S L. - B.S.L. = BUILDING SETBACK LINE SEE N07E #2 W so 0 so so iso zao POB = POINT OF BEGINNING F- POC = POINT OF COMMENCEMENT 115.27' - E- � FEET P.U. & D.E. = PUBLIC U77LITY AND DRAINAGE EASEMENT 2�8.25� ( S.W.M. = STORM WATER MANAGEMENT N87°42'08"E S75°291 5• 5' 10' 1 inch = 60 ft. T.A.E. = TEMPORARY ACCESS EASEMENT E I ( 10' ' I P.U. I P.U. 20' L.E. = LANDSCAPE EASEMENT B.S.L. P.U P.U. &D.E. &D.E. DE CORNER LOT &D.E. SIDE SETBACK LINE H.O.A. = HOMEOWNER'S AssociAnoN LOT 1685 I , &D.E. 2. THIS PROPERTY IS WITHIN THE CORPORA 7E LIMITS OF THE UNITED CITY OF YORKVILLE. 8121570E BAY P.U.D. � � _ � L � � J R. W FINAL PLAT OF SUBDIVISION J. 5/8" S7EEL RODS SET ® ALL EXTERIOR CORNERS UNLESS OTHERWISE N07ED. 5/8 _ _ BRISTOL BAY P.U.D. STEEL RODS WILL BE SET AT ALL INTERIOR CORNERS M7HIN 12 MONTHS OF RECORDA770N. UNIT 1 UNIT 13 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE NOTED. DOC. NO. 05-39532 1D' P.U.&D.E. STPEET (0o YORKVILLE, ILLINOIS 5. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. 6. ALL AREAS SHOWN HEREON ARE MORE OR LESS TO 77-IE NEAREST SQUARE FOOT. 30' FRONT REVISIONS DWN BY: INT: DATE: PROJECT NO. Z EXIS77NG ZONING IS R-2 P.U.D. (UNITED CITY OF YORKWLLE) SE78ACK UNE 1-1 JGS 08/16/06 CE7X-060305-4 & OPEN SPACE TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIA770N. 2. DSN BY: INT: HORIZ SCALE: SHEET NO. 9. BEARINGS ARE BASED ON LOCAL COORDINA 7E SYSTEM PROPERTY LINE NOT TO SCALE 3. N/A 1"=60' 1a SEE COVENANTS AND RES7RICRONS FOR EASEMENT PROVISIONS NOT SHOWN HEREON 4. CHK BY: INT: VERT SCALE: 2 OF 4 5 CLD N/A N SMITH ENGINEERING CONSULTANTS, INC. FINAL PLAT OF SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET YORKV ILL60560 BRISTOL BAY PH: 830-553-756756 FAM FAX: 630-553-7646 P.U.D. www.smithengineering.com E-MAIL: sec@smithengineering.com •McHENRY w HUNTLEY rYORKVILLE ILLINOIS PROFESSIONAL DESIGN FIRM #• 184-000108 UNIT13 COMP. FILE. 060305FP Phase 3.dwg PLOT FILE:STANDARD A SUBDIVISION OF PART OF THE S 112 OF SEC 4-J7- 7, WEW UNIT 13-03 AND PART OF THE NE 1/4 OF SECTION 9-J7-7, SINGLE-FAMILY IN THE UNITED CITY OF YORKVILLE, BRISTOL TWP., KENDALL CO., ILLINOIS � � SITE LOCATION MAP SETBACK AND EASEMENT DETAIL IrANE couNt rP�20JECT 4 f 4* �alio�ia/8af7 { LOT 1040 F.,st o !�!d s t 3 c Ra .3p � AREA NOTES. 1. EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWISE NOTED. 4 7 Dona/d E. 0 rn Chieqr�o � DIMENSIONS ARE APPLIED TO SINGLE FAMILY LOT EXCLUSIVELY. chamr» 8f 89 TusfiYo s6aoxW ' F , . . 2. SIDE YARD SETBACK OF 7.5 IS ALLOWED WITH 3 CAR GARAGE AND RANCH HOMES. SIDE YARD SE78ACKS ADJACENT TO S7REET SHALL BE 20 MINIMUM. /71.23 € 30 REAR LOT 1151 / LOT 1041 /A�l P� cics F:� , Is&le a j SETBACK LINE DO 10 P U.&D.E 10 B.S L. OR LOT 1150 ° 5 -�► , Ella c /o R. �346� g„ �aro�d No. Ez3.08 h 7.5' B.S.L. - W S-1� p' .� `� ° - r Ease / 4 k'ussell O ff° SEE NOTE #2 11.1 L=69 1 R=1028.00 5 � -155.0 CH=69.40 =S75°41'46"W -''^ c�TVee °3 `2 A LOT 2000 ,o' ` p o rpt 9 758 S F. 56 � Ir BD • xo_sb as ' 1 (1) I N �- , �,�,�k 5' 10' f w o 5+�2 � o s ! �sZ Tru0 010. Mu�474 Z X 5' 10' P.U. t P.U. , S�3 �6�?' r 0 135.00 E O L, het�i`y 1299fo7-o2 B.S.L. l l P. P.U. l l &D.E. &D.E. 20 CORNER LOT 1 3 M7g•37' , c ,Jt �a;4 t7`r�cc e 45 t9 -1 s l3P.25ofnei^�� 7-- &&D. &D.E. SIDE SETBACK LINE c,r �g.� �/ � E >� 1]ickson 9z v l l 6s' N 5 LOT 2001 '� cn IC,�` ,ce2 lics� o,a �as.e7 erir LL J L. J L R.0.W. ' N �►ivv � ' a 9,758 S.F. _ , ii�'Er ants c/.CIo �o LOT 1999 t Nci�`;-,a!Ban CA o 11,790 S.F. cor to rustNo 2834 a A us - - - , w N 0 7-5) � -� e14...J Gerald CT► N 'u 6 a '�____ 135.00 Irl e w merre W Rider. 10 P.U.&D.E. 3 LOT 1197 N_ '' N82�g31 arv! n "� �: . zoz 8arx st a v STREET o -� .u T �a O_ ..�� i Trust c ., ° e �ec o5 Cn r --13bW � 874,Z77 _ _ _ S81-46'44lug.n ' LOT 2002 30' FRONT - - 1 ovof 4" 9,758 S.F. ' + t�r avin �' e cT n Tif9t to �� He � 4 - N 0& SETBACK LINE Oo LOT 01998 'KI K oo ` �, sM 1Vatrvnal Brut►lC, s5.7`� K� C - �a (}1 9' S �,# a r _ _ 135.00' , eWv TTI St N_ PROPERTY LINE NOT TO SCALE LOT 1198 O N8679'17'E :::L.. Ta 1297 etW 0.00 F ish !19.38 O Y 13 G. �C'C'a �iw:- O NOT TO SCALE 55 W j � : r v ['►'► ---S8s 3o f LOT 2003 '4 C) h �5 �; + � � 9,758 S.F. Icoi,♦ I� 4C N _ � ° yr LOT 1997 o0 10 ,- PLAT PREPARED FOR: � 9,510 S.F. ro ,, k gyp;. N 6 P 10' 13500' CENTEX HOMES LOT 1199 S89*49`571E- rn _ 130.00 �♦ _ BRISTOL F3AY P.U.D. 220 POINT BOULEVARD, SUITE 2009 BRISTOL BAY P.U.D. 884453-W o M as � ' cool LOT 2004 0 o i ELGIN, ILLINOIS 60123 I UNIT 8 _ 9,758 S.F. t� C� UNIT 7 �� l LOT 1996 N� ''00 10 ^ N , ('"� PROJECT CONTACT : 00 9,510 SF. l � � 135.00'- z DOC. NO. _------- DOC. NO. 05-39538 M NIR. JOE MARX C) �--- S85�9'11"E PHONE: (847) 783 8800 130.00' R o N84no'42aw � o N FAX: (847) 783-8.303 LOT 1200 N `�' i `� LOT 2005 �, � NA TCF�I LE�B11D w �� I 9,758 S F. co 1 °� LOT 1995 ° � 10to N ^ DEN07ES AREA HEREBY ° co s,510 S.F. oo�� Lo x " -= '-135. o n DEDICATED TO THE UNITED O 10' p x ,9 ,3O• -S820825 e z CITY OF YORKWILLE FOR co S "E 1300D�_ z o ' L- , 30' YORKWLLE-BRISTOL PUBLIC RIGHT-OF-WAY LOT 1202 -N7gf � o _W a SANITARY DISTRICT 7630 Rr LOT 2006 O UTILITY EASEMENT 9,758 S.F. o p Lo , PER DOC. NO. lo' LOT 1994LEGAEM 0 �_ � LOT 1201 9,990 S.F. '° r 135 00' CENTERLINE " BOUNDARY LINE 4 29 3 ►� / I 2 " 1 ../y 3 Cp N7573:3 r ' ^ e C(v� g» ass.. r r e t 6/ , T / • ^ 4p i".a3,.L. +s{xtxk v 5' ` •` --- - -- --- RIGHT OF WAY LINE 35 `3o N7 ° O , � 5, 5 10, LOT 2007 I� ° -4 JA 7 ► h x 10,545 S.F. co U7 t9 3 3g" '� LOT 1993 G =rw {dy( F?F isF ti r • 10,703 S F. v `/✓ LOT LINE O �o.°p o �5�5�, (3� ,J 87,5!• 57573;3g„ O 70.0 r SOUTH UNE OF SEC. 4-37-7 BUILDING SETBACK LINE Q• �� 10' 7000' °O N�573394 ^, � j- ,.J �N?5°13, 11 - - - EASEMENT LINE Z ° LOT 1989 '/ �- --900 -�I/ ,� � o°�, LOT 1990 / � - � .. 9,100 S.F. 0 9,100 SF. a� 77 - -- - - EXIS77NG PROPERTY LINE - _-- - - - - - `' 5' Q o ° LOT 1991 �� 10' 10 NORTH UNE OF SEC. 9-37-7 N EXIS77NG RIGHT OF WAY LINE V / _ o �'� o f / 9,100 S.F. �/ l o o LOT 1992 . ,� _ ^ LOT 2008 ¢77 , 10' a o F /F ridsfu / 4r LOT 2009 0 .��► (� >' _. 11,566 SF. h `; 17,018 SF. ^ h co CO / ••. 70 O° 20' o q* ? u . O 11,964 S.F. _ 5' ° 10' ; LOT 2010 ;� °'� / ,&g 10, fi. �o •• 9,364 S F. to II '�4 ' aA ��i� h r, �- I l LAND USE Y Nt l '� F --, 20' Z OF _ 5 ..,moo oo, ; „ / ` r LAND USE ACREAGE TOTAL ACRES '' £ 5' SINGLE FAMILY DETACHED 16.46 ac. 679 =¢ 4'. ,,�..,_�.* 3,. .\-nk�f titer.. `��`� +'f�a' .,.� 3 s .1'� � �: ��w /� u •Sd! `� S.a:C _ v o CITY PARK LOT 2049 3.29 ac. 139' s RIGHT-OF-WAY 5.00 ac. 20q (V 7 1 - ACRES 24.75 ac. 1009 " Q,VW TOTAL GROSS W 7qo fi ; vs7 � fi Fz ' a 62 �I " . T r/�\ '. Ll �t3a7 ',y 3. "„:�,..''♦ ..:t .3',t ". 1� �'r i 1 '^r ` _ ' :._ #'`< � O .'�` Ail ♦ II � °° ''rr_s" ''��` (T a v ass LOT 2018 � / � ° '� >� `� ` � � � � �"� o ��'J � � ° � ; ' < � - 1 O CURVE TABLE Z�!lLIGiL `�/ *` �/. A'w z.. t� r ;. k§ :««e �s§ ° ' l�1. ANNOTA77ON ABBREWA77ONS ' , M1J9,100 S.F. _LOT 2017 o I =" „ tom r f $ � � '� CURVE LENGTH RADIUS CHORD CHORD BEARING GRAPHIC SCALE o N .,. r 9,100 S.F. y� 10 . 70 � � ., �t � � ,�� , �,� � , � ` O �o : 00 4 h �1/ Cl 40.84 25.00 36.45 N59°26'10'W B.S.L. = BUILDING SETBACK UNE / LOT 2016 0 P / t� d`J 60 0 30 60 120 240 J / 9,100 S.F. 3 70 {� C2 32.31 25.00 30.11 N67 44 43 E60 6m" POB = PO/NT OF BEG/NN/NG J!o°°• L / �° * LOT 2015 p �° `' � �� O C3 39.27 25.00 35.36 S30'13'39'E / t , POC = POINT OF COMMENCEMENT --, e 9,100 .5.F. 3 ¢986• °4 C4 39.27 25.00 35.36 N59°46'21'E P.U. & D.E. = PUBLIC U77U7Y AND DRAINAGE EASEMENT 700' l °.�° LOT 2014 0 : /_ =� G / o L- / �� C5 35.99 25.00 32.96 S78°53'14'W ( IN FEET ) S W.M. = STORM WATER MANAGEMENT o, 1D 9,100 s F °°. / p� ^0 Ct/ C6 35.99 25.00 32.96 NO3'35`23'W 1 inch 60 ft- LOT= TEMPORARY ACCESS EASEMENT / ^ LOT S.F ry / f C7 39.27 25.00 35.36 S66.48'57'E 70 00. _.,/ . 9100 s F o ° 3 � L.E. = LANDSCAPE EASEMENT I � LOT 2012 p CO C8 39.27 25.00 35.36 N23°11'03'E H.O.A. = HOMEOWNER'S ASSOC/A 77ON s?3a O , 7°0 5' 10, ^ 9,100 S.F. o �o LOT 2011 ♦/ V6 C9 87.86 245.00 87.39 Sll°32'30'E 0 S�So / ^0 a ,h ° / / C10 265.46 917.00 264.54 S13°31'21`E 2. THIS PROPERTY /S W77-IIN THE CORPORA 7E LIMITS OF THE UNITED CITY OF YORKWLLE, 13'39„� �°o, s,121 SF ,d' Cil 507.03 980.00 501.39 Noo°02'57`W FINAL PLAT OF SUBDIVISION J. 518- STEEL RODS SET ® ALL EXTERIOR CORNERS UNLESS OTHERWISE N07ED. 518- C13 133,24 385.00 131.67 52 4 18 E 7p O' � / � C13 133.24 250.00 131.67 N52°54'S9'E BRISTOL BAY P.U.D. STEEL RODS WILL BE SET AT ALL W ER/OR CORNERS W/7N/N 12 MONTHS OF RECORDATION �o o, J / / C14 39.27 25.00 35.36 S23•11'03'W UNIT 13 4. DIMENSIONS ALONG CURVES ARE ARC DISTANCES UNLESS OTHERWISE NOTED. C'� M YORKVILLE, ILLINOIS 5. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. I 6. ALL AREAS SHOWN HEREON ARE MORE OR LESS TO THE NEAREST SQUARE FOOT. 7. EXIS77NG ZONING IS R-2 P.U.D. (UNITED CITY OF YORKWILLE) REVISIONS DWN BY: INT: DATE: PROJECT NO. 8. OPEN SPACE TO BE OWNED AND MAINTAINED BY HOMEOWNERS ASSOCIA770N. 1. JGS 08/16/06 CETX-060305-4 2. DSN BY: INT: HORIZ SCALE: SHEET NO. 9. BEAR/NGS ARE BASED ON LOCAL COORD/NA 7E SYSTEM. SET CONCRETE MONUMENT J. N/A 17=60' 10. SEE COVENANTS AND RESTRICTIONS FOR EASEMENT PROWS/ONS NOT SHOWN HEREON. AT CORNER 4. CHK BY: INT VERT SCALE: J OF 4 5.1 N/A SMITH ENGINEERING CONSULTANTS, INC. FINAL PLAT ®F SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET YORKV=, HIMOIS 60560 PIE 630-553-7560 FAX: 630-553-7646 TI�ICAIn/G BRISTOL P,U.D. wvcw.smithengineering.com E-MAII,: sec®smithengineering.com y wMcHENRY w HUNTLEY wYORKVILLE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 STATE OF ILLINOIS COMP. FILE.• 060305FP Phase 3.dwg ,SS UNIT 13 COUNTY OF KENDALL) PLOT FILE.STANDARD VIEW.• UNIT 13-04 This is to certify that I, Craig L. Duy, Illinois Professional Land A SUBDIVISION OF PART OF THE S 1/2 OF SEC 4-J7- 7, Surveyor, have surveyed and subdivided the property described as follows: AND PART OF THE NE 1/4 OF SECTION 9-J7- 7,, EASEMENT PROVISIONS THAT PART OF THE SOUTHEAST QUARTER OF SEC71ON 4, AND PART OF THE IN THE UNITED CITY OF YORKVILLE, BRISTOL W., KENDALL CO., ILLINOIS ANON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION NORTHEAST QUARTER OF SECTION 9 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS.• COMMENCING AT THE SOUTHWEST 0KIV!R l'P ORT 9CATE C' CLEQIC'S CEQTIRICATE AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE IS HEREBY RESERVED FOR AND GRANTED TO CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4, THENCE NORTH 89 DEGREES 04 MINUTES 34 SECONDS EAST, ALONG THE SOUTH LINE OF SAID SOUTHEAST STATE OF ) STATE OF ILLINOIS) COMMONWEALTH EDISON COMPANY,AMERITECH ILLINOIS a.k.a.ILLINOIS BELL TELEPHONE COMPANY, QUARTER, 517.66 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF ) ss GRANTEES, ROSENWINKEL STREET THENCE SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, )ss ALONG SAID EASTERLY RIGHT OF WAY LINE, 231.82 FEET FOR THE POINT OF BEGINNING; COUNTY OF _ ) COUNTY OF KENDALL) UTES 57 SECONDS EAST, ALONG SAID THEIR RESPECTIVE LICENSEES,SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO CONSTRUCT, THENCE CON77NUING SOUTH 21 DEGREES 48 MIN THIS IS TO CER77FY THAT CENTEX HOMES, A NEVADA CORPORATION, IS THE FEE SIMPLE OWNER OF THE COUNTY CLERK OF KENDALL COUNTY, ILL/NO/S, DO HEREBY OPERATE,REPAIR,MAINTAIN,MODIFY, RECONSTRUCT, REPLACE,SUPPLEMENT,MANHORELOLES, TRANSFATE ORMERS,REMOVE, S7ERLY RIGHT OF WAY LINE, 171.66 FEET THENCE SOUTHERLY ALONG SAID 1' FROM TIME TO TIME,POLES,GUYS,ANCHORS,WIRES,CABLES,CONDUITS,MANHOLES,TRANSFORMERS, EA PROPERTY DESCRIBED IN THE FOREGOING SURVEYOR'S CER77FICATE AND HAS CAUSED THE SAME TO BE CER77FY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO TERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS PEDESTALS, EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH UNDERGROUND EAS SURVEYED, SUBDIVIDED, AND PLATTED AS SHOWN HEREON FOR 7HE USES AND PURPOSES HEREIN SET FORTH UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND TRANSMISSION AND DISTRIBUTION OF ELECTRICITY,COMMUNICATIONS,SOUNDS AND SIGNALS IN,OVER, OF 680.00 FEET AND A CHORD BEAR/NG OF SOUTH 09 DEGREES 31 MINUTES 23 AS ALLOWED AND PROVIDED FOR BY STATUTE, AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME INCLUDED IN 7HE PLAT HEREIN DRAWN. l FURTHER CERTIFY 77fAT l HAVE RECEIVED ALL UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR SECONDS EAST, AN ARC LENGTH OF 291.78 FEET TO THE NORTHWEST CORNER OF LOT UNDER THE STYLE AND TITLE THEREON /ND/GATED. STATUTORY FEES /N CONNECON W/TH THE PLAT HEREIN DRAWN. DOTTED LINES(or similar designation)ON THE PLAT AND MARKED"EASEMENT',"UTILITY EASEMENT',"PUBLIC 1685 OF BRISTOL BAY P.U.D. UNIT 1, PER DOCUMENT NO. 05-39532; THENCE NORTH UTILITY EASEMENT',"P.U.E."(or similar designation),THE PROPERTY DESIGNATED IN THE DECLARATION OF 87 DEGREES 42 MINUTES OS SECONDS EAST, ALONG THE NORTH LINE OF SAID LOTCONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE 7HE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, 1685, 115.27 FEET TO A BEND IN SAID NOR7N LINE; THENCE SOUTH 75 DEGREES 29 7HOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, PLAT S,"COMMON AREA OR AREAS",AND THE PROPERTY DESIGNATED I N THE PLAT FOR STREETS AND MINUTES 39 SECONDS EAST, ALONG SAID NORTH LINE, 208.25 FEET TO THE NORTHEAST ALLEYS,WHETHER PUBLIC OR PRIVATE,TOGETHER WITH THE RIGHT INSTALL REQUIRED SERVICE CORNER OF SAND LOT 1685; THENCE NORTH 17- DEGREES 46 MINUTES 21 SECONDS GAS, TELEPHONE, CABLE TV OR OTHER 7ELECOMMUNICA TIONS COMPANY UNDER FRANCHISE AGREEMENT WITH ILLINOIS, THIS DAY OF 20__r_. CONNECTIONS UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE EAST, 5 OF FEET,- THENCE SDU7N 75 DEGREES 13 MINUTES IN SECONDS EAST, THE UN17ED CITY OF YORKVILLE, 7NEIR SUCCESSORS AND ASSIGNS, 7HE EASEMENT PROVISIONS WHICH ARE IMPROVEMENTS THEREON,OR ON ADJACENT LOTS,AND COMMON AREA OR AREAS,THE RIGHT TO CUT,TRIM • STA TED HEREON. OR REMOVE TREES, BUSHES, ROOTS,SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND PARALLEL WITH THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD, 670.00 FEET, - SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT THENCE NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, PERPENDICULAR TO INE NOR 7HE UNDERSIGNED FURTHER CER77FY THAT ALL OF THE LAND INCLUDED /N THIS PLAT LIES WI THIN 7HE TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE OBSTRUCTIONS SHALL LAST DESCRIBED COURSE, 133.15 FEE T; THENCE N ALONG A BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DlS7R/CT 115. _ NOT BE PLACED OVER GRANTEES'FACILITIES OR IN, UPON OR OVER THE PROPERTY WITHIN THE DASHED OR THENCE NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, CURVE TO 7HE LEFT WITH A RADIUS OF 66.00 FEET AND A CHORD COUNTY CLERK DOTTED LINES(orEN similar designation)ON THE PLAT AND MARKED"EASEMENT',"UTILITY EASEMENT',"PUBLIC N 26 DEGREES 02 M/NU7ES 38 SECONDS EAST, AN ARC LENGTH OF DA TED A T N, THIS DAY OF 20_. UTILITY EASEMENT',"P.U.LL (or similar designation),WITHOUT THE PRIOR WRITTEN CONSENT D THE BEARING OF NOR7 140.44 FEET, T, 145.67 GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES,THE GRADE OF THE SUBDIVIDED PROPERTY FEET, THENCE NOR7H 75 DEGREES 13 MINUTES 39 SECONDS WEST, PERPENDICULAR TO RECORDER DE_ 'S CEPTIFICATE MAINTENANCE THEREOF. SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND INE LAST DESCRIBED COURSE, 70.00 FEET, THENCE NORTH 02 DEGREES 56 MINUTES CEN7EX HOMES 50 SECONDS WEST, 79.37 FEET; THENCE NOR7H 09 DEGREES 46 MINU7ES 58 SECONDS EAST 77.05 FEET, THENCE NOR7H 05 DEGREES 56 MINUTES 12 SECONDS EAST, 77.05 A NEVADA CORPORA 77ON THE TERM STATE OF ILLINOIS) CONDOMINIUM ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" 5 MINUTES 26 SECONDS EAST, 77.05 FEET; 2205 POINT BOULEVARD UM PROPERTYACT", CHAPTER 7651LCS 605/2,AS AMENDED FROM TIME TO TIME. FEET; THENCE NOR7H 02 DEGREES 0 THENCE THENCE NORTH 01 DEGREES 45 MINUTES 20 SECONDS WEST, 77.05 FEET, SUI 7E ZOO )ss THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LOT, PARCEL OR AREA OF THE REAL PROPERTY,THE • ELGIN, ILLINOIS 60123 NORTH 05 DEGREES 36 MINUTES 06 SECONDS WEST, 77.05 FEET, THENCE NORTH 09 COUNTY OF KENDALL) BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE ORAS AN APPORTIONMENT TO THE 77.05 FEET* THENCE NOR7H 13 DEGREES 17 SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH DEGREES 26 MINUTES 52 SECONDS WEST, MINUTES 38 SECONDS WEST, 77.05 FEET TO THE .SOUTHEAST CORNER OF LOT 1041 OF THIS INSTRUMENT N0. � WAS FILED FOR RECORD MAYBE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS", Y P.U.D. UNIT 7 ACCORDING TO INE PLAT THEREOF RECORDED DECEMBER BY. "OPEN SPACE","OPEN AREA","COMMON GROUND","PARKING",AND"COMMON AREA". THE TERMS"COMMON BRISTOL BA AREA OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY SURFACED WITH INTERIOR 21, 2005, AS DOCUMENT NUMBER 05-39538; THENCE SOUTH 74 DEGREES 46 MINUTES /N THE RECORDERS OFFICE OF KENDALL COUNTY, ILLINOIS, ON THIS 59 SECONDS WEST 135.00 FEET,• THENCE SOU7H 64 DEGREES 37 MINUTES 29 DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED 8Y A BUILDING, ' ITS DAY OF 20____, A T O'CLOCK ,til, SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL SECONDS WEST, 93.85 FEET, THENCE SOUTH 73 DEGREES 45 MINUTES 42 SECONDS EQUIPMENT. WEST, 36.17 FEET, -THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1028.00 FEET ANDA CHORD BEARING OF SOUTH 75 DEGREES 41 MINUTES RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER,UPON 46 SECONDS WEST, AN ARC LENGTH OF 69.41 FEET; THENCE SOUTH 12 DEGREES 22 NOTARY C, T KiATE WRITTEN REQUEST. MINUTES 10 SECONDS EAST, 83.52 FEET; THENCE SOUTH 05 DEGREES 51 MINUTES 10 ---- --� -' KENDALL COUNTY RECORDER SECONDS EAST, 67.52 FEET, 77-IENCE SOUTH 01 DEGREES 06 MINUTES 59 SECONDS STATE OF ) EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE EAST, 67.52 FEET; THENCE SOUTH 03 DEGREES 37 MINUTES 13 SECONDS WEST, 67.52 ) ss FEET,• THENCE SOUTH 08 DEGREES 21 MINUTES 24 SECONDS WEST, 67.52 FEET, COUNTY OF ) 7HENCE SOUTH 26 DEGREES 14 MINUTES 21 SECONDS WEST, 140.66 FEET, 774ENCE A NON-EXCLUSIVE BLANKET EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC NORTH 75 DEGREES 13 M/NU7ES 39 SECONDS WEST, 140.00 FEET; THENCE NOR7H 74 On PLAN CCal1�lMlfSSI4N -CE2TIFICATE T, 67.35 FEET,• THENCE NORTH 62 DEGREES 11 A NOTARY PUBLIC /N AND FOR 7HE COUNTY AMERITECH, NICOR, COM ED, JONES HE CI Y OF OTHER PUBLIC UTILITIES, AND HOLDERS OF DEGREES 29 MINUTES 33 SECONDS WES 7 FEET THENCE NORTH 46 DEGREES 13 MINUTES 13 /' -- EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE, ILLINOIS,AND THEIR MINUTES 15 SECONDS WEST, 61.6 STA TE OF ILLINOIS) SECONDS WEST 61.67 FEET; THENCE NORTH 30 DEGREES 15 MINUTES 12 SECONDS RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS NOR7H 21 DEGREES 49 MINUTES 17 SECONDS WEST, 69.76 AND STATE AFORESAID, DO HEREBY CER77FY THAT )ss "BLANKET EASEMENT'TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, WEST, 61.67 FEET,• THENCE INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION FEET,• THENCE NORTH 00 DEGREES 08 MINUTES 26 SECONDS WEST, 87.01 FEET, AND PERSONALLY KNOWN TO ME TO BE 7HE COUNTY OF KENDALL) THENCE SDU7N I 89 DEGREES 51 MNUTES 34 SECONDS WEST, 159.96 FEET,• 1NENCE SYSTEMS AND LINES UNDER THE SURFACE OF THE"BLANKET.EASEMENT', INCLUDING APPROVED AND ACCEPTED BY 77-IE PLAN COMMISSION OF 7HE WITHOUT LIMITATION TO TELEPHONE CABLE,GAS MAINS, ELECTRIC LINES, CABLE TELEVISION SOUTH 88 DEGREES 43 MINUTES N SECONDS WEST, 66.00 FEET; THENCE T14E NE AND OF ___ AS SHOWN ABOVE, APPEARED BEFORE ME LINES, AND ALL NECESSARY FACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT ALONG A CURVE TO THE RIGHT NTH A RADIUS OF 278.00 FEET AND A CHORD BEARING THIS DAY AND ACKNOWLEDGED 7HAT AS SUCH OFFICERS, 77-IEY SIGNED AND DELIVERED THE SAID INSTRUMENT AND OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED OF NORTH 00 DEGREES 42 MINUTES 15 SECONDS WEST, AN ARC LENGTH OF 5.47 FEET; CAUSED 771E CORPORATE SEAL TO BE AFFIXED 1NERETO AS THEIR FREE AND VOLUNTARY ACT AND AS TH FREE UNTIED CITY OF YORKVILLE, ILL/NO/S, THIS DAY OF 20 THENCE NOR1N 00 DEGREES 08 MINUTES 26 SECONDS WEST, 100.83 FEET, THENCE , FOR THE USES AND PURPOSES THEREIN SET FORTH. FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED AND VOLUNTARY ACT OF SAID CORPORATION NORTHWESTERLY ALONG A CURVE TO INE LEFT WITH A RADIUS OF 25.00 .FEET ANDA SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS THEREON. CHORD BEARING OF NOR7N 45 DEGREES 08 MINUTES 26 SECONDS WEST, AN ARC GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _� DAY OF _ 20 LENGTH OF 39.27 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST, CHAIRMAN 244.84 FEET THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS ANON-EXCLUSIVE BLANKET EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, OF 25.00 FEET AND A CHORD BEARING OF SOUTH 42 DEGREES 55 MINUTES 25 REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF SECONDS WEST, AN ARC LENGTH OF 40.96 FEET, 77-IENCE SOUTH 04 DEGREES 37 WATER, STORM SEWERS, SANITARY SEWERS AND ELECTRICITY, WITHIN THE AREAS SHOWN MINUTES 14 SECONDS EAST, 18.78 FEET, THENCE SOUTH 84 DEGREES 46 MINUTES 15 _ ON THE PLAT AS"BLANKET EASEMENT', TOGETHER WITH A RIGHT OF ACCESS THERETO FOR SECONDS WEST, 197.00 FEET,• 7HENCE SOUTH O7 DEGREES 16 MINUTES 34 SECONDS NOTARY PUBLIC THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND EAST,: 77.21 FEET; THENCE SOUTH 11 DEGREES 45 MINUTES 02 SECONDS EAST 91.58 FEET,• THENCE SOUTH 16 DEGREES 22 MINUTES 16 SECONDS EAST, 82.73 FEET CITY ADMINISTJ2ATOQ S GMTIRICATE PURPOSES. THENCE SOUTH 21 DEGREES 17 MINUTES 25 SECONDS EAST, 80.72 FEET; THENCE C/Ty ENG"='s CEpTIRICATE SOUTH 21 DEGREES 48 MINUTE'S 57 SECONDS EAST, 390.00 FEET, THENCE SOUTH 68 THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS DEGREES 11 MINUTES 03 SECONDS WEST, 5 00 FEET,• THENCE NORTHWESTERLY ALONG STATE OF ILL/NO/S) STATE' OF ILLINOIS) HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM, OR CURVE TO THE RIGHT W1TN A RADIUS OF 25.00 FEET AND A CHORD BEARING OF )ss REMOVE ANY TREES, SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS A ) S.S. COUNTY OF KENDALL) "BLANKET EASEMENT'WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, NORTH 66 DEGREES 48 MINUTES 57 SECONDS WEST, AN ARC LENGTH OF 39.27 FEET TO THE PO/NT OF BEGINNING, IN THE UN/1FD CITY OF YORKV/LLE, KENDALL COUNTY, COUNTY OF KENDALL) RECONSTRUCTION, REPAIR, REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF ILLINOIS. APPROVED AND ACCEPTED BY 71-IE CITY ADM/N/S77ZATOR OF THE THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS, STRUCTURES, OR OBSTRUCTIONS I FURTHER CER77FY THAT THE PLAT HEREON DRAWN /S A CORRECT AND ACCURAT F 1, JOE WYWROT, CITY ENG/NEER FOR THE UN17ED CITY OF YORKWLLE, DO HEREBY CERTIFY THAT THE UNI7ED CITY OF YORKVILLE, ILLINOIS, THIS DAY OF 20 SHALL BE CONSTRUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED AS"BLANKET REPRESENTA170N OF SAND SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN /N REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR 77-IE REQUIRED GUARANTEE COLLATERAL HAS EASEMENT', BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, FEET AND DECIMAL PARTS THEREOF. BEEN POSTED FOR 7HE COMPLE77ON OF ALL REQUIRED IMPROVEMENTS DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. ABOVE DESCRIBED PROPERTY IS LOCATED DATED AT YORKVILLE, ILLINOIS THIS DAY OF _ 2005. I FURTHER CERTIFY THAT NO PART OF INE AB THE OCCUPATION AND USE OF THE NON-EXCLUSIVE BLANKET EASEMENT HEREIN GRANTED WITHIN A SPECIAL FLOOD HAZARD AREA AS IDEN77FIED BY THE FEDERAL EMERGENCY CITY ADMINISTRATOR MANAGEMENT AGENCY BASED ON FIRM 170J41-0010C, DATED, JULY 19, 1982. ALL OF AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE THE PROPERTY IS LOCATED IN ZONE C, AREAS OF MINIMAL FLOOD/NG. DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ! FURTHER CER77FY THAT / HAVE SET ALL EXTERIOR SUBDIVISION MONUMENTS AND CITY ENGINEER SPOCIAL SERVICE AREA D/SC 29" NOTICE ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH, DAMAGE, OR DESCRIBED 7HEM ON THIS FINAL PLAT, AND 77-IAT ALL INTERIOR MONUMENTS SHALL BE DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT SET AS REQUIRED BY STATUTE (ILLINOIS REVISED STATUTES 1989, CHAPTT+R 109 CITY C-CU (CIL CERTIRIGATE SEC170N 1). ALL LOTS WITHIN 1NlS SUBD/VISION WILL BE INCLUDED WTI-11N A UNITED CITY OF YORKVILLE THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. NO USE OR SPEC/AL SERVICE AREA FOR 77-IE PURPOSE OF /NFRAS7RUCTURE FINANCING AND WILL BE OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY I FURTHER CER77FY THAT 7HE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS STA 7E OF ILLINOIS) SUBJECT TO AN ANNUAL TAX LEVY IN ACCORDANCE WITH THE PROVISIONS OF 77-IE CITY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. S1 TUA TED WI77-11N THE CORPORA TE LIMITS OF 7HE UNI TED CITY OF YORKVILLE, ILLINOIS, )ss ORDINANCE ESTABLISH/NG SAID SPEC/AL SERVICE AREA. FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE .WHICH IS EXERCISING THE SPECIAL POWERS AUTHORIZED BY DMSION 12 OF ARTICLE 11 COUNTY OF KENDALL) OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO, GIVEN UNDER M Y HAND AND SEAL AT , ILLINOIS, 1NlS APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING DAY OF _ 20 - UNITED CITY OF YORKVILLE, ILLINOIS, THIS __DAY OF -, 20 SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. ILLINOIS PROFESSIONAL LAND SURVEYOR, NO.035--003359 r _ License Expires 11/30/2006. MAYOR CITY CLE�K''S G�2T/R/CATE NOTE: Only those Building Line Restrictions or Easements shown on STA 7E OF ILLINOIS) a Recorded Subdivision Plat are shown hereon unless the FINAL PLAT OF SUBDIVISION )ss description ordered to be surveyed contains a proper description of the required 9 uired buildin lines or easements. COUNTY OF KENDALL) B2ISTOL BAY P.U. UNIT 13 * No distance should be assumed by scaling. * No underground improvements have been located unless shown APPROVED AND ACCEPTED BY THE MAYOR AND C/1Y COUNCIL OF INE YORKVILLE, ILLINOIS and noted. * No representation as to ownership, use, or possession should be UNITED CITY OF YORKV/LLE, ILLINOIS, BY ORDINANCE No. NOTICE.• Kendall County has a long, rich tradition in agriculture and hereon implied. * This Survey and Plat of Survey are void without original embossed AT A MEE77NG HELD 1N/S DAY OF_ 20 respects the role that farming continues to play in shaping the or red colored seal and signature affixed. economic viability of the country. Property that supports this REVISIONS DWN BY: INT: DATE: PROJECT NO. should be aware that normal agricultural practices may result in * This professional service conform to the current Illinois minimum industry is indicated by a zoning indicator - A-1 or Ag Special 1. JGS 08/16/06 CE7X-060305-4 standards for o boundary survey and was performed for. Use Anyone constructing a residence or facility near this zoning Z DSN BY: INT: HORIZ SCALE: SHEET N0. CENTEX HOMES - J. N/A NONE occasions/ smells, dust, sights, noise and unique hours of 4 OF 4 Compare your description and site markings with this plat and C1 TY CLERK operations that are not tunica/ in other zoning areas. 4. CHK BY: INT: VERT SCALE: 5. CLD N/A AT ONCE report any discrepancies which you may find. ERING SULTA SMITH E ENGINEEROSNAND SURVEYORS ' INC° „L CIVIL/STRUCTURAL 759 JOHN STREET FINAL PLAT SUBDIVISION YORKVILLE . ILLINOIS 80580 OWNERS/SUBDIVIDERS PH: 830-553-7560 FAX: 630-553-7846 wwwsmithengineering.com E-MAIL: sec®smithengineering.com HARLEM IRVING COMPANIES R T H HARLEM AVENUEKENDALL MARKETPLACE N McHENRY w HUNTLEY m YORKVILLE 4'1 04 NO ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 CHICAGO, ILLINOIS 60634-129$ PART OF' SECTIONS 9 , 20 AND , TOWNSHIP ? NORTH , POMP. FILE. ANDARfp.dwg COOPER LAND COMPANY INC. PLOT FILE:STANDARD RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN , VIEW. 060161-01 'I '12 W. MAIN STREET PLANO, ILLINOIS 60545 Y -I UNITED CITY OF YORKVILLE , KENDALL COUNTY, ILLINOIS PROJECT CONTACT: COUNT SMIThI ENGINEERING CONTACT LOCATION MAP P!�'OJECT MR. JIM SNYDER O A_is K IDAL-L CoroNIAL PETER J. HUINKER P.E., DIRECTOR OF OFFICE OPERATIONS AREA PHONE: (773) 625-3036 DAi„L G ILLINO IS?RUST CO° _ (630) 553-7560 FAX: (773) 625-0056 pA 9.� CRAIG L. DUY P.L.S., SENIOR SURVEYOR I:�rxox STT�j2Us 9Q STEEL REBAR � N __� ;S R� x,00 0 {} NIGI-1 iP/DGE LANE ,' u 630 553-7560 s a z8 email C.Fisl]el', tet ,+ rt w]M Y FIR T GE 10� ( 1., f _. FOUND BENT AT CORNER 1 \ �L`(\`1 r2-' mi J1o2.34 202 1" OPEN PIPE 258.96' = c -N ��`�stcr ,F3ar,�c -_ 1 d 211inois Trust :sul�. AT CORNER 1 ° m_ _�� Y„ �.,. F (# � A/CI. 94913 Pi sJ- r y: •,IVB S 2'S +Ic RESET 5/8" 19 0 �• F°° (SEC' ; ry _ vN\ 9 toniaj C - - STEEL REBAR I �� f ;0� 5: I � 3r Co• ". ijj FOUND 3/4 A T CORNER k� 0\A :f. Tf- OPEN PIPE � � s ._ ;'. f, t{ j f ,ft t f fG0'- ...,�6' 'r.\ �S Fj .' Ge 3. ► '' O ' SOUTH I i 0 M .._ .....� S�P` 2232 17.67 s _. G _ 0 01 L N \ 50 _ w..-, RE L� o TI-ILAVD LANE 1 LINE 49 48 __ F f`+ e P o0 2 NOS \� 47 46 45 I ` 44 43 1 3 o f PNN OC NO EM �R SES 25ti ,Barrk�Trr LaSalle- ON 7 , 42 41 „ f D NO Esq _003 1 f fz 40 r ~E nt� � 38 - w.P C � 36 35 : ,� / .... v J - _. 3 :::::::./..::. ,,. ,..<.::.. .::::.:: � .�.... ..... ! �. R �. 24 'iso -�_ �... . 32 q � F ra •.Y.. /:. Z � OPEN PIP 7 COUNTY K ..,. 30 29 Z f A --.._ .,�,..' <:.%<: .. '�-,» Z 5 � A T CORNER w ..... . 4 i . . D ��Q -v,r.Y v:.:....:: . O 6 CO L 7 i i a - . rpt.. .......:.............................--�.,.. t..........................�. :�?48 .....,.,.... res L $ ..� :.. :.:::.... .,.;,,:.::: , � der, .� ,. _ �.. .::: .:........ \ .::.: oo coo ::::• T _ , -r. � •5f. ..... ...... FOUND 7V T %IX OPEN P! P/V. err - ql X41 ,.. ., ATC ER r --.� 22 � z ,ivill' 0 3 a 2 5 .... :::;:: 0 - UND 3 �1 :>«:::;. >:,.�. <> / � 4 * run :: o o +� 3 ,::<:::::::. ---- �_ �>�::::>.::;::,, OPEN PIPE C';� � 4 � O � '� .t,] � .� � \ _ 3 ° a� 1 N.w. .21 5 0 _ o` c �:.,: A NOF CORNER q •.� t C� i ,/,. ---__ \ ON LINE -- I6po ...f vi '► V f 20 D®� 5' .. F qua; NOT TO SCALE VAR ... ;.: , / i I , ,.ry. \ / / / LAND USE SUMMA�PY S0116= AW F.A5CbdCbT_Q9TAL Z OF ...: / Dk4ENS/OWS ARE TYPICAL UNLESS OTHERINSE NOtt77. ACREAGE TOTAL ACRES t. EASEMENT ' LAND USE TD 59YGLE FAMILY LOT EKCLUS/YELY. aMENSTaV5 ARE APPLIED / YARD SETBACJC OF 7.5•/S ALLDN£D N17H 3 CAR GARAGE AND 1 i 2 SIDE :<,,,.� �....:::i:::^:<:::>?s�;'!:">:;;> :<::<:::g!a::::> 42/0 \ / / COMMERCIAL LOTS 1, 19, 54, 55 & 56 81.54 ac. RANCH HOMES SID£YARD SETBACKS ADJACENT TD STREET SHALL� � 1� \ / �.. 20'M/NNUAL .m'REAR :',.!` \ v i' , / -� `" ':'�� COMMERCIAL OU TL O TS LOTS 2-18). 23.77 cc. 129' 10'P.USD.e }D'B.SL OR ( �' � /J %., �- DETENTION LOT 57 �"`"` C114C USE LOT 20 8.36 ac. 4% SEE NATE 1 1 Cr? \ �: 18 -- -- �o 3.28 ac. 2% F_ -� 19 OPEN LOT 22LOT 21 4.39 ac. 2% II �II�S� I P.U. 1 I �J f s' ::::.; /�� PARK I I P.0 I I tD P.U.u -I sae + JC CORNER LOT `f �% I / / / r B.SL P.U. hD.E /:<"%f;:::::•...,' / R.O.W. TO BE DEDICATED 15.71 ac. 89 III I eD.E 4i- 1 V R.0.W. TO BE CONVEYED TO 1.D.0. T. LOT 53 1.15 ac. 1% Itaw. , :r . :: :::: ::::::::.:: I 13 i V OTS 23-50 8.75 ac. 5% -JILL L_ J L_J 16 / SINGLE FAMILY DETACHED L / D LOTS 51 & 52 24.79 ac. 13% . : I //` MULTI FAMILY ATTACHE t0'P.0.RaE. � \ - T m ce / S � � �,, < ' \ I \ -_ \l ,/ TOTAL GROSS ACRES 192.10 cc. 100% .m'FRCNT SETBACK I 55 / PRCPER'Y UNE NOT TO SCALE 117 56 �� \ 1 Z / V a � I �� \ /, '�;. l-lA TCb-1 LEGEND 0 �^�• OTE RIGHT OF WA Y HED AREAS DEN / \ •:;; �; �,.;;;;;;;.�...;:;;;;�f:.::.;:.;.:../ ,:«�, �;<<:;;;: A TED TD THE UNITED CITY 0 ,.;: �,., .., <;� '>>.� ��, �:. HEREBY DEDIC POSES. .LLE FOR ROADWAY PURPOSES. YORK VI CURVE TABLE CURVE LENGTH RADIUS CHORD CHORD BEARING '`%'' ` / N 1 , „/ HATCHED AREAS DENOTE RIGHT-0E-WA Y \ 1. r:::::<< C1 39,27 25,00 35,36 SO1 51 15'W ��~'' `' / � ;; � f </ ,�,� , ��! ' :, HEREBY CONVEYED TO ILLINOIS DEPARTMENT 40.71 25.00 36,36 S86°29 53 E \\ C \ / OF TRANSPORTATION FOR ROADWAY PURPOSES �.' ::::: '`:::::. l Ear C3 39,27 25,00 35.36 S28°36'02'W \ / 10 C4 39.27 25.00 35.36 S61°23'58'E V \ ' '/''>~ / ff / 25,00 35,00 N38°45'20'W ! ' C5 38.77 C6 39.64 25,00 35,62 S51 23'20'W :: o8'E %%: l / f RECIPROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO C7 39.27 25,00 35,36 S38 11 '�( VOUND 3 ,/ \ A 5.00 35.36 N51°48'52'E Q OPEN PIP Il ! ' I C8 39,27 2 I THE OWNERS OF LOTS 1-14, 16-19, 54-56, AND THEIR ASSIGNS, FOR / / GRESS AND EGRESS OVER THE PAVED AREAS OF SAID LOTS 1-14, C9 39,08 25,00 35,22 N66°27'24'E �,aT CORNS �;;�:; v i0N !N 35.49 N23°32'36'W «:�:<._.: <:� I I 9 C10 39.46 25.00 "> , : <; I , ;! ' S 16-19, AND 54-5s. 4 25,00 38,31 N82'02'00'E \ fz ` ' OLLS �1g3 Cll 43.6 / / K KN N0, 1 1963 °56'13'E FOUND 3/4 <F;< `%%` oP TO BE GRANTED FOR THE EAST AND C12 43,60 25,00 38,28 S17 ��.'�. ��> i i DOC. A SIDEYARD SETBACK VARIANCE OPEN PIPE j ' Z ! F I / ; JD\- EAST LINE OF LOT C13 149,25 1000,00 149.11 S38 52 12 E / 198.�� 2s.48 wEsr o 54 / I \ / ._<' RSC• WEST LINES OF LOT 54 AS WELL AS THE ADJACENT C14 731.54 1000.00 715.34 N22°11'19'W o } ++ I ON UNE S88 46 07 W o :' ' / 55 AND THE ADJACENT WEST LINE OF LOT 1, WHERE NO MINIMUM SIDE C15 363,97 400.00 351.54 N57°07'07'W I I / / i YARD SHALL BE REQUIRED BETWEEN BUILDINGS. C16 101.29 250.00 100.60 S85°12'27'W W <_; ; I >I $ C17 263,27 400.00 258.54 S49°54'24'E C_ 327.32 N19°25'06'E = --- - - - ---- -- C18 329.97 750,00 C "> <;:>:: - C19 439.40 400.00 417,64 N38°17'04'E FOUND 3/4 < °18'15'W ..;:.� 20 159,87 400,00 158,81 S58 OPEN PIPE '�� I ------------------------- - / / C -- AT CORNER---- �- - _-------- �---_® J J k I , Q� 7 , N68a Cj FOUND 3/4" C:) OPEN PIPE / (^ P �,�P 50.19 NORTH j ON LINE OD >< ��\ / / I I I �� GRAPHIC SCALE BJP �0 I 4 I 5 I- A FOUND 3/4" - I I.. I / 'Y -200 0 100 200 400 800 5 OPEN PIPE 48.21'N., 3.97'W 6 ER OF CORN IN FEET ) 1 inch = 200 ft. NOTES 1983_.32' N8503211 W ----__ 0++ (� <I/ETE- ��,��1,,� 1. ANNOTATION ABBREVIATIONS - - - - - - - .,� - �7,qN%� PA'�'l�CW __y)__---_-�_---- � ,� 1. ALL BEARINGS AND DISTANCES ARE BASED ON A LOCAL COORDINATE SYSTEM. - - - -fCC 1�iTQ N B.S.L. = BUILDING SETBACK LINE - - - - - - - POB = POINT OF BEGINNING 2 UNLESS STATED OTHERWISE, ALL EASEMENTS & SETBACK LINES ARE HEREBY - --LJ4J� + � GRANTED. POC = POINT OF COMMENCEMENT FINAL PLAT OF SUBDIVISION P.U.&D.E. = PUBLIC UTILITY & DRAINAGE EASEMENT 3. ALL AREAS SHOWN ARE MORE OR LESS. S.M.E. = STORMWATER MANAGEMENT EASEMENT KENDALL MARKETPLACE T.A.E. = TEMPORARY ACCESS EASEMENT 4. THIS PROPERTY !S WITHIN THE CORPORATE LIMITS'OF THE UNI TED CITY OF YORKVILLE UNITED CITY OF YORKVILLE, L.E. = LANDSCAPE EASEMENT LEGEND = HOMEOWNER'S ASSOCIATION 5. 5/8" STEEL REBAR TO BE SET c� ALL EXTERIOR CORNERS UNLESS OTHERWISE KENDALL COUNTY, ILLINOIS R.E.H.O.A.. ROADWAY EASEMENT ------------- CENTERLINE NOTED. 5/8" STEEL REBAR TO BE SET AT ALL INTERIOR CORNERS WITHIN 12 MONTHS OF RECORDATION. 1� •..�•-g T.C.E. = TEMPORARY CONSTRUCTION EASEMENT 2. THIS PROPERTY /S WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE. BOUNDARY LINE s. P.U. & D.E. = PUBLIC UTILITY & DRAINAGE EASEMENT. C DISTANCES UNLESS OTHERWISE NOTED. 7. A PUBLIC UTILITY AND DRAINAGE EASEMENT OVER ALL OF LOTS 1-57 IS REVISIONS DWN BY: INT: DATE: PROJECT 2 J. DIMENSIONS O. ALONG CUR VES ARE AR ROAD WA Y EASEMEN T HEREBY GRANTED (EXCEPTING THEREFROM THAT PART OF SAID LOTS ON WHICH 1. JPH 8/28/06 JGS 7/31/Os 060161.02 4. NO DIMENSIONS SHALL BE ASSUMED BY SCALING. PR/NC/PAL BUILDINGS ARE TO BE CONSTRUCTED AND EXCEPT THAT PART OF SAID 2. CLD 9/01/06 DSN BY: INT: HORIZ SCALE: SHEET NO. 5. LOTS 51-52 TO BE OWNED AND MAINTAINED BY THE HOMEOWNERS ASSOCIATION, LOT LINE LOTS SHOWN HEREON AS AN EXCEPTION TO BLANKET EASEMENT). 3• 1"=200' EXCEPT THAT PART ON WHICH A PRINCIPAL BUILDING /S TO EXIST. s 4. CHK BY: INT: VERT SCALE: 1 OF 9 - BUILDING SETBACK LINE - 5. CLD �I/A 6. LOT 53 TO BE CONVEYED TO I.D.O. T. FOR ROADWAY PURPOSES. - SMITH ENGINEERING CONSULTANTS9 INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759JOHN STREET FINAL PLAT OF SUBDIVISION YORKVILLE, ILLJNOIS 60560 PH: 630-553-7560 FAX: 630-553-7646 SEE SHEET NO. 5 FOR CONTINUATION Www.smithengineering.com E-MAIL: sec@smithengineering.com w MeHENRY im HUNTLEY mYORKVILLE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 ............. MARKETPLACE KENDAL COMP. FILE.- 060161 fp.dwg LOT 55 -ST PLOT FILE. ANDARD 376,379 S-F PART OF SECTIONS 9 � 20 AND 29 , TOWNSHIP 37 NORTH , VIEW.- 060161-02 06" J0, COMMERCIAL E a EAST 0 THE THIRD PRINCIPAL MERIDIAN 61 RANG B.S.L. TED CITY OF YO KVILLE2 KENDALL COUNTY2 ILLINOIS ---------- UNI -58 66' LOT 56 LOCATION MAP 111111, C) 01' 347. 10, --------- --------- 370,094 S.F. 4 3.0 0 --------- ---------- S85*J2'7 0-E 954.10'S85'32'7 0"E ----------- 20' B.S.L. LOT 21 143,077 S.F CURVE TABLE OPEN SPACE C VE LENGTH RADIUS CHORD CHORD BEARING UR S01*51'15'W Ci 39,27 25.00 35.36 '53'E CP. C2 40,71 25.00 36,36 S86029 25L0 35,36 S28*36'02'W C3 39.27 11,11111,1........ S6i*23'58#E C4 39.27 25,00 35.36 C5 38.77 25,00 35.00 N3845'20-W C6 39,64 25,00 35.62 S51*23'20'W A C7 39.27 25,00 35.36 S38*11'08'E C8 39,27 25.00 35.36 N51*48'52'E N66*27'24'E C 9 3 9.0 8 25.00 35.22 g!j! t — — CIO 39.46 25.00 3 5.4 9 N23*32'36'W Cii 43,64 25.00 38,31 N82*02'00'E 50 11: 50' 13.S.L. C12 43�60 25.00 38.28 S17*56'i3'E S. C13 14 1000.00 149,11 S38*52'12'E 9.25 C14 731.54 1000,00 715�34 N22*11'19"W C15 363.97 0.00 351.54 N57*07'07'W 20' B.S.L. C16 101,29 250.00 100.60 S85*12'27'W C17 263,27 400,00 258,54 S49*54'24'E C18 329,97 750,00 327.32 N19*25'06'E C19 1 439,40 400,00 417,64 N38*17'04__ 1'go nn, C20 1 159.87 400,00 158,81 S58*18'15 W — ---------- 198.00' S88046'071lw FOUND 314 OPEN PIPE LOT 54 kA TCk4 LEGEND 29.48' WEST & ON LINE 751,860 SF FOUND 314- OPEN PIPE COMMERCIAL A SIDEYARD SE7BACK VARIANCE TO BE GRANTED FOR THE EAST A T CORNER -OF-WA Y RIGHT HE ADJACENT EAST LINE HATCHED AREAS DENOTE AND WEST LINES OF LOT 54 AS WELL AS T T WEST LINE OF LOT 1, WHERE NO TO BE DEDICATED To THE UNITED CITY OF OF LOT 55 AND THE ADJACEN EN BUILDINGS. YORKVILLE FOR ROADWAY PURPOSES. ARD SHALL BE REQUIRED BET MINIMUM SIDE Y C:) 6 HATCHED AREAS DENOTE RIGHT-OF-WAY 00 TO BE CONVEYED To ILLINOIS DEPARTMENT OF OR TA TION FOR ROAD WAY PURPOSES C:) TRANSP L CEN TERL INE ............. BOUNDARY LINE SOUTH LINE OF SW 114 14 OPEN PIPE uu FOUND 3 _fSEC 20-37-17 A T CORNER 500 ROADWAY EASEMENT ... ...... 114 OF 50Y LOT LINE SOUTH LINE OF SE B,S.L. BUILDING SETBACK LINE SEC 19-37-7 . ............. A RECIPROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED 50' N) TO 7HE OWNERS OF L07-S 1-14. 16-19, 54-56, AND THEIR ASSIGNS, B.S.L. REAS OF SAID LOTS --------- op 50, FOR INGRESS AND EGRESS OVER THE PAVED A --------- 5 1-14, 16-19, AND 54-56. 50' B.S.L. B.S L. B.S.L. 50' ---------- ----------- SEE SHEET ONE FOR TYPICAL SINGLE FAMILY LOT EASEMENT AND 442.70, B.S.L. 50' SETBACK DETAILS. 230.67' A SIDEYARD SETBACK VARIANCE TO BE GRANTED FOR 7HE EAST 212. 3 B.S.L. 50, AND WEST LINES OF LOT 54 AS WELL AS THE ADJACENT EAST LINE OF LOT 55 AND THE ADJACENT WEST LINE OF LOT 1, WHERE NO 222.55' 10, B.S.L. LOT 1 MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN BUILDINGS- 260-55' 1,600,082 S.F. 4 00 20' COMMERCIAL io jo, to - 3.S.L. --------- z B.S.L. 20' 30' C) B.S.L. .A. B.S.L. 501 0 20' -..% NO B.S L. LOT 2 50,675 S.F. (� �0 LOT 3 (Z COMMERCIAL iz; N 59,358 S.F. Y) LOT 4 COMMERCIAL k N 6ZJ14 S.F. Cd Q) LOT 5 COMMERCIAL N E 34 N 72,954 SF NORTH LINE OF U.S. ROUT COMMERCIAL N PER DEDICATION RECORDED N JUNE J, 1942 IN BK- 98 PG 177 14- N J0, B.S.L. 40' B.S.L. m z FOUND 314- OPEN PIPE 50 0 Cd ...... ..... 50.19' NOR TH & ON LINE .............. ..... ........ B.S.L. 202.7 2 7 212.Oj' p (4 0., U) � -j z 40.00 (6 -7 in 222.5, 5' z FINAL FLA T OF SUBDIVISION WT 53 7 260.55' 0 50�026 S,F- KENDALL MARKETPLACE KVILLE, Q) 25' TO BE CONVEYED TED CITY OF YOR L0 UNI TO LD.O.T FOR 0 — ------ ROAD WAY PURPOSES Lj- KENDALL COUNTY, ILLINOIS - ------ 1983.32' N8503211011W CY) S ROUTE 34 (VETERAN'S PAPI<WA Y) GRAPHIC SCALE REVISIONS DWN BY: INT* DATE: PROJECTNO. 240 JPH 1 8128106 JGS 7131106 060161.02 -60 0 30 60 120 1 ui a: 2. CLD 9101106 DSN BY' INT- HORIZ SCALE: SHEET NO. C/) lm=600 w CHK BY' INT* VERT SCALE: 2 OF 9 IN FEET 700, Lu CLD NIA I co 5. 20' L. 7777 B S. \77777 1 inch 60 ft. EXISTING R.O. i SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS F INAL P OF S VI JOHN STREET YORKVILLE, ILLINOIS 60580 PH: 630-553-7560 FAX: 630-553-7646 LOT5V www.smithengineering.com EE-MAIL: sec@smithengineering.com V A McHENRY w HUNMEY NYORKVILLE J70,094 S.F. MARKETPLACE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-0001.08 - COMMERCIAL KENDALL COMP. FILE- 060161fp.dwg 0 E 5�9.0o PART O F SECTIONS 1 9 , 20 AND 29 , TOWNSHIP 37 NORTH , `SF� ET PLOT FILE:STANDARD 864. 1D'S85321oE RANGE 8 EAST OFTHE THIRD PRINCIPAL MERIDIAN , CV VIEW. 060161-03 38.00' CITY OF YORKVILLE , KENDALL COUNTY, ILLINOIS N� 4F UNITED O 50� 58,3 B.S.L. COMM RCI ATO 20' B.S.L. / N B.S.L. CURVE TABLE 20 LOCATION MAP 50, RD CHORD BEARING B.S.L. CURVE LENGTH RADIUS CHORD .27 25.00 35.36 S 0 1 5115 W S 68¢ C2 40,71 25,00 36,36 S86°29'53'E C3 39,27 25.00 35.36 S28°36'02'W B.S.L. 50' C4 39.27 25.00 35.36 S61°23'58'E 5.00 35.00 N38°45'20'W B.S L. C5 38,77 2 9.64 25.00 35,62 S51°23'20'W O j/ 7 25.00 35.36 S38°11'08'E 25.00 35,36 N51048'52'E C8 39,27 / / C9 39.08 25.00 35.22 N66°27'24'E C10 39.46 25.00 35.49 N23632'36'W LOT 9 0• ;f:: :: , 4 25.00 38,31 N82 02 00 F. Cil 43,6 E 56,710 SCOMMERCIAL C12 43.60 25.00 38,28 S17°56'13'E 25 1000,00 149.11 S38 52 12 E C13 149 C14 731,54 1000,00 715.34 N22 1119 C15 363,97 400.00 351.54 N57°07'07'W C16 101.29 250.00 100.60 S85 12 27 W 30 ry Cl7 263,27 400,00 258.54 S49°54'24'E LOT 54 20 B.S.L.C18 329,97 750,00 327,32 N19°25'06'E 751,860 S.F. C19 439,40 400,00 1 417,64 -=, 17 04 COMMERCIAL o . ,:::::::::.: ::::: . :. 15 8,81 S 5 8 18 15 W S O : :/ ,,. S �J 400,00 6 'OF �..• c2o 8 L 1 0 4 B. S L. 20 3 3 S F Co 30 L N N N- O ;.:..;:.. B.S L. Y LINE ,:..::. B T OF WA ELY RIGHT i << <, .:.. :;; OF CANNONBALL TRAIL 58,354 S.F. / :: COMMERCIAL „,,,.::: PER OAK KNOLLS SUBDIVISION a S6 0' «><> SOU TH LINE OF SW / - m - - SEC 20-37-17 25' - - - LOT 1 s .00- SEWER & WATER EASEMENT - - 1,600,082 S.F " ::: ::>;; p 8¢s, >%�!�.<.:.:.'�/,/�, (DOC. N0. 9312303) 50' COMMERCIAL 3.SL. r 14A TCN LEGEND � o .- t. HATCHED AREAS DENOTE TE RIGHT OF WA �.. E UNITED C ... DEDICATED i TO BE DED i B 0s , KV OR ROADWAY PORP OSES :. 050 _ B.S L. A168�4S B.S L. B.S L. HATCHED AREAS DENOTE RIGHT-OF-WAY 43 TO BE CONVEYED TO ILLINOIS DEPARTMENT OF LOT 7 / IRA NSPOR TA TION FOR ROAD WAY PURPOSES 74,741 S.F. SO' COMMERCIAL e 50' B.S.L. h� ry roN "N L 260.55' .2`�5p 50' o - CENTERLINE B.S.L. 1.R/2 28.29' / 17' x BOUNDARY LINE N85'32'10"W / -13� 9 203 SEWER & WA TER EASEMENT L 50' ROADWAY EASEMENT / (DOC. NO. 9312303) B.S L. B.S.L. gam, l LOT LINE 20' B.S.L. S68¢S' l SETBACK LINE ¢3F l BUILDING 20' B.S.L. / LOT 5 W 20' B.S.L. CoN W- E 72,954 S.F o A RECIPROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED � COMMERCIAL TO THE OWNERS OF LOTS 1-14, 16-19, 54-56, AND THEIR ASSIGNS, cV FOR INGRESS AND EGRESS OVER THE PAVED AREAS OF SAID LOTS N o 1-14, 16-19, AND 54-56. D� SEE SHEET ONE FOR TYPICAL SINGLE FAMILY LOT EASEMENT AND 6 SO' SETBACK DETAILS O LOT G S . 0 10 7,301 S.F. A SIDEYARD SETBACK VARIANCE TO BE GRANTED FOR THE EAST N �N, COMMERCIAL J S 50' AND WEST LINES OF LOT 54 AS WELL AS THE ADJACENT EAST LINE cO B.S.L. OF LOT 55 AND THE ADJACENT WEST LINE OF LOT 1, WHERE NO MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN BUILDINGS. 1 �M ¢8' GRAPHIC SCALE z -60 0 30 60 120 240 0 Q . 260.55' h � { IN FEET ) z1 inch = 60 ft. �' y 7 -7 --��"" .-._._.,._ 640.00' L! J3,08 O 1983.32' N85 32'10"W' ' " %_'_-'- _ m U -' - 340.38' �5 FINAL PLA T OF SUBDIVISION _ -- - _ _ � LL MARKETPLACE CNI _ '� �� . 1 \ KENDA Col.S (ROUTE 34 (VETERA/V'S PA O - - - ---- _ AWA YJ o E CONVEYED °'`�`� UNITED CITY OF YORKVILLE, -� _ 25 To e _ �' TO I.D.0. T. FOR 5� KENDALL COUNTY, ILLINOIS W _ - _ ROAD WAY PURPOSES u.j ---- �.._ - REVISIONS DWN BY.• INT: DATE: PROJECT NO. W W NORTH LINE OF U.S. ROUTE 34 - 1. JPH 8/2s/os JGS 7/39/06 060161. PER DEDICATION RECORDED 2. CLD 9/01/06 DSN BY: INT: HORIZ SCALE: SHEET N0. 1"-60' 100' JUNE 3, 1942 /N BK. 98 PG 177 ---- 3. ----- EXISTING R.0.W. 4. CHK BY: INT: VERT SCALE: .3 OF 5 CLD N/A SEE SHEET N0. 7 FOR CONTINUATION SMITH ENGINEERING CONSULTANTS, INC.INA _ LAT ® SUSDIVISI0N CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS LOT 57 /% %j CURVE TABLE 759 JOHN STREET 60 886,965 S FKENDALL v CURVE LENGTH RADIUS CHORD CHORD BEARING PH: 630Y 53-7560 ILLINOIS FAX: g o 553-7646 DETENTION MARKETPLACE www.smithengineering.com E-MAIL: sec®smithengineering.com Cl 39.27 25,00 35.36 S01°51'15"W MMeHENRY NHUNTLEY NYORKVILLE C2 40.71 25,00 36.36 S86129'53"E ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 PART OF SECTIONS 19 , ..^^�� 0 ANDrr�� 9 , TOWNSHIP 37 NORTH C3 39.27 25.00 35.36 S28°36'02"W COMP. FILE.- 060161 fp.dwg RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN a C4 39.27 25.00 35.36 561'23'58"E PLOT FILE.STANDARD cA Ld C5 38.77 25.00 35.00 N38°45'20"W VIEW. 050161-04 UNITED CITY OF YO R Kit I L L E , K E N DA L L COUNTY, ILLINOIS /l !n C6 39.64 25.00 35,62 S51°23'20"W C7 39.27 25.00 35.36 S38°11'08'E 20' C8 39.27 25,00 35.36 N51"48'52'E B.S.L. C9 39.08 25,00 35.22 N66027'24"E Cl0 39.46 25.00 35.49 N23032'36"W C11 43.64 25.00 38.31 N82°02'00"E C12 43.60 25.00 38,28 S17956'13"E C13 149.25 1000,00 14911 S38°52'12"E C14 731,54 1000.00 715.34 N22°11'19"W b. C15 363,97 400.00 351.54 N57°07'07"W �O. C16 101.29 250.00 100.60 S85°12'27"W ry C17 263.27 400.00 258.54 S49954'24'E ® --- 20' C18 329.97 750.00 32732 N19925'06"E B.SL. C19 439.40 400.00 417.64 N38917'04'E S J28 C20 159.87 1 400.00 1 158.81 S58°18'15"W 6s 152 F h 9 50' 25.44' `ss�q. �,8, B.S L. C� A,�2 '� iyFF7* �ry LOT 14 8 F0 0 46, 248 S.F. R L' �5 607.63' g5 5� � � COMMERCIAL B � ^N�'/�� S85 32'10"E .; ::;:::; q� �. 20 B.S.L. 201 B.S.L. 50 O• f` N LOT 19200 453 477 S.F. COMMERCIAL / e. o LOT 1 14A TCI LEGEND � S.L. ^ 1,600,082 S.F. l i..:...:::.:::::::. 20 COMMERCIAL ,,<,.:.;;;:.;:.;:.<;;..:::::....�...:.............. J �., HATCHED AREAS DENOTE RIGHT-OF-WAY J.:....... 20 ... .......... :. B.S L. LOT 13 .. .....:.. TO BE DEDICATED TO THE UNITED CITY OF >;� ........,..::::::::.::::::::::::.:.:.:.....................:.... B.S.L. 46 464 S.F ,:<.;:.;:;.♦ .: YORKVILLE FOR ROADWAY PURPOSES. - <.: _ 3 COMMERCIAL , 0 HATCHED AREAS DENOTE RIGHT-OF-WAY z / ♦ TO BE CONVEYED TO ILLINOIS DEPARTMENT OF h n O_ j TRANSPOR TA TION FOR ROAD WAY PURPOSES o d Q N O Z D 20, z LEGEND B.S.L. O N � J, >.:.:':.::::::> 8532 10 W _ .,,<:::::;.... (> 188.p2' CENTERLINE SEWER & WA TER EASEMENT O 'f- /' DOC. NO. 9312303 O BOUNDARY LINE Lo a¢s, LOT 12 ROADWAY EASEMENT 20 46,452 S.F. Z B.S.L. B.S.L. COMMERCIAL LOT LINE W LLI BUILDING SETBACK LINE50' 20' B.S.L. (n <... W A RECIPROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED ^ pt 20 W TO 7HE OWNERS OF LOTS 1-14, 16-19, 54-56, AND THEIR ASSIGNS, h' '�tJ) LOTS FOR INGRESS AND EGRESS OVER THE PAVED AREAS OF SAID L 0 TS D� ry B.S L / El Y RIGHT OF WAY LINE 1-14, 16-19, AND 54-56. ?3 OF CANNONBALL TRAIL 68, o F SEE SHEET ONE FOR TYPICAL SINGLE FAMILY LOT EASEMENT AND DETAILS Q PER OAK KNOLLS SUBDIVISION ¢S' .�, ;�: :::.>:.:.y;• �' SETBACK ¢3' >' A S/DEYARD SETBACK VARIANCE TO BE GRANTED FOR THE EAST Q AND WEST LINES OF LOT 54 AS WELL AS THE ADJACENT EAST LINE OF LOT 55 AND THE ADJACENT WEST LINE OF LOT 1, WHERE NO `S¢3" 50' ,� 20 MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN BUILDINGS. B.S.L. B.S.L. Q) LOT 11 LOT 56 ^ h 41,712 S.F. / f COMMERCIAL '`"'' ;y � 30 CAL "' ��> N 370,094 S.F. "` / C B.S.L. OMMERCIAL z LOT 1 8o 1,600,082 S.F o / O � � .•.::�::.:�„��%F /� COMMERCIAL .,. L OCA TION MAP ° B.S L. sus, / k ::<:::::.. ', 265 43 F `♦,f!''>> cliE Jo ov B.S.L. O Z' s 38.00' ,f / :� .:.;:...: :.... :. GRAPHIC SCALE LOT 10 50' :::::::::::. „.:.:<::..;;'.::.::.::.;.;:.;:.;:.;:.;<:.::.::.::.::.::.::.;:.;;<.:.: ,:..:................:.. /�................... ... 58 354 S.F ,......;;:.;;:.;:.;:.;:.;:.;:::: �;. so , /�f:.. 0 30 60 120 >::.......: ://.... <:.:. .: 240 f // :/ B.S.L. B.S L. COMMERCIAL ,... f.: , 20 O IN FEET z B.S L. N : inch 60 ft. .f O .................... f: N N DJ 20 .... , B.S.L. S. /` B. L. LOT 54 s 2. FI NAL PLAT OF SUBDIVISION N 751,860 S.F. 5 A s 3" KEN DALL MARKETPLACE A E B B.S.L. COMMERCIAL S. .L. F UN/TED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS % . LOT 9 '`''! REVISIONS DWN BY: INT: DATE: PROJECT NO. A o' :.:;.:: r� r /,. 56, 710 S.F 1. JPH 8/28/06 JGS 7/31/06 060161.02 / 'Ci - COMMERCIAL ,,,��.f 2. CLD 9/01/06 DSN BY: INT: HORIZ SCALE: SHEET N0. 4• CHK BY: INT: VERT SCALE: 4 OF 9 SEE SHEET NO. 3 FOR CONTINUATION 5.1 CLD N/A SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTUPAL ENGINEERS AND SURVffORS FINAL PLAT OF SUBDIVISION 759 JOHN STREET YORK-TILE, ILLINOIS 60560 PH: 630-553-75130 FAX: 630-553-76415 SEE SHEET NO. 6 FOR CONTINUATION www.smithengineering-com E-MAIL: sec@smithengineeririg.com w McHENRY Po HUNTLEY mYORKVULE ILLINOIS PROFESSIONAL -000108 DESIGN FIRM # 184 KENDALL MARKETPLAC D 29 , TOWNSHIP 37 NORTH , RANGE 8 COMP. FILE: 060161fp.dwg PART OF SECTIONS 19 � 20 AN PLOT FILE.STANDARD VIEW.- 060161-05 EAST OF THE THIRD PRINCIPAL MERIDIAN � LOT 51 mY, ILLINOIS CURVE TABLE 842,247 S.F. UNITED CITY OF YORKVILLE5 KENDALL COUNI CHORD BEARING FUTURE MULTI-FAMILY CURVE LENGTH RADIUS CHORD S01*51'i5'W ol 35�36 39,27 25.00 (To BE CONVEYED TO THE H.0.A.) -Cl 0>tl C2 40.71 25,00 36.36 S86*29'53'E S28*36'02'W C3 39,27 25.00 35.36 35.36 S61*23/58'E 25,00 3927 C4 C5 25,00 35.00 N38*45'20'W 38.77 io' C6 39.64 25�00 35.62 S51023'20'W B.S.L. C7 39.27 25.00 35.36 S38011'08'E N 510 4 8'5 2'E 20' LOT 57 C8 39.27 25.00 35.36 N66027'24'E C 9 39.08 25.00 35.22 20' EAST LINE OF SE 114 OF 886,965 S.F N23*32'36'W B.S.L. Cio 39.46 25.00 35.49 B.S. SEC 19-37-7 DETENTION L. Cil 25.00 38,31 N82'02'00'E 43.64 38,28 S17*56'13'E 25.00 C12 43.60 149,11 S38*52'12"E C13 149.25 1000.00 5 '30, op C14 731.54 1000.00 715.34 N22*li'19'W 07'W S.L. 400,00 351.54 B.S.L. C15 363.97 N57*07' se5*12'27'W C16 101,29 250,00 100.60 S49*54'24'E C> C17 263,27 400.00 258,54 329.97 750,00 327.32 N19*25106'E C18 1> 400.00 417.64 N38*17'04'E 1-01 C,9 439.40 158.81 S58'18'15'W l<595 7 400-00 7Z- 20' C20 159.8 B.S.L, S)5.,o 0 5G.80 ---------- 30' N8846'52"E S8532'1 0"E JJ6.14' Lp Cp- iili- 50 LOT 15 B.S.L. J10.70Y 76,588 S.F. J.470 5. COMMERCIAL S85J2'1 0 N X C.0 30 N �n ................ N B.S.L. ...........- 25.44' �cn LOT 18 �po CD %� 5J,340 S.F. 0 S85*J2'10"E COMMERCIAL 81.60' rn kw 50' B.S.L. Q N y PSI 50' LOT 55 IL B.S.L. 376,J79 S.F. COMMERCIAL LOT 16 N 55.916 S.F 30' CN "M LOT 1 COMMERCIAL B.S.L. 1,600,082 S.F. COMMERCIAL .0 0 b 50' 20' 'J2'1 0"W L N85 B.S. 70-98, C N85'32'1 o Yj 188.02o w 40' B.S.L. ........ LO� 17 57,891 S.F. COMMERCIAL 20' B.S.L. N LOT 56 IN J70,094 S.F. COMMERCIAL 20' B.S.L. .......... LOCA TION MAr Q) N N R GRAPHIC SCALE 240 -60 0 30 60 120 B.S.L. IN FEET ---------- ---------- 1 inch 60 ft. -58.66' 347 10' 4 3. 0 C 07 66- N-z- ko SEE SHEET NO. 2 FOR CONTINUATION LOT 54 FINAL FLA T OF SUBDIVISION 751,860 S.F KENDALL MARKETPLACE COMMERCIAL LEGEND UNITE0 CITY OF YORKVILLE, kA TCl-4 LEGEND A REt7PROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANTED CEN TERLINE KENDALL COLINTY, ILLINOIS To ThE ONVERS OF LOTS 1-14, 16-19, 54-56, AND THEIR ASSIGNS, RIGH T-OF-WA Y FOR NGRESS AND EGRESS OVER THE PAVED AREAS OF SAID LOTS BOUNDARY LINE HATCHED AREAS DEN07E_ 1-14, 16-19, AND 54-56. TO BE DEDICATED TO THE UNI TEO CITY OF DATE: PROJECT NO. YORKVILLE FOR ROADWAY PURPOSES- SEE -91EET ONE FOR TYPICAL SINGLE FAMILY LOT EASEMENT AND ROAD WAY EA SEMEN T REVISIONS DWN BY. INT. 71J1106 060161-02 SETBACK DETAILS 1. JPH 8 8 6 JGS SHEETNO. DSN BY: INT: HORIZ SCALE: DENO 7F RIGH T-OF-WA Y A SIDEYARD SETBACK VARIANCE TO BE GRANTED FOR THE EAST LOT LINE 2. CLD 9101 Pp- HA TCHED AREAS AS THE ADJACENT EAST LINE -60' TO BE CONVEYED TO ILLINOIS DEPARTMENT OF AND *FST LINES OF LOT 54 AS WELL .3. TRA NSPOR TA TION FOR ROAD WAY PURPOSES OF LOT 55 AND THE ADJACENT WEST LINE OF LOT 1. WHERE NO BUILDING SETBACK LINE 4. CHK BY.- INT' VERT SCALE: 5 OF 9 UILDINGS. CLD N 1A MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN 8 El rl NSULTANTS9 INC. SMITH ENGINEERING CO CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759JOHN STREET YORKVILLE, ILLINOIS 60560 FINAL PLAT OF SUBDIVISION PH: 630-553-7560 FAX: 630-553-7646 www.amitherigineering-com E-MAIL- secOsmithengineering.com mMeHENRY m HUNTLEY w YORKVILLE CE ILLINOIS PROFESSIONAL �DESIGN FIRM # 184-OOOIOB ARKETPLA KENDALL COMP. FILE: 060161fp.dwg ECTIONS 19 � 20 AND 2 , T WNSHiP37 NORTH ) PLOT FILE.STANDARD VIEW 060161-06 PART OF SE 2 8 EAST OF THETHIRD PRI IOAL MERIDIAN , RANGE i UNITED CITY OF YORKVILLE � KENDA L� OUNTY, I .LL INOIS RESET 518" STEEL REBAR AT CORNER ()o OF NE 114 OF oAr— SOUTH LINE 19 20 71, V C 19-J7-7 FOUND BENT I OPEN PIPE SE A T CORNER 19 '20 '4- ---------- LOT 71 SINGLE tK — ----- 258.96' S791l22,5,,z,,, SEl-,',' 9';`EE_T FOR _r) CA" LO T 7 LOT 73 TB IX "N �'A S'E'Mz' LOT 74 "T 75 30, 1"AkIfl.' 20' L 0 D E TA"L'_S, 62,58- LOT 76 44.26s 008 LOT 77 80. 80.00 LOT 78 8000, LOT 79 80.00, 20' 80.00, 'LOT 8C 80.000 P.U.&D,E, 0 80.00, Jp_ LOT 50 LOT 49 'Q) 80.00. LOT 143 (P�U.&D,E) (A Zo 114 J1,927 S.F. (Z) 80.00, 000 NS C11 14,834 S.F. 00 LOT 48 4') 80. 3239.64, S83'1 1'08"E L 000 lZ560 S.F. tpo< 6 N 80. OT 47 lz Zliz 12,560 S.F. t< LOT 46 N 80.000 '06 LOT 45 (� lx) >1 Lf) 12,560 S.F. P< 80.00, LOT 44 ------- Q) F. C3 �f TEMPORARY 12,560 S. N 80.00' 1Z 560 S.F. N LOT 43 80.00, RoADWA Y LOT 42 kki 11,5.91, 15 '(� LOT 41 N 86 Q) �-_72- lZ560 S.F N EASEMENT 12'560 S 00 LOT 40 L 5.46 34.7j, 12,560 S.F. �j co LOT 39 R u) N 80.00 lZ560 S.F N 30 Q) (6 z,5j5o S.F. p< LOT 38 o N 12,560 S.F. LOT 37 a w) B.S, LOT 36 ko Q) 'N S.F. N "D 560 'q- 4 4N 12,560 S.F. N LOT 35 o LOT 34 11. 12,560 S.F. N N' N, LOT 33 N 12,560 S.F, .......... 80.00' F. 's 00, Zo 18,064 S LOT 32 80.00.0 K 15,009 S.F 80.00, ............ 80.000 8000, 80.00, 63-9 15' 80.0 ... ..... TEMPORARY ......................... z ROADWAY lJ25.58, 7145* EASEMENT 0 ................................... PIA TCN L N� U- 1111110, olill -io' OF-WA Y HATCHED AREAS DENOTE RIGHT C C5 To BE DEDICATED TO THE UNITED CITY OF A*- YORKVILLE FOR ROADWAY PURPOSES- Lu uj XN\ ENOTE RIGHT-OF-WAY HATCHED AREAS D C0 /* TO BE CONVEYED TO ILLINOIS DEPARTMENT OF "llow ED uj TRA ADWA Y PURPOSES rQ TH CF) NSPORTATION FOR RO A RECIPROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANT ASSIGNS, Lu 16-19, 54-56, AND EIR To THE 0 WNERS OF L 0 TS 1-14, CO OVER THE PAVED AREAS OF SAID LOTS ---------- FOR INGRESS AND EGRESS 00 1-14, 16-19, AND 54-56. SEE SHEET ONE FOR TYPICAL SINGLE FAMILY LOT EASEMENT AND 73 Cn LOT 52 0 ARIANCE TO BE GRANTED FOR THE EAST -.11 SET3ACK DETAILS. 2J6,979 CD LEGEND CEN TERLINE A SIDEYARD SETBACK V T EAST LINE S.F. 0 AND WEST LINES OF LOT 54 AS WELL AS THE ADJACEN LTI-FAMILY OF LOT 1, WHERE NO FUTURE MU CA OF LOT 55 AND THE ADJACENT WEST LINE BOUNDARY LINE MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN BUILDINGS. (To BE CONVEYED TO THE H.O.A.) m ROADWAY EASEMENT LOT LINE BUILDING SETBACK LINE EAST LINE OF SE 114 OF LOT 51 SEC 19-J7-7 N 842,247 S.F FUTURE MULTI-FAMILY CIA (TO BE CONVEYED TO THE H.O.A.) 50 W NO MAP LOCATION s GRAPHIC SCALE 240 120 -60 0 30 60 ........... ........................... LT-% IN FEET ft. 1 inch 60 3 0 LOT 57 886,965 S.F DETENTION FINAL PLA T OF SUBDIVISION SEE SHEET NO. 5 FOR CONTINUATION '00, KENDALL MARKETPLACE UNITEO CITY OF YOWOLLE, KENDALL COUNTY, ILLINOIS <1\ REMSIONS DWN BY. INT- DATE: PROJECTNO. 1. JPH 8128106 _ 11GS — 7 1 6 060161.02 2. CLD 9101106 DSN BY. INT- HORIZ SCALE: SHEET NO. 3. 60, _CH_K 8 Y: I 7NT: VERT SCALE: 6 OF 9 By CLD NIA N SMITH ENGINEERING CONSULTANTS9 INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS FINAL PLAT OF SUBDIVISION 769 JOHN STREET YORKVILLE, ILLINOIS 60560 PH: 830-553-7560 FAX: 630-553-7646 www.smithengineering.com E-MAIL: secgsmithengineering.com McHENRY w HUNTLEY m YORKVILLE KENDALL MARKETPLACE ILLINOIS" PROFESSIONAL DESIGN FIRM # 184-000108 PART OF SECTIONS 19 20 AND 29 , TOWNSHIP 37 NORTH , COMP. FILE.- 060161fp.dwg PLOT FILE.STANDARD RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN � VIEW 060161-07 UNITED CITY OF YORKVILLE � KENDALL COUNTY� ILLINOIS CURVE TABLE LOCATION MAP CURVE LENGTH RADIUS CHORD CHORD BEARING cl 39.27 25.00 35.36 S01*51'15'W C2 40.71 25.00 36.36 SB6629'53'E C3 39.27 25,00 35.36 S28*36'02'W C 4 39.27 25.00 35.36 S61*23'58'E c 5 38.77 25.00 35.00 N38*45'20'W ............ C6 S51*23'20'W 25,00 39,64 35,62 79 39.27 25.00 35.36 S38*11'08'E C7 ........... 39.27 25.00 35.36 N51*48'52'E 7 c8 Au f 25.00 35,22 N66*27'24'E c 9 39.08 L z clo 39.46 25.00 35.49 N23*32'36'W M 8 L-OT 82 9 cil 43.64 25.00 38.31 N82*02'00'E _01 83 C12 43,60 25,00 38.28 S17*56'13#E OT L94 1000.00 149.11 S38*52'12'E C13 149.25 �_.OT 8 5 1 �Ao- A6 � 731,54 1000.00 715�34 N22*11'19'W L 0 C14 C15 363.97 400.00 351.54 N57*07'07'W 20' C16 101.29 250,00 100,60 S85*i2'27'W C17 263.27 400,00 258.54 S49054'24'E 327.32 Nl')*25'06'E z LOT 135 C18 329.97 750.00 9645' 3239-641 S8301110811E cig 1 439.40 400.00 1 417.64 N38017'04'E 80.00, 00 158.81 S5eol8'i5#W C20 30, 80.00' 80.001 S. Ek- Si--,l[ET 0,NIF r' R AL 80.00, f A,'VIL 07' LOT 33 80.00' DIC_TA"L_C." 18,064 S.F 80.00' kQ 411 80.00, LOT 32 'p � N kQ 80.00' LOT 31 15,009 S.F N 4. 80.00 12,560 S.F. N LOT 30 Q) N 12,560 S.F. P< LOT 29 v- C�o 12,560 S.F. N LOT 28 Q3 N- LOT 27 12,560 S.F. N 00 LOT 26 12,560 S.F. N LOT 25 12,560 S.F. , Q) "') �6 LOT 24 12,560 S.F. N '14- to 12,560 S.F. N(� LOT 23 of 12,569 S.F. LOT 22 191,277 S.F ...............lll,. PARK 00 .00, 9.,3j 14A TC14 L ...... . ... .. ......... OF-WA Y ;�i;iii HA TCHED AREAS DEN 0 OTE RIGHT HE UNITED Cl TY OF 30, TO BE DEDICATED TO T YORKOLLE FOR ROADWAY PURPOSES. S '30 < LOT 51 842,247 S.F. z _7 HATCHED AREAS DENOTE RIGHT-OF-WAY '.ly FUTURE MULTI-FAMILY Q� TO BE CONVEYED TO ILLINOIS DEPARTMENT OF 0 (TO BE CONVEYED TO THE H.O.A.) A Y PURPOSES L) 7RANSPORTATION FOR ROADW 0 .wm LL LOT 52 2J6,9 79 S.F LEGEND FUTURE MULTI-FAMILY . ................................. CEN TERL INE .....I...I (To BE CON VE YED TO THE H.0.A.) uj BOUNDARY LINE 20' B.S.L. co ROAD WA Y EA SEMEN T ui Lu 20' B.S.L. co LOT LINE (-A- 0 u�- 752-62' BUILDING SETBACK LINE (P kl'l xxx (P 30' B.S.L. D A RECIPROCAL EASEMENT IS HEREBY RESERVED FOR AND GRANTE All TO 7HE ONVERS OF LOTS 1-14, 16-19, 54-56, AND THEIR ASSIGNS, VER THE PA VED A REA S OF SA ID L 0 TS FOR INGRESS AND EGRESS 0 -56. -14, 16-19, AND 54 44.74, 30' B.S.L. ao:?6 SEE SHEET ONE FOR TYPICAL SINGLE FAMILY LOT EASEMENT AND .. .................... SE7BACK DETAILS. HE EAST A SIDEYARD SETBACK VARIANCE TO BE GRANTED FOR T AND WEST LINES OF LOT 54 AS WELL AS 7HE ADJACENT EAST LINE rl JO' B.S.L. OF LOT 55 AND 7HE ADJACENT WEST LINE OF LOT 1, WHERE NO MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN BUILDINGS SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET - UNIT YORKVILLE, ILLINOIS 60560 'S RIDGE FINAL PLAT OF SUBDIVISION KYLYN PH: 630-553-7560 FAX: 630-553 DOC. No. 2004-016559 TES U\N 1 2 -7646 16, 2004 CANNONBALL ESTA www.smithengineering.com E-MAIL- sec@smithengineeririg.com REC. MA m McHENRY HUNTLEY mYORKVILLE NOVEMBER 21, 2001 ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 Y 022,325 ENDALL DOC. No. 2001- REC MARKETPLACE 'A PART OF SECTIONS 19 � 20 AND 29 TOWNSHIP 37 NORTH , COMP. FILE.- 060161fp.dwg LOT 112 PLOT FILE:STANDARD VIEW. 060161-08 RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN � bb. UNITED CITY OF YORKVILLE � KENDALL COUNTY9 ILLINOIS 6jo.79, 1 1 'LOT 88 CANNONBALL ESTATES - UNIT 1 -003125 DOC. NO. 2001 14A TC1-4 L REC. FEBRUARY 27, 2001 io 4 OPEN PIPE LOT 113 HATCHED AREAS DENOTE RIGHT-OF-WAY FOUND j1 _j .......... P. ....... .. AT CORNER TO BE DEDICATED TO THE UNITED CITY OF (P�U,& N I YORKVILLE FOR ROADWAY PURPOSES. '300 22' HATCHED AREAS DENOTE RIGHT-OF-WAY 0 P,Ul.�X TO BE CONVEYED TO ILLINOIS DEPARTMENT OF TRANSPORTATION FOR ROADWAY PURPOSES co in cf) L LOT 22 U- CEN TERLINE 191,277 S.F. CY) PARK BOUNDARY LINE Lip- 0- ROA D WA Y EA SEMEN T Lij Q_ d Lli 0, LOT Ll OPEN PIPE FOUND J14 co 0.21' N.W. OF CORNER 30' BUILDING SETBACK LINE uj & ON LINE Lu B.S.L. ................. co 1111xx.......... FOUND J14- OPEN PIPE D FOR A NO GRA N TED VE A RECIPROCAL EASE ENT IS HEREBY RESER AT CORNER TO THE OWIVERS OF L07S 1-14, 16-19, 54-56, AND THEIR ASSIGNS, HE PAVED AREAS OF SAID LOTS FOR INGRESS AND EGRESS OVER T .. ........... PROPOSED 00 1-14, 16-19, AND 54-56. LOT 52 10' GAS EASEMENT 49, Z� SEE SHEET ONE FOR TYPICAL SINGLE FAA41LY LOT EASEMENT AND 236,9 79 S.F. SETBACK DETAILS. J0, FUTURE MULTI-FAMILY ........... A SIDEYARD SETBACK VARIANCE TO BE GRANTED FOR THE EAST B.S.L. (TO BE CONVEYED TO THE H.0.A.) ................... ELL AS THE ADJACENT EAST LINE AND WEST LINES OF LOT 54 AS W ............ OF LOT 55 AND THE ADJACENT WEST LINE OF LOT 1, WHERE NO PROPOSED MINIMUM SIDE YARD SHALL BE REQUIRED BETWEEN BUILDINGS. 20' B.S.L. 10' GAS EASEMENT Z00, 444-74, S58'5655"W 25' SEWER & INA :30�26 EASEMENT -k L=8.0 (DOC. NO. 9J12J C5 LOT 20 364,108 S.F. (EXCEPTED PER DOCUMENT NO. CIVIC USE 200400025494 - NOT REFLECTED j0' B.S.L. (FU TURE P OL I CE S TA 77 ON) IN LEGAL DESCRIP77ON ON CURRENT TITLE POLICY) 00, 90 0 -OXXX ............ ...........I.: LOT 57 CURVE TABLE 886,965 S.F. CURVE LENGTH RADIUS CHORD CHORD BEARING DETENTION 50' Cl 39.27 25.00 35.36 J0, aS.L. C2 40.71 25,00 36,36 S86029'53'E S01*51'i5'W C3 39.27 25.00 35.36 S28*36'02'W L=J5.J2 B.S.L. 10.0, 25' R=5J.50 SE WER & WA TER EA SEMEN T C 4 39.27 25.00 35.36 S61*23'58'E PROPOSED NICOR (DOC. NO. 931230J) C5 38.77 25.00 35.00 N38945'20'W EA SEMEN T 8'E C 6 39.64 25.00 35.62 S51023'20'W 25.00 35,22 N66*27'24'E ................... .......... C9 39.08 C8 39.27 25.00 C7 3927 25.00 35.36 S3e*11'0 35.36 N51*48'52'E 11 CIO 39.46 25.00 35.49 N23*32'36"W Cil 43,64 25,00 38.31 N82*02'OO'E C12 43.60 25.00 38.28 S17*56'13'E 0.0 N22*11'19'W C14 731.54 1000.00 715.34 C13 149,25 100100 14911 S38*52'12'E C15 363.97 400,00 351,54 N57*07'07'W J0 C16 101.29 250.00 100.60 S85*12'27'W j� aS.L. C17 263.27 400.00 258.54 S49054'24'E LOT 19 30' 50' Cie 32937 750.00 327,32 N19*25'06'E B.S.L. 20' 453,477 S.F. B.S. N C19 439.40 400.00 417.64 N38*17'04'E B.S.L. COMMERCIAL C20 1 159,87 1 400,00 1 15&81 S58*1811�� Q), LOCA TION MAP ........... ................................... . 50' .......... 20' B.S.L. -C)l r4 B.S.L. co, N 30' 50 B.S. s B.S.L. Kill GRAPHIC SCALE LOT 14 46,248 S.F. -60 0 30 60 120 240 COMMERCIAL 20' B.S.L. IN FEET 1 inch 60 ft. 50' B.S.L. 19NAL PLA T OF SUBDIVISION KENDALL MARKETPLACE 20' KVILLE, I 10.,m UNITED CITY OF YOR B.S. KENDALL COUNTY, ILLINOIS 13 PROJECT NO. REVISIONS DWN BY. INT. DATE: 1. 1 IPH 8128106 JGS 7131106 060161.02 2. CLD 9101106 DSN BY: INT' HORIZ SCALE: SHEET NO. -60' CHK BY: INT. VERT SCALE: 8 OF 9 [rril NIA CLD SMITH ENGINEERING CONSULTANTS, INC. SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS FINALPLAT OF 759 JOHN STREET YORKVILLE. ILLINOIS 60560 PH: 630-553-7560 FAX: 630-553-7646 SU t KY6JK(XSTc www.smithengineering.com E-MAIL sec®smithengineering.com TIFICQ /LKENDALL •McHENRY HUNTLEY m YORKVILLE MARKETPLACE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 STATE of ILLINois ) PART OF SECTIONS 1 20 AND 2 TOWNSHIP 37 NORTH COMP. FILE: 060161 fp.dwg )SS > > > PLOT FILE.STANDARD COUNTY OF KENDALL) RANGE 8 EAST OF THE THIRD PRINCIPAL MERIDIAN , VIEW 060151-09 THIS IS TO CERTIFY THAT I, CRAIG L. DU Y, ILLINOIS PROFESSIONAL LAND SURVEYOR NO. UNITED CITY OF YORKVILLE , KENDALL COUNTY, ILLINOIS 35-003359, AT THE REQUEST OF THE OWNER(S) THEREOF HAVE SURVEYED, SUBDIVIDED AND EASEMENT PROVISIONS PLATTED THE FOLLOWING DESCRIBED PROPERTY- THAT ROPERTYTHAT PART OF THE SOUTH EAST QUARTER OF SECTION 19, PART OF THE SOUTH HALF OF A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION �(]( Y C'L-L6Q��'S CERTIFICATE AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE SECTION 20 AND PART OF THE NORTH WEST QUARTER OF SECTION 29, TOWNSHIP 37 NORTH, QIP CiERTIFICATE IS HEREBY RESERVED FOR AND GRANTED TO RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTH EAST CORNER OF SAID SOUTH EAST QUARTER SEC77ON 19, THENCE NORTH ALONG ) COMMONWEALTH EDISON COMPANY,AMERITECH ILLINOIS a.k.a.ILLINOIS BELL TELEPHONE COMPANY, STA TE OF ______-___ THE EAST LINE OF SAID SOUTH EAST QUARTER 310.20 FEET, THENCE WESTERLY ) SS STATE OF ILLINOIS) )SS GRANTEES, PERPENDICULAR TO SAID EAST LINE 198.0 FEET FOR THE POINT OF BEGINNING; THENCE COUNTY OF ----------) COUNTY OF KENDALL) THEIR RESPECTIVE LICENSEES,SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO CONSTRUCT, EASTERLY ALONG THE LAST DESCRIBED COURSE 198.0 FEET; THENCE SOUTH ALONG SAID OPERATE,REPAIR,MAINTAIN,MODIFY,RECONSTRUCT,REPLACE,SUPPLEMENT,RELOCATE AND REMOVE, EAST LINE 310.20 FEET TO SAID SOUTH EAST CORNER, THENCE SOUTH ALONG THE WEST LINE THIS IS TO CERTIFY THAT ------ IS IS THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN DO HEREBY COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, FROM TIME TO TIME,POLES,GUYS,ANCHORS,WIRES,CABLES,CONDUITS,MANHOLES,TRANSFORMERS, OF SAID NORTH WEST QUARTER OF SECTION 29, 429. 15 FEET TO THE CENTER LINE OF U.S. THE FOREGOING SURVEYOR'S CERTIFICATE AND HAS CAUSED THE SAME TO BE SURVEYED, SUBDIVIDED, AND 1, --------------------- ' ROUTE N0. 34; THENCE EASTERLY ALONG SAID CENTER LINE, WHICH FORMS AN ANGLE OF 95 PLATTED AS SHOWN HEREON FOR THE USES AND PURPOSES HEREIN SET F CERTIFY THAT 7HERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO PEDESTALS,EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH UNDERGROUND DEGREES, 41 MINUTES, 25 SECONDS WITH THE LAST DESCRIBED COURSE MEASURED FOR IE STATUTE FORTH AS ALLOWED AND PROVIDED UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED TRANSMISSION AND DISTRIBUTION OF ELECTRICITY,COMMUNICATIONS,SOUNDS AND SIGNALS IN,OVER, CLOCKWISE THEREFROM, 2059.30 FEET TO THE CENTER LINE EXTENDED SOUTHERLY OF THEREON INDICATED.AND DOES HEREBY ACKNOWLEDGE AND ADOPT THE SAME UNDER THE STYLE AND TITLE IN THE PLAT HEREIN DRAWN. I FURTHER CERTIFY THA T I HAVE RECEIVED ALL STATUTORY FEES IN UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN WITHIN THE DASHED OR CUT-OFF ROAD; THENCE NORTHERLY ALONG SAID CUT-OFF ROAD CENTER LINE EXTENDED CONNECTION WI TH THE PLAT HEREIN DRAWN. DOTTED LINES ENsimilar designations ON THE PLAT AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or similar designation),THE PROPERTY DESIGNATED IN THE DECLARATION OF AND SAID CENTER LINE WHICH FORMS AN ANGLE OF 106 DEGREES, 47 MINUTES, 23 SECONDS THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR CONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK A T YORKVILLE, PLAT AS"COMMON AREA OR AREAS",AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 1816.44 FEET TO THE THOROUGHFARES, STREETS, ALLEYS AND PUBLIC SERVICES; AND HEREBY ALSO RESERVES FOR ANY ELECTRIC, ALLEYS,WHETHER PUBLIC OR PRIVATE,TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE NORTH WEST CORNER OF OAK KNOLLS SUBDIVISION; THENCE NORTHERLY ALONG SAID GAS, TELEPHONE, CABLE TV OR OTHER TELECOMMUNICATIONS COMPANY UNDER FRANCHISE AGREEMENT WITH ILLINOIS, THIS _-______DAY OF _-__________________ 20___-• CONNECTIONS UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE CUT-OFF ROAD CENTER LINE WHICH FORMS AN ANGLE OF 180 DEGREES, 26 MINUTES, 14 THE UNITED CITY OF YORKVILLE, THEIR SUCCESSORS AND ASS/CNS, THE EASEMENT PROVISIONS WHICH ARE IMPROVEMENTS THEREON,OR ON ADJACENT LOTS,AND COMMON AREA OR AREAS,THE RIGHT TO CUT,TRIM SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, 746.59 STA TED HEREON. OR REMOVE TREES,BUSHES,ROOTS,SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND FEET; THENCE NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 86 DEGREES, 39 SUBSURFACE AS MAYBE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT MINUTES, 00 SECONDS WITH THE CENTER LINE OF CUT-OFF ROAD GOING NORTHERLY FROM THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE OBSTRUCTIONS SHALL THE LAST DESCRIBED POINT MEASURED COUNTER CLOCKWISE THEREFROM, 441.97 FEET, BOUNDARIES OF YORKVILLE COMMUNITY UNIT SCHOOL DISTRICT 115. _ THENCE NORTHWESTERLY ALONG A LINE FORMING AN ANGLE OF 33 DEGREES, 20 MINUTES, OO NOT BE PLACED OVER GRANTEES'FACILITIES OR IN,UPON OR OVER THE PROPERTY WITHIN THE DASHED OR OF THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE DATED AT ______ DOTTED LINES(or similar designation)ON THE PLAT AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC SECONDS WITH THE PROLONGATION THEREFROM, 65.90 --------, THIS DA Y OF ----------- 20___. - COUNTY CLERK UTILITY EASEMENT","P.U.E."(or similar designation),WITHOUT THE PRIOR WRITTEN CONSENT OF THE FEET; THENCE NORTHERLY ALONG A LINE WHICH FORMS AN ANGLE OF 38 GRANTEES. AFTER INSTALLATION OF ANY SUCH FACILITIES,THE GRADE OF THE SUBDIVIDED PROPERTY DEGREES, 44 MINUTES, 00 SECONDS WITH THE PROLONGATION OF THE LAST DESCRIBED OWNER: SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION AND ------- RECO�E2'S CiGI�TIFICATE MAINTENANCE THEREOF. 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 ___________ THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE" DESCRIBED COURSE, MEASURED COUNTER CLOCKWISE THEREFROM, 2658.89 FEET TO A POINT ------------- STATE OF ILLINOIS) CONDOMINIUM PROPERTYACT" CHAPTER 765 ILCS 605/2,AS AMENDED FROM TIME TO TIME. ON THE EAST LINE OF SAID SOUTH EAST QUARTER OF SECTION 12 WHICH IS 147.18 FEET SOUTH OF THE NORTH EAST'CORNER OF SAID SOUTH EAST QUARTER ; THENCE WESTERLY __________ _ )SS THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LOT,PARCEL OR AREA OF THE REAL PROPERTY,THE - COUNTY OF KENDALL) BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE ORAS AN APPORTIONMENT TO THE ALONG THE PROLONGATION 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 SEPARATELY OWNED LOTS,PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH LAST DESCRIBED COURSE, MEASURED COUNTER CLOCKWISE THEREFROM, 258.97 FEET TOA BY.' THIS INSTRUMENT NO. ----------- WAS WAS FILED FOR RECORD MAYBE OTHERWISE DESIGNATED ON THE PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS", ----------------------------- "OPEN SPACE","OPEN AREA","COMMON GROUND","PARKING",AND"COMMON AREA". THE TERMS"COMMON POINT ON THE NORTH LINE OF SAID SOUTHEAST QUARTER WHICH IS 1826.22 FEET EASTERLY IN INE RECORDERS OFFICE OF KENDALL COUNTY, ILLINOIS, ON THIS __ _ AREA OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY SURFACED WITH INTERIOR OF THE CENTER OF SAID SECTION 19; THENCE SOUTHEASTERLY ALONG A LINE WHICH FORMS DAY OF ----- -------------- AT _____________ O'CLOCK ___.M. -------------, 20----, DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING, AN ANGLE OF 62 DEGREES, 59 MINUTES, 10 SECONDS NSI TH THE LAST DESCRIBED COURSE, I IS ----------------------- SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL MEASURED CLOCKWISE THEREFROM, 2411.25 FEET TO THE POINT OF BEGINNING, (EXCEPT THAT EQUIPMENT. PART OF THE NORTHWEST QUARTER OF SECTION 29, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS. COMMENCING AT THE INTERSECTION NOTARY CERTIFICATE ------ RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT OWNER,UPON --------- ----------------- WRITTEN REQUEST. OF THE CENTERLINE OF U.S ROUTE N0. 34 AND THE CENTERLINE OF CANNONBALL TRA/L; KENDALL COUNTY RECORDER 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, STATE OF _____________ ) 10 MINUTES, 25 SECONDS WEST, 48.0 FEET, THENCE SOUTH 21 DEGREES, 49 MINUTES, 35 ) ss PUBLIC UTILITY AND DRAINAGE EASEMENT SECONDS WEST, PARALLEL TO SAID CENTERLINE OF CANNONBALL TRAIL, 470.0 FEET,• THENCE COUNTY OF -------___- ) SOUTH 57 DEGREES, 49 MINUTES, 35 SECONDS WEST, 74.81 FEET TO THE NORTHERLY RIGHT A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH, NICOR, OF WAY OF SAID U.S. ROUTE NO. 34; THENCE EASTERLY ALONG SAID NORTHERLY LINE, 96.06 COM ED,JONES INTERCABLE, OTHER PUBLIC UTILITIES,AND HOLDERS OF EXISTING FRANCHISES FEET TO THE CENTERLINE OF CANNONBALL TRAIL; THENCE NORT V 21 DEGREES, 49 MINUTES, l, -----_-_____-_---------, A NOTARY PUBLIC /N AND FOR THE COUNTY CITY PLAN COMMISSION CERTIFICATE GRANTED BY THE CITY OF YORKVILLE, ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS 35 SECONDS EAST, ALONG SAID CENTERLINE, 502.78 FEET TO THE POINT OF BEGINNING, AND WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY$DRAINAGE EASEMENT"(abbreviated.P.U. & EXCEPT THAT PART OF THE SOUTH HALF OF SECT70N 20, TOWNSHIP 37 NORTH, RANGE 7 AND STATE AFORESAID, DO HEREBY CER77FY THAT --- -_ ) ) REPLACE INSPECT, MAINTAIN AND _____________ STATE OF ILLINOIS D.E. TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, , EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOL LOWS- COMMENCING A T THE )ss OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE SOUTHEAST CORNER OF THE SOUTHEAST QUARTER OF SECTION 19, TOWNSHIP AND RANGE AND ---________ ------, PERSONALLY KNOWN TO ME TO BE INE COUNTY OF KENDALL) SURFACE OF THE"PUBLIC UTILITY&DRAINAGE EASEMENT INCLUDING WITHOUT LIMITATION TO AFORESAID; THENCE SOUTH ALONG THE WEST LINE OF THE NORTHWEST QUARTER OF SECTION TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, CABLE TELEVISION LINES,AND ALL NECESSARY 29, TOWNSHIP AND RANGE AFORESAID, 429.15 FEET TO THE CENTERLINE OF U.S. ROUTE NO. AND ___ ______ _____ OF ______________, AS SHOWN ABOVE, APPEARED APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE FACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE -------- PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND 34; THENCE EASTERLY ALONG SAID CENTERLINE, WHICH FORMS AN ANGLE OF 95 DEGREES 41 BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID UNITED CITY OF YORKVILLE, ILLINOIS, THIS _______DAY OF ---------- 20_-. TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF MINUTES 25 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM, INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY EACH LOTTO SERVE IMPROVEMENTS THEREON. 2059.30 FEET TO THE CENTERLINE EXTENDED SOUTHERLY OF CANNONBALL TRAIL; THENCE ACT AND AS THE FREE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN NORTHERLY ALONG THE CENTERLINE OF SAID CANNONBALL TRAIL, WHICH FORMS AN ANGLE OF SET FORTH. A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF 106 DEGREES 47 MINUTES 23 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND CLOCKWISE THEREFROM, 1816.44 FEET TO THE NORTHWEST CORNER OF OAK KNOLLS GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS _______ DAY OF ------ CHAIRMAN INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER,STORM SEWERS, SUBDIVISION, THENCE CONTINUING NORTHERLY ALONG SAID CENTERLINE, WHICH FORMS AN SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE PLAT AS"PUBLIC UTILITY& ANGLE OF 180 DEGREES 26 MINUTES 14 SECONDS WITH THE LAST DESCRIBED COURSE, DRAINAGE EASEMENT", TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND MEASURED CLOCKWISE THEREFROM, 746.59 FEET FOR THE POINT OF BEGINNING, THENCE EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. NORTHWESTERLY ALONG A LINE WHICH FORMS AN ANGLE OF 94 DEGREES 29 MINUTES 17 CITY ADMINISTRATOR'S CERTIFICATE SECONDS WITH SAID CENTERLINE, MEASURED CLOCKWISE THEREFROM, 140.00 FEET THENCE _________ _____ ______________ THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN SOUTHERLY ALONG A LINE WHICH FORMS AN ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS NOTARY PUBLIC DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM,OR REMOVE ANY TREES, WITH THE LAST DESCRIBED COURSE, MEASURED CLOCKWISE THEREFROM AND PARALLEL WITH STATE OF ILLINOIS) SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS"PUBLIC UTILITY AND DRAINAGE SAID CENTERLINE, 100.00 FEET,• THENCE EASTERLY ALONG A LINE WHICH FORMS AN ANGLE OF , )SS EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, 94 DEGREES 29 MINUTES 17 SECONDS WITH THE LAST DESCRIBED COURSE, MEASURED CITY ENGIN S CERTIFICATE COUNTY OF KENDALL) REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION CLOCKWISE THEREFROM, 140.00 FEET TO SAID CENTERLINE; THENCE NORTHERLY ALONG SAID AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO PERMANENT BUILDINGS, CENTERLINE, WHICH FORMS AN ANGLE OF 85 DEGREES 30 MINUTES 43 SECONDS WITH THE STATE OF ILLINOIS) APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE STRUCTURES, OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN, UPON,OR OVER ANY AREAS S.S. UNI7ED CITY OF YORKVILLE, ILLINOIS, THIS _____-_DAY OF20 __-_____--_, ___. DESIGNATED AS "PUBLIC UTILITY&DRAINAGE EASEMENT", BUT SUCH AREAS MAY BE USED FOR LAST DESCRIBED COURSE, 100.00 FEET TO THE POINT OF BEGINNING), IN BRISTOL TOWNSHIP, GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT KENDALL COUNTY, ILLINOIS. COUNTY OF KENDALL) UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. I FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR REPRESENTATION OF SAID SURVEY AND SUBDIVISION. ALL DISTANCES ARE SHOWN IN FEET 1, JOE WYWROT CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CERTIFY THAT THE ________ -------------------------- THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS AND DECIMAL PARTS THEREOF. REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS CITY ADMIN/SIRA TOR NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES FOR BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND RECROSSING OF SAID 1 FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY /S LOCATED WITHIN A EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO SPECIAL FLOOD HAZARD AREA AS IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT DATED AT YORKVILLE, ILLINOIS THIS _______ DAY OF ------- 2005. INTERFERE WITH, DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND AGENCY BASED ON FIRM 170341-0020C, DATED, JULY 19, 1982. ALL OF 7HE PROPERTY IS FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR LOCATED IN ZONE C, AREAS OF MINIMAL FLOODING. KEIIDALL COL INTY 14I24WAY DEPAI2RECROSSED. NO USE OR OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. 1 FURTHER CERTIFY THAT I HAVE SET ALL EXTERIOR SUBDIVISION MONUMENTS AND DESCRIBED STA TE OF ILLINOIS) FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS THEM ON THIS FINAL PLAT, AND THAT ALL INTERIOR MONUMENTS SHALL BE SET AS REQUIRED --------- -------- SS EASEMENT RIGHTS HEREIN GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO BY STATUTE (ILLINOIS REVISED STATUTES 1989, CHAPTER 109 SECTION 1). CITY ENGINEER I COUNTY OF KENDALL) SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO,THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY,PROVIDED, HOWEVER, I FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLA T HEREON DRAWN /S SITUA IED CITY COLO A91L CERTIFICATE THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK,TO BACKFILL AND WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH IS 1, ----___-------________------ DO HEREBY CERTIFY THAT MOUND ALL TRENCH CREATED SO AS TO RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF ART/CLE 11 OF THE STATE OF ILLINOIS) ALL MATTERS PERTAINING TO THE HIGHWAY REQUIREMENTS AS DESCRIBED OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE ILLINOIS MUNICIPAL CODE AS AMENDED. IN THE REGULATIONS GOVERNING PLATS ADOPTED BY THE COUNTY BOARD OF MAINTENANCE AREA IN A GENERALLY CLEAN AND WORKMANLIKE CONDITION. )ss KENDALL COUNTY, INSOFAR AS THEY PERTAIN TO THE ANNEXED PLAT, HAVE GIVEN UNDER MY HAND AND SEAL AT ________ ______, ILLINOIS, THIS COUNTY OF KENDALL) BEEN COMPLIED WITH. ---------DAY OF ------------------ 20-----' NO TICE.- APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE Kendall County has a long, rich tradition in agriculture and respects the role UNITED CITY OF YORKOLLE, ILLINOIS, THIS _______DAY OF DATED THIS _______ DAY OF __________, 20___. that forming continues to la in shaping the economic viability of the country. 20___. 9 play P• 9 y Y Property that supports this industry is indicated by a zoning indicator - A-1 -------------------------------------------------- ILL/NO/S PROFESSIONAL LAND SURVEYOR, NO.035-003359 or Ag Special Use. Anyone constructing a residence or facility near this zoning Expires 11 30 2006. ------------------------- should be aware that normal agricultural practices may result in occasional License Ex P 1 KENDALL COUNTY ENGINEER smells, dust, sights, noise and unique hours of operations that are not typical MA YOR in other zoning areas. CITY CLERK'S CERTIFICATE NOTE. STA TE OF ILLINOIS) DISTRICT BI GAAMRIIIFG CERTIFICATE FINAL PLAT OF SUBDIVISION * No distance should be assumed by scaling. )ss KENDALL MARKETPLACE * No underground improvements have been located unless shown This plot has been approved by the Illinois Department of Transportation with and noted. COUNTY OF KENDALL) respect to roadway access, pursuant to paragraph 2 of "AN ACT TO REV/SE UNITED CITY OF YORKVILLE, * No representation as to ownership, use, or possession should be THE LAW IN RELATION TO PLATS; as amended. A plan that meets the KENDALL COUNTY, ILLINOIS hereon implied. APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE requirements contained in the De ortment's "Policyon Permits for Access * This Survey and Plat of Survey are void without original embossed UNITED CITY OF YORKVILLE, ILLINOIS, BY ORDINANCE No---------- q p or red colored seal and signature affixed. AT A MEETING HELD THIS _______DAY OF__ 20___. Driveways to State Highways" will be required by the Department. * This professional service conforms to the current Illinois minimum REVISIONS DWN BY: INT: DATE: PROJECT N0. standards for a boundary survey and was performed for: HARLEM IRVING COMPANIES ------------- ------------------- 1. JPH 8/28/06 JGS 7 31 06 060161.02 Compare your description and site markings with this plat and District Engineer 2. CLD 9/01/06 DSN BY: INT: HORIZ SCALE: SHEET NO. Cl TY CLERK 3, - NIA AT ONCE report any discrepancies which you may find. 4. CHK BY: INT: VERT SCALE: 9 OF 9 5.1 CLD N/A 18) n. The area to the northeast of storm structure 748 between spot elevation 636.00 and rim elevation 635.60. (SHEET 19) o. The area to the west of storm structure 870 between spot elevation 634.46 and rim elevation 634.50. (SHEET 19) p. The loading dock area to the southeast of storm structure 774 between spot elevation 634.00 and rim elevation 633.85. (SHEET 20) q. The area to the southwest of storm structure 602 between spot elevation 635.10 and rim elevation 635.25 will result in a low spot not at the structure and ponding will occur. (SHEET 20) r. The area to the southeast of storm structure 174 between spot elevation 634.85 and rim elevation 634.65. (SHEET 21) s. The area to the northeast of storm structure 1112 between spot elevation 635.70 and rim elevation 635.10. (SHEET 21) 10. Spot elevations 733.30 and 733.23 at the most southerly entrance onto Beecher Road are appear incorrect and should be revised to 633.30 and 633.23, respectively. (SHEET 16) 11.Additional proposed spot elevations are necessary in the following locations: a. The entrance drive onto Route 34 between lots 3&4. (SHEET 16) b. The apparent high point along the southeast entrance approximately 80 feet north of Rt 34. (SHEET 17) c. The apparent high point along the southeast entrance to the north of storm structures 332 and 334. (SHEET 17) d. The southern entrance drive onto Cannonball Trail. (SHEET 17) e. The parking islands located to the north and south of the turnabout in the southeast portion of the site. (SHEETS 17 & 18) f. The apparent high point between storm structures 490 and 492. (SHEET 18) g. The apparent high point between storm structures 496 and 498. (SHEET 18) h. The apparent high point between storm structures 498 and 500. (SHEET 18) i. The apparent high point along the drive centerline that is north of station 1919+00. (SHEET 18) j. The entrance drive onto Cannonball Trail at station 513.00. (SHEET 18) k. The centerline — centerline intersection of drives 1700 and 1900. (SHEET 18) I. The apparent curbline high point of the northeast corner of the Beecher Road / 1900 Drive intersection. (SHEET 19) m. The apparent high point between storm structures 708 and 710. (SHEET 19) n. The apparent high point between storm structures 708 and 630. (SHEET 19) o. The apparent drive centerline high point between storm structures 766 and 768. (SHEET 20) p. The apparent drive centerline high points west of station 1828+00. G'\Public\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\MywrotFinalEng&PIat04.doc (SHEET 21) q. The apparent drive centerline high point between storm structures 126 and 209. (SHEET 21) r. The grass area located on the island between storm structures 1214 and 1216. (SHEET 21) 12.Additional information such as a detail should be provided for the area south of station 1813+00 which appears to be a reflecting pond. (SHEET 17) 13.The symbol for storm structure 344 should be changed to a catch basin. (SHEET 17) 14.The following spot elevations appear to have been shifted from the curbline and should be revised appropriately: (SHEET 18) a. Spot elevation 635.50 to the south of station 1912+35. b. Spot elevation 635.50 to the south of station 1913+90. c. Spot elevation 635.15 to the south of station 1915+00. d. Spot elevation 635.21 to the south of station 1916+65. e. Spot elevation 635.30 to the south of station 1918+90. f. Spot elevation 635.54 to the north of station 1920+10. SANITARY SEWER PLAN & PROFILE SHEETS 15. Conflict tag information should be provided for each utility crossing to demonstrate that the vertical separation requirements are met. In areas where the vertical separation requirements are not met, it should be denoted to lower the watermain or to provide another form of watermain protection. 16.Trench backfill is required under paved areas, sidewalks, and driveways and should extend to a minimum of 2 feet beyond the edge of the proposed structural section. The areas that require trench backfill should be delineated on the plans. 17.The sanitary sewer pipe callouts should specify the pipe material (SDR 26, etc.). 18.The General Notes on each Sanitary Plan & Profile sheet should include a note stating that sanitary sewer and services should be installed with at least 5 feet of pipe cover. 19.The following pipe runs do not meet the minimum allowable slope for sanitary sewer pipe per IEPA requirements: a. Sanitary Tag 127 (SHEET 29) b. Sanitary Tag 125 (SHEET 29) c. Sanitary Tag 123 (SHEET 29) d. Sanitary Tag 121 (SHEET 30) e. Sanitary Tag 119 (SHEET 30) f. Sanitary Tag 212 (SHEET 36) g. Sanitary Tag 199. The actual slope is 0.41% and not 0.73% (SHEET 38) G:\Public\Yorkville\2005\YOD532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIat04.doc 20.The length given in Sanitary Tag 111 is incorrect and should be revised. It appears that the correct length was used for the slope calculations. (SHEET 31) 21.The following sanitary sewers do not meet the minimum 5 feet of pipe cover requirement and should be addressed by the engineer. a. Sanitary Tag 168. The slope is also missing from the callout. (SHEET 33) b. The sanitary service from manhole 156. (SHEET 34) c. Sanitary Tag 158. Also, the callout box for Sanitary manhole 159 is incorrect and is identical to manhole 158. (SHEET 34) d. The sanitary service from manhole 145. (SHEET 35) e. The sanitary service from manhole 202. (SHEET 37) f. The sanitary service from manhole 185. (SHEET 39) g. Sanitary Tag 184. (SHEET 39) h. The sanitary service from manhole 176. (SHEET 40) i. Sanitary Tag 175. (SHEET 40) j. The sanitary service from manhole 140. (SHEET 40) k. The sanitary service from manhole 135. (SHEET 40) I. Sanitary Tag 136. (SHEET 40) 22.The following sanitary pipe slopes are incorrect and should be revised: a. Sanitary Tag 101 should be revised to 0.42%. (SHEET 32) b. Sanitary Tag 151 should be revised to 0.49%. (SHEET 34) c. Sanitary Tag 147 should be revised to 1.02%. (SHEET 35) d. Sanitary Tag 144 should be revised to 0.45%. (SHEET 35) STORM SEWER TAG SUMMARY 23.The engineer should address the discrepancy between the storm sewer tag information for Storm Tags 240 to 244 and what is shown in the plans. (SHEET 41) 24.The following storm structures would require a larger diameter structure due to the size of the pipes entering/exiting the structure: a. Storm Structure 140—5' Diameter(SHEET 41) b. Storm Structure 142—5' Diameter (SHEET 41) c. Storm Structure 144—5' Diameter(SHEET 41) d. Storm Structure 146—5' Diameter(SHEET 41) e. Storm Structure 156 -4' Diameter(SHEET 41) f. Storm Structure 162—5' Diameter(SHEET 41) g. Storm Structure 168—5' Diameter(SHEET 41) h. Storm Structure 170—5' Diameter(SHEET 41) i. Storm Structure 174—5' Diameter(SHEET 41) j. Storm Structure 185—5' Diameter(SHEET 41) k. Storm Structure 187—5' Diameter(SHEET 41) I. Storm Structure 189—5' Diameter(SHEET 41) m. Storm Structure 193—4' Diameter catch basin (SHEET 41) G:\Public\YorkviOel2005WO0532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIat04.doc n. Storm Structure 197— 5' Diameter(SHEET 41) o. Storm Structure 203—4' Diameter(SHEET 41) p. Storm Structure 217—5' Diameter(SHEET 41) q. Storm Structure 219—5' Diameter(SHEET 41) r. Storm Structure 223—5' Diameter(SHEET 41) s. Storm Structure 225— 5' Diameter (SHEET 41) t. Storm Structure 231 —6' Diameter (SHEET 41) u. Storm Structure 233—5' Diameter(SHEET 41) v. Storm Structure 344—5' Diameter(SHEET 41) w. Storm Structure 380—5' Diameter(SHEET 41) x. Storm Structure 386—5' Diameter(SHEET 41) y. Storm Structure 406—5' Diameter(SHEET 41) z. Storm Structure 496—5' Diameter(SHEET 41) aa. Storm Structure 498— 5' Diameter(SHEET 41) bb.Storm Structure 532—5' Diameter(SHEET 41) 25.The pipe inverts given for storm sewer tags 708 and 710 appear to be typos and are 100 feet high. (SHEET 42) 26.Storm Tag 1224 should be revised to 12". (SHEET 42) 27.The following storm sewer pipes do not meet the pipe cover requirements and have less than one foot in some cases: a. The pipe cover on storm tag 153. (SHEETS 21 &41) b. The pipe cover on storm tag 375. (SHEETS 17 &41) c. The pipe cover on storm tag 399. (SHEETS 17 &41) d. The pipe cover on storm tag 657. (SHEETS 16 &42) e. The pipe cover on storm tag 667. (SHEETS 19 &42) f. The pipe cover on storm tag 673. (SHEETS 19 &42) g. The pipe cover on storm tag 767. (SHEETS 20 &42) SANITARY SEWER TAG SUMMARY 28.The sanitary sewer tag summary sheet should be updated after the revisions are made as mentioned above. (SHEET 44) DETAILS 29.The aggregate base for sidewalks should be CA-7 per page S-5 of the Standard Specifications for Improvements. The engineer should revise the Sidewalk Section detail accordingly. (SHEET 45) 30.Trench backfill should consist of CA-7 aggregate. The Pavement Removal and Replacement Detail should be revised appropriately. (SHEET 46) STORMWATER POLLUTION PREVENTION PLAN 31.The top and bottom of wall elevations given in the Typical Cross Section Thru Retention Basin detail do not all match the Grading plan. Also, the G:\Public\Yorkville\2005W00532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIat04.doc detail shows a guardrail which is not shown on the plans. (SHEET 51) RESIDENTIAL GENERAL 32.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 43) per Subdivision Control Ordinance Article 6.03.01. 33.The last storm structure before entering a storm sewer trunk line should be a catch basin per S-8 of the"Standard Specifications for Improvements". Also, catch basins or open lid structures should not be located over the storm sewer trunk line. The proposed storm sewer layout for the townhome portion of the site does not meet these requirements and should be addressed by the engineer. 34.Vertical curves are required when the algebraic difference between the slopes of the road centerlines is 2.0 or greater. However, the engineer has proposed vertical curves at locations where the difference is as low as 1.2 which results in areas with 0.3% slopes or less. The engineer should remove the vertical curves if the slope of the gutter flowline does not meet the 0.5% minimum requirement. The engineer should address the following areas: a. On 200 Road at station 201+70. (SHEET 21) b. On 200 Road at station 203+50. (SHEET 21) c. On 200 Road at station 205+50. (SHEET 21) d. On 200 Road at station 206+50. (SHEET 21) e. On 200 Road at station 209+50. (SHEET 22) SPECIFICATIONS & GENERAL NOTES 35.No. 7 of the General Notes should be revised to specify a Neenah R-1530 casting instead of a Neenah R-1772. (SHEET 2) UTILITY PLANS 36.Per page S-14 of the "Standard Specifications for Improvements", Fire hydrants should be installed at each intersection and at intervals not exceeding the requirements of two fire hydrants serving any point of any building, or 300 feet along the roadway, whichever is more stringent. The engineer should verify that lots 5101 to 5108 have adequate hydrant coverage to all of the townhomes. (SHEETS 7 &8) 37.The plans show a connection to an existing 16-inch water main on 200 Road where it abuts Kylan's Ridge. We believe this connection to be an existing 8-inch main rather than 16-inch main. We recommend that the developer seek an off-site easement in the future Beecher Road right-of-way to extend G:\Public\Yorkville\2D451YOD532 Cooper Property(Cannonball-Rte34)1Docs\1wywrotFinalEng&PIatD4.doc a 16-inch water main up to the existing Faxon Road 12-inch water main. 38.The 12-inch water main on 100 Road terminates with Water Main Tag #100 (Fire Hydrant). This hydrant will need a 6-inch connection. Therefore, we recommend terminating with a 12" x 6" tee with 12-inch plug to the west for future connection. GRADING &EROSION CONTROL PLANS 39.Proposed contours at one foot intervals should be shown on the plans. 40.The appropriate Storm Sewer Tag information should be shown on each Grading Plan sheets in addition to Storm Sewer Tag Summary sheet 37. 41.The top of foundation and lowest opening of the buildings should be at least 1.5 feet above side yard pop points located along the 100-year overland flow route. The engineer should include additional 100-year overland flow route arrows and provide calculations demonstrating that the emergency overflow route has the capacity to safely convey the 100-year rain event at critical cross-sections. These cross-sections should be shown on the plans and labeled appropriately. 42.A typical cross-section of retention basin B should be included in the plans. A detail of the retaining wall should be included as well. Any safety precautions that are required by the building department for the 3 foot retaining walls should be included as well. 43.A concrete overflow curtain wall meeting the requirements stated on page S- 10 of the Standard Specifications for Improvements should be included at each basin. 44.At high and low points on the roads, proposed spot elevations should be provided at the road centerline, top of curb and the corresponding location on the adjacent lot lines. Flow direction arrows should be provided at the high and low points on the road centerline to demonstrate the break points. The following areas should be addressed by the engineer: a. The high point on 900 Road between stations 904+00 and 905+50. (SHEET 11) b. The high point on 200 Road at station 201+70. (SHEET 11) c. The high point on 200 Road at station 203+50. (SHEET 11) d. The high point on 200 Road at station 206+40. (SHEET 11) e. The high point on 100 Road at station 102+00. (SHEET 12) f. The low point on 100 Road at station 103+00. (SHEET 12) g. The high point on 100 Road at station 104+00. (SHEET 12) h. The high point on 100 Road at station 107+50. (SHEET 12) i. The low point on 100 Road at station 108+50. (SHEET 12) j. The high point on 100 Road at station 110+00. (SHEET 13) k. The low point on 100 Road at station 111+00. (SHEET 13) G:\Public\Yorkville120051Y00532 Cooper Property(Cannonball-Rte34)1Docs1IwywrotFinalEng&PIatD4.doc I. The high point on 100 Road at station 112+50. (SHEET 13) m. The low point on 100 Road at station 113+50. (SHEET 13) n. The high point on 100 Road at station 116+30. (SHEET 13) o. The high point on 200 Road at station 213+50. (SHEET 13) p. The low point on 200 Road at station 214+40. The storm structures 356 and 358 should be relocated to the low point of the road so to avoid ponding. (SHEET 13) q. The high point on 200 Road at station 209+60. (SHEET 13) r. The low point on 100 Road at station 120+60. (SHEET 14) s. The high point on 100 Road at station 121+60. (SHEET 14) t. The low point on 100 Road at station 123+60. (SHEET 14) u. The high point on 100 Road at station 124+60. (SHEET 14) v. The low point on 300 Road at station 303+34. (SHEET 14) w. The high point on 300 Road at station 302+62. (SHEET 14) x. The low point on 300 Road at station 300+66. (SHEET 14) y. The high point on 100 Road at station 132+20. (SHEET 15) z. The low point on 100 Road at station 133+12. (SHEET 15) aa.The high point on 100 Road at station 133+81. (SHEET 15) bb.The low point on 100 Road at station 134+61. (SHEET 15) cc.The high point on 100 Road at station 135+31. (SHEET 15) dd.The low point on 100 Road at station 135+94. (SHEET 15) ee.The high point on 100 Road at station 137+36. (SHEET 15) ff. The low point on 100 Road at station 138+89. The storm structures 400 and 402 should be relocated to the actual low point of the road to avoid ponding. (SHEET 15) 45.The following area does not meet the grading requirements for turf areas and should be addressed by the engineer: a. The area north of Lot 5102 drains towards the house. (SHEET 12) 46.The area between road centerline spot elevations at stations 908+00 and 908+50 does not meet the grading requirement for pavement areas and should be addressed by the engineer. (SHEET 12) 47.Additional spot elevations should be shown along the eastern curbline of Beecher Road to demonstrate that the areas to the west of lots 5119 to 5121 will drain properly. (SHEET 11) 48.Additional spot elevation should be shown in the large island surrounded by lots 5113 to 5121 that demonstrate positive drainage. (SHEET 11) 49.Additional spot elevations should be shown along the back of sidewalk to the north of lots 5116 and 5117 that demonstrate positive drainage. (SHEET 12) 50.Stormwater runoff should be routed through the stormwater management facilities before flowing offsite. The northeast corner of lot 33 does not meet this requirement and should be addressed by the engineer. (SHEET 13) 51.The flow direction arrow at station 700+65 is incorrect. (SHEET 13) G:\Public\YorkvUle120D5\YO0532 Cooper Property(Cannonball-Rte34)1DocsliwywrotFinalEng&PIat04.doc 52.An additional open lid inlet should be placed to the northwest of storm structure 434 to collect the runoff from Lot 22 before draining into the intersection. (SHEET 14) 53.The engineer should provide additional spot elevations in the area to the north of lots 5202 and 5203 to demonstrate that the runoff will drain to storm inlets. (SHEET 14) 54.The engineer should provide spot elevations at the top of berm on Lot 22 that demonstrate positive drainage. (SHEET 14) 55.The flow direction arrows along the north portion of lot 20 are incorrect and should be revised. (SHEET 15) PLAN AND PROFILE SHEETS 56.Plan and profile sheets should be included for the 900 Road. The Index to Sheets on the Title Sheet should be revised accordingly. 57.Two foot diameter inlets are allowed if the distance between the rim to the invert of the structure is 4 feet or less. Structures with manhole steps are required for distances greater than 4 feet. The engineer should revise the following structures because they do not meet this requirement: a. Storm Structure 150 (SHEETS 17 &37) b. Storm Structure 154 (SHEETS 17 & 37) c. Storm Structure 342 (SHEETS 18 &37) d. Storm Structure 406B (SHEET 20) e. Storm Structure 462 (SHEET 21) f. Storm Structure 464 (SHEET 21) g. Storm Structure 468 (SHEET 21) h. Storm Structure 194 (SHEETS 26 & 37) i. Storm Structure 302 (SHEET 37) j. Storm Structure 310 (SHEET 37) 58.Conflict tag information should be provided for each utility crossing to demonstrate that the vertical separation requirements are met. In areas where the vertical separation requirements are not met, it should be denoted to lower the watermain or to provide other methods of water main protection. 59.Trench backfill is required under paved areas, sidewalks, and driveways and should extend to a minimum of 2 feet beyond the edge of the proposed structural section. The areas that require trench backfill should be delineated on the plans. 60.The sanitary sewer pipe callouts should specify the pipe material (SDR 26, etc.). 61.A vertical curve is required at station 102+00 since the algebraic difference G:\Public\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIat04.doc between the two slopes is greater than 2. (SHEET 16) 62.The slope of the pipe associated with sanitary tag 12 should be revised to 1.20%. (SHEET 18) 63.The offset description in the callout for water tag 300 should be revised to 45.00' RT. (SHEET 19) 64.The following vertical curves do not meet the requirements of Figure 2 of the Standard Specifications for Improvements: a. The vertical curve on 100 Road at station 137+50 is required to be at least 115 feet. (SHEET 20) b. The vertical curve on 300 Road at station 302+50 is required to be at least 69 feet. (SHEET 24) c. The vertical curve on 300 Road at station 303+50 is required to be at least 77 feet. (SHEET 24) d. The vertical curve on 300 Road at station 305+35 is required to be at least 78 feet. (SHEET 24) 65.The callout information for sanitary sewer tag 60 should be shown in the plan and profile views. (SHEET 21) 66.The road centerline stationing at 50 foot intervals should be shown along Beecher Road at the 200 Road intersection so the water tag stationing can be referenced to it. (SHEET 21) 67.Vertical curves are required for the following areas along 1000 Road in accordance with Figure 2 of the Standard Specifications for Improvements: a. Station 1000+50 (SHEET 25) b. Station 1001+30 (SHEET 25) c. Station 1002+70 (SHEET 25) d. Station 1003+20 (SHEET 25) e. Station 1003+75 (SHEET 25) f. Station 1004+25 (SHEET 25) g. Station 1004+80 (SHEET 25) h. Station 1005+30 (SHEET 25) i. Station 1005+85 (SHEET 25) j. Station 1006+35 (SHEET 25) k. Station 1006+90 (SHEET 25) I. Station 1007+40(SHEET 26) m. Station 1007+95 (SHEET 26) n. Station 1008+45 (SHEET 26) 68.The station in the callout for sanitary tag 43 in the plan view is incorrect. (SHEET 26) 69.The station in the callouts for water tag 151 in the plan and profile views are incorrect. (SHEET 28) G:\Public\Yorkville\2005\Y00532 Cooper Property(Cannonball-Rte34)1Do:slIwywrotFinalEng&PIat04.doc 70.The information in the callouts for water tag 251 in the plan and profile views are incorrect. (SHEET 29) 71.Structures should not be located in pavement areas per page S-16 of the Standard Specifications for Improvements. The following Sanitary manholes do not meet this requirement and should be addressed by the engineer: a. Sanitary manhole 49 (SHEET 29) b. Sanitary manhole 5 (SHEET 31) c. Sanitary manhole 3 (SHEET 31) 72.Storm structure 456 should be revised to a 5 foot diameter structure for easier accessibility for any future maintenance of the restrictor. (SHEET 37) STANDARD CONSTRUCTION DETAILS 73.The aggregate base for sidewalks should be CA-7 per page S-5 of the Standard Specifications for Improvements. The engineer should revise the Sidewalk Section detail accordingly. (SHEET 38) 74.A watermain lowering detail should be added to the plans. (Note: To be done without the use of fittings) 75.The City Standard Specifications for Improvement requires that the erosion control plan includes the following information: (SHEET 42) a. Location and description of all seeding and sod. b. Descriptions of dust control measures. c. 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. d. 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 (Ex: Spring 2007), 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. 76.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 43) a) W1 b) W2 c) La d) d G:\Public\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIatO4.doc STORMWATER MANAGEMENT: 77.The stormwater management and modeling methodologies are appropriate; the following corrections should be made to the report and plan set. 78. For the proposed conditions HEC-1 model, the discharge values for Pond 2 at elevations at and above 626.0 are shifted down by one foot in elevation from the calculated values. 79.In the proposed conditions HEC-1 model, the discharge elevation at 635.0 for Pond 1 should be 13.44 cfs not 30 cfs per the discharge calculations summary table. 80.Safe overland flow routes from each basin's emergency overflow spillway to the off-site discharge location should be demonstrated. Calculations should be included that demonstrate that the road ponding depths and velocities as well as building protection standards remain within safe levels. These conditions should also be analyzed for the major 100-year overland flow routes that lead to the basins and other areas that are restrictive or otherwise critical. 81.The location of the pond emergency overflow spillways should be shown on the grading plan. 82. Regarding the curtain wall detail on sheet 45 of the Commercial plan set, the data for Pond 3 should be removed since there is no Pond 3 proposed. 83.The curtain wall detail on sheet 38 of the Residential plans should have a length specified and design discharge computed. GENERAL DRAINAGE REPORT: 84.There should be emergency overland flow route calculations for each basin area 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. The small proposed side-yards would be restrictive to these flows; therefore, overland flow routes should not be located in the side-yards between homes. 85.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. G:\Public\Yorlcville12005\Y00532 Cooper Property(Cannonball-Rte34)\Docs\wywrotFinalEng&Ptat04.doc RESIDENTIAL DRAINAGE REPORT: 86.The Engineer should provide values for basin areas A30 through A56 in the Rational Method "C" Calculations spreadsheet, as well as the Time of Concentration spreadsheet. 87.The Engineer should provide values for basin areas C19 through C31 in the Rational Method "C" Calculations spreadsheet, as well as the Time of Concentration spreadsheet. 88. In regards to sub-basin areas C3 and C10, the plans should show flared end sections (FES) at the receiving end of the stubs (currently labeled A & B respectively in report), as well as showing the proposed grading necessary to adequately drain these areas to these FES's in the interim. 89.The Engineer should include the lengths of the stubs (A & B), from previous comment, as well as the stub's FES inverts in the plans and report. 90.The Engineer should revise the report to include the structures labeled 406A and 406B in the plans, as well as revising the exhibit to show the structures contributing drainage area. 91. Structure 484 should be shown on sheets 8 and 13 of the plans. 92. Pipe 240 is mislabeled in plans as 242(Sheet 11) 93.Invert elevations should be provided in the residential plan sheets for the shared manholes, which appear in the commercial area, that the following proposed pipes connect to: a. 403, 407, 411, 415, 419, 441, 445, 453, 461, 471 94.The Engineer should revise the following pipe lengths (ft.) so that the plans and the report are in agreement a. 223—43' in plans, but 51' in report b. 240— 135' in plans, but 141' in report c. 247—44' in plans, but 50' in report d. 375— 146' in plans, but 152' in report e. 455—44' in plans, 50' in report f. 483—50' in plans, 56' in report COMMERCIAL DRAINAGE REPORT: 95. The Engineer should provide Rational Method "C" calculations and Time of Concentration calculations for each of the sub-basin areas. G:\Public\Yorkvife120051Y00532 Cooper Property{Cannonball-Rte34)\Docs\IwywrotFinalEng&PIat04.doc 96. In order to clarify any discrepancies between the commercial and the residential reports, the Engineer should revise the sewer sizing reports for commercial pipe run 157 through 101, found in residential basin C and commercial Basin A, in regard to the contributing tributary drainage areas. 97. In regards to the commercial pipe run 157 through 101, as well as 807 through 802, the lower end invert elevations should be provided in both the residential and commercial plan set's storm sewer tag sheets for the structures that the residential storm sewer system will flow into. In addition, the residential and commercial reports should be revised so both reports and sets of plans are in agreement. 98. On the NE side of the site, plan sheet 22, the pipes 1101 and 1107 are shown flowing into MH 1100, but there is no discharge pipe from this MN. In addition, the residential pipe 403, which collects run-off from the residential sub-basins Cl and C2, is also shown contributing flow to commercial pipe 1101. These pipe runs should be revised so as to agree in both the plans and the report. 99. The Engineer should clarify the location of the 100 year overflow cross- section described in report, in the plans. If it is over a roadway, the maximum depth over the roads centerline should not exceed 0.5 ft. In addition, the plans and report should include the cross-section data for overflows of each basin. 100. The drainage area contributing to inlet 406B and pipe 406A is not accounted for in either the residential or commercial drainage areas. In addition, pipe 406A is shown in the residential plan set but not included in the residential storm sewer sizing report. 101. Each sub-basin should be labeled on the exhibit, and the report and exhibit should be revised so that they are in agreement. 102. The drainage area for manhole (MH) 810 should be revised in report to include runoff from its adjacent commercial drainage area. 103. The drainage area for MH 804 should be revised in the report so that all runoff contributing from the adjacent residential drainage area is accounted for. 104. The tags for structures 208 and 126, on sheet 18 of the plans, should be switched. 105. The pipe 240A, on sheet 17 of the plans, should be labeled. 106. Catch basin (CB) 241A is mislabeled as 241 on sheet 17 of the plans. G:\Public\Yorkville120D5\Y00532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinatEng&PtatD4.doc 107. Structure 240B is mislabeled as 241B in the tag summary, sheet 41, of the plans. 108. The pipe flowing from CB 179 to MH 118 on plan sheet 21 is mislabeled as 178. 109. The MH receiving flow from pipes 149 and 102, on plan sheet 23, should be labeled. 110. Structure 642 is mislabeled as 652 on sheet 16 of plans. 111. Tags 603 and 604 are labeled as unused in the tag summary and should be deleted from the plan sheet 20. 112. Structure 717 should be labeled on plan sheet 19. 113. Tag 430 points to pipe 431 on plan sheet 17. 114. Structure 307A should be labeled on plan sheet 18. 115. Structure 503 should be labeled on plan sheet 18. 116. The proposed flow through pipe 315 is 1.5 cubic feet per second (cfs) larger than its full flowing capacity. 117. The proposed flow through pipe 1131 is 0.71 cfs larger than its full flowing capacity. 118. The Engineer should revise the following invert elevations so that the plans and report are in agreement. a) 118— SE is 626.22' in plans, but is 62923' in report b) 138— No SW or E values shown in plan's tag sheets c) 136— No E value shown in plan's tag sheets d) 128— No E value shown in plan's tag sheets e) 126— No E value shown in plan's tag sheets f) 124— No N value shown in plan's tag sheets g) 124— SE is 627.08' in plans, but is 631.17 in report h) 124—SW is 626.97' in plans, but is 627.08' in report i) 191 — No SE value shown in plan's tag sheets j) 181 — No SE value shown in plan's tag sheets; SE cannot equal NW since it would create a 0% slope. k) 658—633.34' in plans, but is 632.34' in report 1) 654— S is 630.21' in plans, but is 632.80' in report m) 638—W is 631.12' in plans, but is 631.54' in report G:\Public\Yorkville\2005\YO0532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotnoalEng&Plat04.doc n) 638-E is 631.54' in plans, but is 631.12' in report o) 770-630.50' in plans, but is 631.00' in report p) 602-SE is 623.69' in plans, but is 629.56' in report q) 602-NE is 628.88' in plans, but is 623.69' in report r) 606- NE mislabeled as NW s) 774-630.17' in plans, but is 630.85' in report t) 374-632.50' in plans, but is 632.74' in report u) 376-632.50' in plans, but is 632.29' in report v) 424-629.83' in plans, but is 630.10' in report w) 438-E is 630.56' in plans, but is 630.42' in report x) 438-N & S are 630.56' in plans, but are 630.02' in report y) 440-E is 631.37' in plans, but 631.23' in report z) 440-S &N are 631.37' in plans, but are 630.83' in report aa)404-632.00' in plans, but is 632.64' in report bb)396-N is 630.30' in plans, but is 630.74' in report cc) 396-S & E are 630.30' in plans, but are 630.71' in report dd)400-632.67' in plans, but is 631.84' in report ee)398-631.54' in plans, but is 631.98' in report ff) 402-N has no value in plans, but is 630.66' in report gg)476-S is 630.26' in plans, but is 631.44' in report hh)494- S has a lower invert elevation than the discharge invert to the W. If the W inv. is lower though, it would create a 0% or negative slope for pipe 493 ii) 826-E &W should switch elevations so plans and report agree u) 824-628.42' in plans, but is 626.42 in report kk) Inverts for the residential site storm pipes should be provided in plans for structures 403, 407, 411, 415, 419, 441, 445, 453, 461, and 471, and the report should be revised to match plans. 119. The Engineer should revise the following pipe diameters so that the plans and report are in agreement. a) 665- 12" in plans, but is 15" in report b) 663- 15" in plans, but is 18" in report c) 737-30" in plans, but is 36" in report d) 309-48" in plans, but is 54" in report e) 307B -48" in plans, but 54" in report f) 307A-48" in plans, but 54" in report g) 305-54" in plans, but is 60" in report h) 835-30" in plans, but is 24" in report G:\Public\Yorkville12005\YOD532 Cooper Property(Cannonball-Rte34)1Docs\iwywrotFinalEng&PIat04.doc i) 833—36" in plans, but is 30" in report j) 831 —36" in plans, but is 30" in report 120. The following pipe slopes should be revised so that the plans and report are in agreement a) 775—is 1.00% in plans, but is 1.80% in the report b) 429—is 1.00% in plans, but is 2.00% in the report c) 831 —is 0.20% in plans, but is 0.40% in report d) 833—is 0.20% in plans, but is 0.40% in report e) 869—is 2.00% in plans, but is 1.00% in report f) 909—is 2.00% in plans, but is 1.00% in report 121. The design flow velocities for the following pipes should be revised so that no flow is less than 2.5 feet per second (ft!s) or greater than 8.0 ft(s, as per the City of Yorkville standard. a) 503, 489, 487, 485, 873, 305, 869, 1115, 429 122. The following pipe diameters should be revised to a minimum of 12": a) 1017, 1019, 1023, 1131, 1133, 1021 FINAL PLAT OF SUBDIVISION 123. All lot lines need to be dimensioned with bearing and distances or radius and arc lengths. 124. This subdivision lies within Range 7 not 8, the caption under the title needs to be changed to reflect this on all sheets. 125. The note calling out the south line of the SW Y4 of section 20-37-7 is labeled incorrectly on sheet 2 of 9 and 3 of 9. 126. A detail of the southeast corner of lot 21 is needed to show the dimension of 0.01' 127. The overall lot dimension along the south line of lot 53 does not equal the overall dimension of 1983.32' as shown on sheet 2 of 9. 128. A 25' radius is needed at the southwest corner of lot 2 for the right of way intersection. On sheet 2 of 9. 129. The overall lot dimensions along the easterly line of lots 7-14 do not add up to the overall dimension of 1261.89' as shown on sheet 4 of 9. 130. The overall curve dimension of 255.61' along lots 6 and 7 does not add up to the individual lot dimensions on sheet 3 of 9. G:1Public\Yorkville\2D05\Y00532 Cooper Property(Cannonball-Rte34)\Docs\IwywrotFinalEng&PIatD4.doc 131. The overall lot dimensions along the westerly line of lots 7-10 do not add up to the overall dimension of 910.56' as shown on sheet 3 of 9 132. Building setback lines should be shown for lot 1. 133. On sheet 1 of 9, the location where the 2 concrete monuments are to be set should be shown. 134. The number for the document dedication Cannonball Trail should be shown on the plat. 135. The overall dimension of 365.63' along the southerly line of lot 18 does not add up to the overall lot dimensions of lots 16, 17 and 1 on sheet 5 of 9. 136. Sheet 9 of 9 is incorrectly labeled as 1 of 9. 137. The Kendall County Highway Department Certificate is not needed. 138. The Point of Beginning should be shown on the plat. 139. The legal description in the Surveyor's Certificate does not match what is shown on the plat. The legal description in the Surveyors Certificate should be of the subdivision boundary only. 140. All easements should be shown. Currently none are shown. 141. All utilities should be placed in Public Utility and Drainage Easements. 142. The temporary Cul-de-sac, near lot 50, will need to be placed in temporary turnaround easement. 143. Please be advised the developed language for the paragraph of the Surveyor's Certificate which addresses the monumentation of this subdivision has changed. The following text is the revised paragraph: 144. I FURTHER CERTIFY THAT I WILL SET ALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT(765 ILCS 2051).THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS PLAT(SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) CONCLUSION Our review of this project will continue upon receipt of revised residential and commercial plans, revised plat of subdivision and revised stormwater management report. Additionally, an G:\Public\Yorkville\2005\Y0D532 Cooper Property(Cannonball-Rte34)1Docs\IwywrotFinalEng&P1a104.doc Engineer's Opinion of Probable Construction Cost (EOPCC) should be prepared and submitted for review and approval. 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 Ms. Lynsey Kawski, Administrative Assistant Mr. Travis Miller, Community Development Director Mr. Pete Huinker, P.E., SEC Mr. James J. Snyder, Harlem Irving Companies JWF,/JTW- EEI G:\Public\Yorkville12OD51YO0532 Cooper Property(Cannonball-Rte34)\Docs\lwywrotFinalEng&PIatO4.doc o ti� UNITED CITY OF YORKVILLE v �� 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# po.4 - v4$ APPLICATION & PETITION Please Check One: Preliminary Plan Final Plat arta; ( 'Qat.( Development Name: whirr i 1 Date of Submission: (1.4lcv 1. Name of Petitioner(s): CEN 1 M.1C' fk0 Imes ` Zt (( !Nut DVi l s oA( Address: P2 64.-- Po t r'T 'S1-& S14 d✓ S I 6 1'2 3 Phone Number: 844 -7/,3- 6 3 0 4 Fax Number: 8 Y'3 -- 915- £ 30 3 2. a). Street address and physical location of subject property: Ai.mit oft- Cr A-JL,,,,4- /14) Wet cry- Q-ab_cio b). Legal description of property; attach as Exhibit"A". c). Total Acreage: I /3 . )( ! -C, 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: aAwtES errs r 2,201- 16) fra )LQ �'I rN X( Cc) /23 8 Yn 113 - 6t(2-1 - 4 N a`l'� - -630.7 -PAK!) Iy1 ,f/2 '116 cat Attorney: Name: 'F' & V c.i p. OW./ Address: :27 4 G,?. A4 1/ lax Ave C k[.ad ;SI Co Co 6 Phone Number: 3)2 5184-'1 C C,( Fax Number: 3)2.- 48Y— o v Engineer: Name: gay(yr u n,aco4X - S rurt k EI( 6 Address: -4SJ3 it Jo .Q7. h.kvt , 2--( 6 056 Phone Number: Gap - S12 - 76110 Fax Number: CJO •S-372- Y 6 Land Planner: Name: p1 ,fc. 04-ek_. -S' p.t f t P-71k , Address: 461-W TQC Phone Number: Sri -2 yd-70 03 Fax Number: 612 - (It- ? o 3 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: /er Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attomex,Engineer)must appear on this application.) CE ex 140i/4EJ — .XI1 OsviJ.uk( . tArr—"? c • . G oL JTi uN Subscribed and sworn to before me this 1 day of Okupw.sa , 200 kp . OFFICIAL SEAQ. JOANNE M. BOWERS Notary Seal NOTARY PUBLIC,STATE OF ILLINOIS MY COMMISSION EXPIRES 7.21.2009 AMJ1.4M/V/VWWMNMA.`P.AIN°I/WJ.•1 THIS APPLICATION MUST BE NOTARIZED. 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 •• eputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville,Illinois 60560. k/0 6 Ale Date a .ture of Petitioner Da 'r- 91. xkM^(j < Atli . CE IVttlr' koWgoj —x/1 f ri fbrq 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 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 e( U)* (cif BRISTOL BAY UNIT 11 (WEST CONDO AREA) LEGAL DESCRIPTION THAT PART OF THE NORTH HALF OF SECTION 4, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 00 DEGREES 09 MINUTES 15 SECONDS WEST, ALONG THE WEST LINE OF SAID SOUTHEAST QUARTER, 11.11 FEET; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 190.77 FEET FOR THE POINT OF BEGINNING; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST, 25.89 FEET; THENCE NORTH 09 DEGREES 52 MINUTES 46 SECONDS WEST, 5.00 FEET; THENCE NORTH 20 DEGREES 45 MINUTES 06 SECONDS WEST, 15.91 FEET; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST, 119.00 FEET; THENCE NORTH 12 DEGREES 28 MINUTES 05 SECONDS WEST, 20.28 FEET; THENCE NORTH 84 DEGREES 13 MINUTES 39 SECONDS WEST, 5.05 FEET; THENCE NORTH 45 DEGREES 15 MINUTES 13 SECONDS WEST, 4.13 FEET; THENCE NORTH 00 DEGREES 47 MINUTES 14 SECONDS EAST, 5.00 FEET; THENCE NORTH 25 DEGREES 26 MINUTES 26 SECONDS WEST, 22.38 FEET; THENCE NORTH 07 DEGREES 32 MINUTES 50 SECONDS WEST, 63.15 FEET; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST, 325.56 FEET TO THE SOUTHERLY LINE OF BRISTOL BAY P.U.D. UNIT 1, PER DOCUMENT NO. 05-39532; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, ALONG SAID SOUTHERLY LINE, 516.97 FEET TO A BEND IN SAID LINE; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST, ALONG SAID LINE, 67.12 FEET TO A BEND IN SAID LINE; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, ALONG SAID LINE, 587.21 FEET TO THE SOUTHWEST CORNER OF SAID BRISTOL BAY P.U.D. UNIT 1; THENCE SOUTH 00 DEGREES 59 MINUTES 56 SECONDS EAST, ALONG THE SOUTHERLY EXTENSION OF THE WEST LINE OF SAID BRISTOL BAY P.U.D. UNIT 1, 402.69 FEET; THENCE NORTH 89 DEGREES 00 MINUTES 40 SECONDS EAST, 331.94 FEET; THENCE SOUTH 19 DEGREES 50 MINUTES 05 SECONDS EAST, 297.73 FEET TO A POINT THAT IS NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 689.57 FEET FROM THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES 47 MINUTES 59 SECONDS EAST, 689.57 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. ��11LLE -O O C1, UNITED CITY OF YORKVILLE 800 Game Farm Road o Yorkville,IL 60560 R�G� 630/553-4350 PC # � APPLICATION & PETITION Please Check One: Preliminary Plan A,' Final Plat 3r)t-1I 'goy Development Name: v1v(T 4 11, Date of Submission: 1. Name of Petitioner(s): CC&T ck' 6114E4 — (1)//al i till Pali Address: d? 1ll.49l. r i5'c N zl 'a /2 Phone Number:c8`(,) 7e9.3 6 30 0 Fax Number: e f- - C 3 0 3 2. a). Street address and physical location of subject property: pioftt-ti ) it- C&srltn, & 'LC 1,J i cof 3.46 t o..W 64.4/1 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: ± S, cckr 3. Contact Information: Name, address, phone number and fax number of person to whom in uiries regarding this petition may be directed: i4-1S4-6?1 acre — 220 r Pott��T itt9 !~ p ) T L. 6v 123 ey7 7(51JY25— Pitoit,� 1`x'3-- -G oz, t-A)o Sy' 1rL -yw63<< ri Attorney: Name: Vela tZ1 w Address: a Q - (4 Y )N C6c1 D ( C 0 6 C' 6 Phone Number: 3j2 - T 8 If -"}C c.( Fax Number: 31Z -91'!- x10 0 Engineer: Name: Lek,r N 1 5 c.&N- J au' Eta L Address: ?.SY'1 4o1 w Jr ) )/up%k v•ff- s L906--6 CO Phone Number: 630-SS:3 "Rs6 0 Fax Number: G3 0- S",t3 6 tf Land Planner: Name: &ALS. 13,sc Le.lL- S furl( Rill/ Address: itIt( Phone Number: S a 2 V6 - ? GOj Fax Number: Z71, �,2 Y 6" 9 0 3 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal,the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: e4 (& .6 Petitioners) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Enginee )must appear on this application.) 6# t ko Wle J ,--- Sl I. Ai v,4 oft ..,;. /0" Ao t'Ajcr-7 ig i"► o.ti 04. k'tejAKIY/A.y ck Subscribed and sworn to before me this A day of0,1,1,,,.* , 200 p . OFF IAL SEAL .. < J0 ANNE NI, BpVIERS C_\— �ji, , Notary Seal NOTARY PUBLIC,STATE Oh lLLNOIS MY COMMISSION EXPIRES 7.21.20094! THIS APPLICATION MUST BE NOTARIZED. 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. G— mr (-v LuFl t1/ 0i v g/ 76 Date u at e of Petitioner sir 144 ' P itiveklk AC4 C4 :7;71 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 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 BRISTOL BAY UNIT 12 (WEST TOWNHOME AREA) LEGAL DESCRIPTION THAT PART OF THE SOUTH HALF OF SECTION 4,AND PART OF THE NORTH HALF OF SECTION 9, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 00 DEGREES 09 MINUTES 15 SECONDS WEST, ALONG THE WEST LINE OF THE SOUTHWEST QUARTER OF SAID SECTION 9, 11.11 FEET; THENCE NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 224.40 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUING NORTH 88 DEGREES 47 MINUTES 59 SECONDS WEST, 655.94 FEET; THENCE SOUTH 19 DEGREES 50 MINUTES 05 SECONDS EAST, 533.68 FEET; THENCE NORTH 89 DEGREES 58 MINUTES 19 SECONDS EAST, 409.88 FEET; THENCE NORTH 00 DEGREES 10 MINUTES 51 SECONDS EAST, 105.97 FEET; THENCE NORTH 89 DEGREES 49 MINUTES 09 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 18.79 FEET; THENCE NORTH 00 DEGREES 10 MINUTES 51 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 24.97 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 23 MINUTES 45 SECONDS EAST, AN ARC LENGTH OF 46.90 FEET; THENCE NORTH 00 DEGREES 36 MINUTES 39 SECONDS EAST, 21.45 FEET; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 188.00 FEET AND A CHORD BEARING OF NORTH 05 DEGREES 04 MINUTES 59 SECONDS EAST, AN ARC LENGTH OF 29.35 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 5.00 FEET AND A CHORD BEARING OF NORTH 34 DEGREES 51 MINUTES 17 SECONDS WEST, AN ARC LENGTH OF 7.75 FEET; THENCE NORTH 79 DEGREES 15 MINUTES 53 SECONDS WEST, 15.22 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 208.00 FEET AND A CHORD BEARING OF NORTH 16 DEGREES 13 MINUTES 46 SECONDS EAST, AN ARC LENGTH OF 39.89 FEET; THENCE SOUTH 68 DEGREES 16 MINUTES 35 EAST, 15.47 FEET; THENCE EASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 5.00 FEET AND A CHORD BEARING OF NORTH 67 DEGREES 36 MINUTES 36 SECONDS EAST, AN ARC LENGTH OF 7.70 FEET; THENCE NORTHEASTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 188.00 FEET AND A CHORD BEARING OF NORTH 26 DEGREES 17 MINUTES 45 SECONDS EAST, AN ARC LENGTH OF 18.37 FEET; THENCE NORTHERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET AND A CHORD BEARING OF NORTH 10 DEGREES 13 MINUTES 01 SECONDS WEST, AN ARC LENGTH OF 41.17 FEET; THENCE NORTH 40 DEGREES 28 MINUTES 16 SECONDS EAST, 26.00 FEET; THENCE SOUTHEASTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 30.00 FEET AND A CHORD BEARING OF SOUTH 66 DEGREES 01 MINUTES 42 SECONDS EAST, AN ARC LENGTH OF 17.28 FEET; THENCE NORTH 01 DEGREES 12 MINUTES 01 SECONDS EAST, 166.29 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. (7aA0 �CVlLL� UNITED CITY OF YORKVILLE v 800 Game Farm Road \\\° _ Yorkville,IL 60560 `�----� 630/553-4350 PC# cc - 10 APPLICATION & PETITION Please Check One: Preliminary Plan fC Final Plat �r•tafia 13Ak Development Name: J N tT- (3 Date of Submission: 1. Name of Petitioner(s): G r•W'T.Y 0 pied .r((1 Flo rd D t o l l a it< Address: o99 0 1�'0 V tQ / G to IA) ( co /2 3 Phone Number: - --4-( 63 OO Fax Number: 6.V - 'Q- 6 3 0 2. a). Street address and physical location of subject property: )g(. f . r, (w(..tv►% )t..Q, 6jkd I d'1c b). Legal description of property; attach as Exhibit"A". c). Total Acreage: ± v2-( ,'S� 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: nn �A-tit,EJ A zr'r) , 9a OSPoui.T I3(VJL ) f G o /23 65l Lei - oho ic.� Q L( ) -" ./3- c203 - FA J g`p 4iZ- f 6 Attorney: Name: 7tcccl 0tcIA1 Address: art 9- • 1. 'ytA 0 A. n-o C(t,t c kd 0 ( ‘o606 Phone Number: 3)1 -98'(- 1-661' Fax Number: 3 /Z- qpm( 0 Engineer: Name: 1Gcu I/c /,!n IBCA[ ''siif4 e' .6 Address: ?S5 .371/ia AT: y.ft s6 c) Phone Number: 6 J a- "-9 i O Fax Number: 63 d-413 - 46 y 6 Land Planner: Name: 1l IL /a/!'IC EA — cS tt7 .fit Address: 4-va Tie Phone Number: Si L AL/6 -7003 Fax Number: Sit- Cf 6 -9 9 03 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process,the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10" x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 6 sets of Preliminary /Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and • verify that to the best of their knowledge its contents are true and correct. Date: ( / ! © b Petitioner(s) Signature: (All legal property owners signatures or their authorized agents (i.e.Planner, Petitioner's Attrorrney,.Engineer)must appear on this application.) CC-Pia140 we) - �� I�j vial w1/ V IIIIk .�►_ . I £-cLstiy Subscribed and sworn to before me this day of , 200 do OFFICIAL St1 L JOANNE M. BOWERS C\t: C .�. NotarySeal NOTARY PUBLIC,STATE OF ILLINOIS MY COMMISSION EXPIRES 7.21.2009 THIS APPLICATION MUST BE NOTARIZED. 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. 24 trio 04e/ Oita dirM 81 (04/—") Date 127i ure o Petitioner Q Li n u iP SI M-* 1- A-L$. Page 4 of 7 lJ 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 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 BRISTOL BAY UNIT 13 (SINGLE FAMILY) LEGAL DESCRIPTION: THAT PART OF THE SOUTHEAST QUARTER OF SECTION 4, AND PART OF THE NORTHEAST QUARTER OF SECTION 9 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHWEST CORNER OF THE SOUTHEAST QUARTER OF SAID SECTION 4; THENCE NORTH 89 DEGREES 04 MINUTES 34 SECONDS EAST, ALONG THE SOUTH LINE OF SAID SOUTHEAST QUARTER, 517.66 FEET TO A POINT ON THE EASTERLY RIGHT OF WAY LINE OF ROSENWINKEL STREET; THENCE SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 231.82 FEET FOR THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, ALONG SAID EASTERLY RIGHT OF WAY LINE, 171.66 FEET; THENCE SOUTHERLY ALONG SAID EASTERLY RIGHT OF WAY LINE, BEING ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 680.00 FEET AND A CHORD BEARING OF SOUTH 09 DEGREES 31 MINUTES 23 SECONDS EAST, AN ARC LENGTH OF 291.78 FEET TO THE NORTHWEST CORNER OF LOT 1685 OF BRISTOL BAY P.U.D. UNIT 1, PER DOCUMENT NO. 05-39532; THENCE NORTH 87 DEGREES 42 MINUTES 08 SECONDS EAST, ALONG THE NORTH LINE OF SAID LOT 1685, 115.27 FEET TO A BEND IN SAID NORTH LINE; THENCE SOUTH 75 DEGREES 29 MINUTES 39 SECONDS EAST, ALONG SAID NORTH LINE, 208.25 FEET TO THE NORTHEAST CORNER OF SAID LOT 1685; THENCE NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, 539.21 FEET; THENCE SOUTH 75 DEGREES 13 MINUTES 39 SECONDS EAST, PARALLEL WITH THE NORTHERLY RIGHT OF WAY LINE OF GALENA ROAD, 670.00 FEET; THENCE NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 133.15 FEET; THENCE NORTHEASTERLY ALONG A NONTANGENTIAL CURVE TO THE LEFT WITH A RADIUS OF 66.00 FEET AND A CHORD BEARING OF NORTH 26 DEGREES 02 MINUTES 38 SECONDS EAST, AN ARC LENGTH OF 140.44 FEET; THENCE NORTH 14 DEGREES 46 MINUTES 21 SECONDS EAST, 145.67 FEET; THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST, PERPENDICULAR TO THE LAST DESCRIBED COURSE, 70.00 FEET; THENCE NORTH 02 DEGREES 56 MINUTES 50 SECONDS WEST, 79.37 FEET; THENCE NORTH 09 DEGREES 46 MINUTES 58 SECONDS EAST, 77.05 FEET; THENCE NORTH 05 DEGREES 56 MINUTES 12 SECONDS EAST, 77.05 FEET; THENCE NORTH 02 DEGREES 05 MINUTES 26 SECONDS EAST, 77.05 FEET; THENCE NORTH 01 DEGREES 45 MINUTES 20 SECONDS WEST, 77.05 FEET; THENCE NORTH 05 DEGREES 36 MINUTES 06 SECONDS WEST, 77.05 FEET; THENCE NORTH 09 DEGREES 26 MINUTES 52 SECONDS WEST, 77.05 FEET; THENCE NORTH 13 DEGREES 17 MINUTES 38 SECONDS WEST, 77.05 FEET TO THE SOUTHEAST CORNER OF LOT 1041 OF BRISTOL BAY P.U.D. UNIT 7, ACCORDING TO THE PLAT THEREOF RECORDED DECEMBER 21, 2005, AS DOCUMENT NUMBER 05-39538; THENCE SOUTH 74 DEGREES 46 MINUTES 59 SECONDS WEST, 135.00 FEET; THENCE SOUTH 64 DEGREES 37 MINUTES 29 SECONDS WEST, 93.85 FEET; THENCE SOUTH 73 DEGREES 45 MINUTES 42 SECONDS WEST, 36.17 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 1028.00 FEET AND A CHORD BEARING OF SOUTH 75 DEGREES 41 MINUTES 46 SECONDS WEST, AN ARC LENGTH OF 69.41 FEET; THENCE SOUTH 12 DEGREES 22 MINUTES 10 SECONDS EAST, 83.52 FEET; THENCE SOUTH 05 DEGREES 51 MINUTES 10 SECONDS EAST, 67.52 FEET; THENCE SOUTH 01 DEGREES 06 MINUTES 59 SECONDS EAST, 67.52 FEET; THENCE SOUTH 03 DEGREES 37 MINUTES 13 SECONDS WEST, 67.52 FEET; THENCE SOUTH 08 DEGREES 21 MINUTES 24 SECONDS WEST, 67.52 FEET; THENCE SOUTH 26 DEGREES 14 MINUTES 21 SECONDS WEST, 140.66 FEET; THENCE NORTH 75 DEGREES 13 MINUTES 39 SECONDS WEST, 140.00 FEET; THENCE NORTH 74 DEGREES 29 MINUTES 33 SECONDS WEST, 67.35 FEET; THENCE NORTH 62 DEGREES 11 MINUTES 15 SECONDS WEST, 61.67 FEET; THENCE NORTH 46 DEGREES 13 MINUTES 13 SECONDS WEST 61.67 FEET; THENCE NORTH 30 DEGREES 15 MINUTES 12 SECONDS WEST, 61.67 FEET; THENCE NORTH 21 DEGREES 49 MINUTES 17 SECONDS WEST, 69.76 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 26 SECONDS WEST, 87.01 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST, 159.96 FEET; THENCE SOUTH 88 DEGREES 43 MINUTES 57 SECONDS WEST, 66.00 FEET; THENCE NORTHERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 278.00 FEET AND A CHORD BEARING OF NORTH 00 DEGREES 42 MINUTES 15 SECONDS WEST, AN ARC LENGTH OF 5.47 FEET; THENCE NORTH 00 DEGREES 08 MINUTES 26 SECONDS WEST, 100.83 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 08 MINUTES 26 SECONDS WEST, AN ARC LENGTH OF 39.27 FEET; THENCE SOUTH 89 DEGREES 51 MINUTES 34 SECONDS WEST, 244.84 FEET; THENCE SOUTHWESTERLY ALONG A CURVE TO THE LEFT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF SOUTH 42 DEGREES 55 MINUTES 25 SECONDS WEST, AN ARC LENGTH OF 40.96 FEET; THENCE SOUTH 04 DEGREES 37 MINUTES 14 SECONDS EAST, 18.78 FEET; THENCE SOUTH 84 DEGREES 46 MINUTES 15 SECONDS WEST, 197.00 FEET; THENCE SOUTH 07 DEGREES 16 MINUTES 34 SECONDS EAST, 77.21 FEET; THENCE SOUTH 11 DEGREES 45 MINUTES 02 SECONDS EAST, 91.58 FEET; THENCE SOUTH 16 DEGREES 22 MINUTES 16 SECONDS EAST, 82.73 FEET; THENCE SOUTH 21 DEGREES 17 MINUTES 25 SECONDS EAST, 80.72 FEET; THENCE SOUTH 21 DEGREES 48 MINUTES 57 SECONDS EAST, 390.00 FEET; THENCE SOUTH 68 DEGREES 11 MINUTES 03 SECONDS WEST, 5.00 FEET; THENCE NORTHWESTERLY ALONG A CURVE TO THE RIGHT WITH A RADIUS OF 25.00 FEET AND A CHORD BEARING OF NORTH 66 DEGREES 48 MINUTES 57 SECONDS WEST, AN ARC LENGTH OF 39.27 FEET TO THE POINT OF BEGINNING, IN THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. N, 9,00u- 4g „cs, c„r,, United City of Yorkville sic Dot - (Pcl. .'� " � County Seat of Kendall County 1JDSt 800 Game Farm Road EST. 1836 Yorkville, Illinois, 60560 .41/2 ` Telephone: 630-553-4350 O II Fax: 630-553-7575 1:1/4 -�"`° ^ �? Website: www.yorkville.il.us 4 k E ,�ti • September 5, 2006 To: Travis Miller ` From: Rebecca Houseman and Anna B. Kurtzman, AICP Subject: Plan Review of Final Plat of Subdivision for Bristol Bay P.U.D. Units 11, 12, & 13 Dated August 16, 2006 After reviewing the Final Plat of Subdivision for Bristol Bay P.U.D. Units 11, 12, & 13 located northeast of Highway 47 and Galena Road in the City of Yorkville for compliance with the zoning code, staff has the following concerns: UNIT 11 —Condominiums (Multiple Family Dwelling) 1. The building setbacks are not shown within the condominium lots and should be shown to determine compliance with the zoning code (10-6F-4B-1). Further, garages are not shown on the plan. On the preliminary plan in the annexation agreement, the garages are proposed to be located in what the final plat shows as a blanket easement. Because nothing can be built in an easement, the plat must include the locations of the garages and note that the garages are exceptions to the blanket easement. UNIT 12—Townhomes (Multiple Family Dwelling) 1. Minimum front, side, corner side, and rear yard requirements are outlined in the annexation agreement and are as follows: a. Minimum Front Yard: 30 feet b. Minimum Side Yard: 10 feet c. Minimum Corner Side Yard: 20 feet d. Minimum Rear Yard: 30 feet Upon review of the plat for compliance, the following lots do not meet the one or some of these standards: 1717, 1718, 1719, 1720, 1721, 1722, 1725, 1726, 1744, and 1746. 2. The minimum lot width outlined in the annexation agreement is 90 feet at the building setback line. Please indicate on the plat that all lots are meeting this standard. UNIT 13 —Single Family Homes 1. The minimum lot width is 70 or 75 feet at the building setback line per the annexation agreement. The width of each lot at the building setback line can be shown on the plat or in a separate table included with the document. T. Miller Bristol Bay Subdivision Units 11-13 September 5, 2006 Page 2 of 2 2. The minimum lot area for up to 50 percent of the units is 9,000 square feet per the annexation agreement. Lot 1984 is 8,584 square feet. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE Lynsey Johnson Kawski Joe Marx, Centex Homes S:\Rebecca\Yorkville\Residential Plan Review\Bristol Bay\Bristol Bay Units 11-13.doc 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. September 5, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 3, (Centex Homes) Bristol Bay P.U.D. Unit 11—Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 11 prepared by Smith Engineering Consultants, Inc. consisting of 2 sheets and dated August 16, 2006. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. The lots within this unit should be consecutively numbered. 2. The geometry along the south line showing Unit 12 should be removed since this unit does not yet exist. 3. The lot number should be corrected to match what is shown on the engineering plans or the preliminary plat. 4. Lot 2039 should have dimensions added to locate the horizontal position in relation to the buildable lot which adjoins to the North and to the property line which lies to the East. (Sheet 1) 5. The following text notes, referenced in the legal description, should be added and placed appropriately on Sheet one, (1.) the South line of Bristol Bay Unit One, (2.) the West Line of Bristol Bay Unit One, (3.) the southwest corner of Bristol Bay Unit One. Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot September 5,2006 Page 2 of 3 6. The document numbers should be added to the blank lines of the labels for Bristol Bay Unit 9 and 10 prior to the recording of this plat. (sheet 1) 7. The property which lies easterly and southwesterly of this subdivision should be labeled unsubdivided or if subdivided labeled with subdivision name and recorded document number. (sheet 1) 8. The abbreviated legal description beneath the title should be edited by omitting the words, "and that part of the NE 1/4 of Section 9-37-7". This unit as depicted does not extend into Section 9-37-7.(sheet 1 and 2) 9. The word "blanket" should be added to the description in the Hatch Legend. (sheet 1) 10.The Land Use Summary table should be edited by removing the text "Non Easement Lots" and replaced with text specifying the lot numbers which in aggregate add to this acreage. These lots are not non easement areas in total, only those portions which lie within the principal residential building are excluded. (sheet 1) 11.The recording of this plat, Bristol Bay Unit 11, is contingent upon the prior recording of the plat of Bristol Bay Unit 9. Access will be required through Unit 9 and needs to be provided for on said unit plat. 12. Ingress and egress and visitor parking on or across Lot 2049 should be noted on this plat and provisions submitted for review. 13.The "Note" text block at the lower left of page of sheet 2 should be edited to contain only those items which relate to recorded plat of subdivision. 14.A second concrete monument should be shown on the boundary of this plat per the Plat Act (765 IL 205/). (sheet 1) 15. Future garage units were shown on the Preliminary Plat and Preliminary Engineering. If the intent is to provide garages in the future these areas will need to shown and dimensioned on this plat. These areas will also need to be excluded from the blanket easement area. (Sheet 1) 16.The "Notes" block, at the lower left corner of sheet 1, item 8 refers to "Open Space" but no such areas are designated on this plat. Lot 2049 should have the intended ownership noted or possibly be linked to item 8 thereby declaring ownership and intended use as an Open Space in addition to the underlying easement rights. 17. Please be advised the developed language for the paragraph of the Surveyor's Certificate which addresses the monumentation of this subdivision has changed. The following text is the revised paragraph: I FURTHER CERTIFY THAT I WILL SET ALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (765 ILCS 205/). THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS Ci:\Public\Yorkville\2004\Y00405 Contex Homes-Galena Road\docs\hn)wrot22-Unit!IFinalPlat doe Mr.Joe Wywrot September 5,2006 Page 3 of 3 PLAT (SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) Our review of this plat will continue upon receipt of the revised plat. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: John Crois, Interim City Administrator Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski, Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW/JWF, EEI G:\Puhlic\Yorkville\2004\YO0405 Centex I-lonies-Galena Road\docs\Iwvrsrot22-UnitI 1PinalPlat.cloc ao+141 - 1OO1 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. September 5, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 3, (Centex Homes) Bristol Bay P.U.D. Unit 12— Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 12 prepared by Smith Engineering Consultants, Inc. consisting of 2 sheets and dated August 16, 2006. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. A second concrete monument should be shown on the boundary of this plat per the Plat Act (765 IL 205/). (Sheet 1) 2. The abbreviated legal description beneath the title on sheet 2 of 2 is incorrect and should be corrected. 3. The lots within this unit should be consecutively numbered. (Sheet 1) 4. The property which lies westerly of this subdivision should be labeled unsubdivided or labeled Existing Farmstead if it is part of the same parcel which lies southerly of this unit. (Sheet 1) 5. The document numbers should be added to the blank lines of the labels for Bristol Bay Unit 10 and 11 prior to the recording of this plat. (Sheet 1) Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot September 5, 2006 Page 2 of 3 6. The recording of this plat, Bristol Bay Unit 12, is contingent upon the prior recording of the plats of Bristol Bay Units 10 & 11. Access will be required through Unit 10 and should be provided for on said unit plat. 7. The overall dimension of the westerly subdivision boundary line does not equal the dimensions of the individual lots which subtend this line (Lots 1719— 1722) when added. Distances should be reconciled and edited appropriately. (Sheet 1) 8. Many of the building lines within the lots of this unit are not dimensioned. Due to the complexity and the labeling congestion we recommend adding a Typical Lot Detail to this plat. (Sheet 1) 9. The overall dimension of 96.87 feet of the buildable lots which lie within Lots 1719— 1721 and 1726 does not equal the dimensions of the individual lots which subtend these lines when added. Dimensions should be reconciled and edited appropriately. (Sheet 1) 10.The street name should be added for the access road which lies adjacent to the easterly unit line. (Sheet 1) 11. In the "Notes" block, at the lower left center of Sheet 1, item 8 refers to "Open Space"; however, no such areas are designated on this plat. These areas should be labeled or the notation should be removed from the plat. 12.The"Note"text block at the lower left of page of Sheet 2 should be edited to contain only those items which relate to the recorded plat of subdivision. 13.The Illinois Department of Transportation Certificate should be removed from the plat. (Sheet 2) 14.The Special Service Area Statement should be changed to be of the same language for said certificate developed by the United City of Yorkville. (Sheet 2) 15.The first paragraph of the Surveyor's Certificate should be changed to be of the same language for said certificate developed by the United City of Yorkville. (Sheet 2) 16.Please be advised the developed language for the paragraph of the Surveyor's Certificate which addresses the monumentation of this subdivision has changed. The following text is the revised paragraph: I FURTHER CERTIFY THAT I WILL SET ALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (765 ILCS 205/). THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS PLAT (SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) Our review of this plat will continue upon receipt of the revised plat. If you have any questions or comments regarding this review, or require any additional information, please contact our office. G:\Puhlic\Yorkville\2004\Y00405 C'cntcx I Imes-Galena Road Woes\lwywrot23-UnitI2PinalPlat.doe Mr.Joe Wywrot September 5,2006 Page 3 of 3 Sincerely, ENGINEERING ENTERPRISES, INC. Ze2)14-;"•—• William Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: John Crois, Interim City Administrator Bart Olson, Assistant City Administrator Travis Miller, Community Development Director . Lynsey Kawski, Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes J1W/JWF, EEI G:\Public\Yorkville\2004\Y00405 Centex Homes-Galena Road\docs\I ywrot23-UnitI2PinalPlat.doc 3 v *c,-i 0 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. September 5, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 3, (Centex Homes) Bristol Bay P.U.D. Unit 13—Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 13 prepared by Smith Engineering Consultants, Inc. consisting of 4 sheets and dated August 16, 2006. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. The document numbers should be added to the blank lines of the labels for Bristol Bay Units 8, 9 and 10 prior to the recording of this plat. (Sheets 1, 2 and 3) 2. Rosenwinkel Street, adjacent to this unit should be labeled as"Heretofore Dedicated". (Sheet 1 and 2) 3. The "Notes" block item 8 refers to Open Space" but no such areas are designated on this plat. This note should be removed or the open space areas should be labeled. (Sheets 1, 2 and 3) 4. Pensacola Street, adjacent to this unit should be labeled as heretofore Dedicated. (Sheets 1 and 3) 5. Side property line easements should be widened to 20 feet (10 feet each side of property line) for the lines common to the following lots: 1961/1962, 1964/1965, 1968/1969, 1971/1972, 1977/1978, 1997/1998, 2000/2001, 2002/2003 and 2009/2010. This additional easement width is needed to provide for the planned or existing underground utility pipes along these property lines. (Sheets 1 and 3) 6. Additionally, easements should be widened for planned or existing underground piping shown on the Engineering plans. Easements should be widened along the northerly line of Lot 1967, the northerly line of lot 1983, the southerly line of Lot 1975, the northeasterly corner of Lot 1999, the westerly half of the Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe wywrot September 5,2006 Page 2 of 3 southerly line of Lot 1993 and the southerly line of Lot 2007. Please review the engineering plans and actual as-built locations of the existing underground pipes and structures and edit appropriately.(Sheets 1, 2and 3) 7. The existing storm sewer shown on the engineering plan which runs through the rear of Lots 2011 through 2021 is not adequately encompassed by the Public Utilities and Drainage Easement shown on the final plat of subdivision. Please review the engineering plans and actual as-built locations of the existing underground pipes and structures and edit easement widths appropriately.(Sheets 1,2 and 3) 8. The distance, 69.76 feet, stated on Lines 51 and 52 of the legal description should be the same as the distance, 61.26 feet, shown on the graphical portion of the plat. The legal description, as presently shown will not mathematically close. If the distance of 61.26 feet shown on the graphical portion were inserted into the legal description an acceptable mathematically closure would result. Please review and edit appropriately. (Sheet 1) 9. The data stated on Lines 54 through 57 of the legal description should be the same as the text data shown on the graphical portion of the plat. Please review and edit appropriately. (Sheet 1) 10. The distance of 390.00 feet stated on line 69 of the legal description should be added to the graphical portion of the plat. (Sheets 1 and 2) 11. The southeasterly property line distance of 186.40 feet shown for Lot 2021 does not equal the sum of the subtending lot line segments of Lots 2022 and 2049. Please review and edit appropriately. (Sheet 2) 12. The rear property line distance of 67.32 feet shown for Lot 1969 does not equal the sum of the subtending rear lot line segments of Lots 1980 and 1981. Please review and edit appropriately. (Sheet 1) 13. A narrower line type should be used for the northeasterly line of Rosenwinkel Street, adjacent to and parallel with Lots 1958 through 1966, the easterly line of Lot 1685 of Bristol Bay P.U.D. Unit 1 and the line extending southerly from the property line common to Lots 2011 and 2012. Please edit these lines to avoid confusion with the actual subdivision boundary. (Sheets 1 and 2) 14. The Point of Beginning text note on the graphical portion of the plat should be edited to read, P.O.B. Unit 13. Currently the note reads, P.O.B. Unit 10. (Sheet 2) 15. The Point of Commencement notation on the graphical portion of the plat needs to be edited to read, P.O.C. Unit 13. Currently the notation references Unit 10. (Sheets 1 and 2) 16. The project area flag and circle shown on the Site Location Map should be the same on all sheets. Please revise the project area flag and circle on Sheets 2 and 3 to be the same as Sheet 1. 17. The document number should be added for the 30' wide Yorkville-Bristol Sanitary District Utility Easement. (Sheet 3) 18. The Special Service Area Statement should be changed to be of the same language for said certificate developed by the United City of Yorkville. (Sheet 4) 19. The first paragraph of the Surveyor's Certificate should be changed to be of the same language for said certificate developed by the United City of Yorkville. (Sheet 4) G Public Yoikville'2004 Y00405 Centex llun,ec-Galena Road':docs cnrnt2a-UnitIll lnalPlat.doc Mr.Joe Wywrot September 5,2006 Page 3 of 3 20. The "Note" text block at the lower left of page of sheet 4 should be edited to contain only those items which relate to recorded plat of subdivision. 21. The lots within this unit should be consecutively numbered. 22. Lot 2049 is already used in unit 11 and should therefore be renumbered. 23. The lot numbers in the plat do not match those found in the engineering plans. Lot numbering should be reconciled on all documents bearing these lot numbers. 24. Please be advised the developed language for the paragraph of the Surveyor's Certificate which addresses the monumentation of this subdivision has changed. The following text is the revised paragraph: I FURTHER CERTIFY THAT I WILL SET ALL SUBDIVISION MONUMENTS AND HAVE DESCRIBED THEM ON THIS FINAL PLAT AS REQUIRED BY THE PLAT ACT (765 ILCS 205/). THE EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILL BE SET WITHIN 12 MONTHS OF THE RECORDING OF THIS PLAT (SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) Our review of this plat will continue upon receipt of the revised plat. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. le21-44;41v0 William Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: John Crois, Interim City Administrator Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski, Administrative Assistant KJB/PJH, SEC ©630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW/JWF, EEI G:`.Public'Yorkvi11c3004 Y00405 Ccnic\Ilnmcs-Galena Road docs lssyssmt24-Uni113FinalPlatdoc