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Plan Council Packet 2007 04-27-07 =,c03 Co.o United City of Yorkville 1` 800 Game Farm Road Est 1-4 ` ,,; 1836 Yorkville, Illinois 60560 -- G Telephone: 630-553-4350 o Fax: 630-553-7575 PLAN COUNCIL AGENDA Thursday April 26, 2007 9:00 a.m. CITY CONFERENCE ROOM 8:45 a.m. Staff Meeting 1. March 22, 2007 Minutes for Approval/Corrections 2. 9:00 AM PC 2007-10 Rush-Copley Final Plat of Subdivision 3. 9:30 AM PC 2007-11 Fountain View Preliminary/Final Plat of Subdivision 4. 10:00 AM PC2007-14 Yorkville Crossing Amended PUD/Annexation Agreement 5. 10:30 AM PC2006-95 Kleinwachter Preliminary Plan 6. 11:00 AM PC2007-15 Grand Reserve Unit 28 Preliminary Plan 7. 11:30 AM PC2007-16 Wal-Mart Final Plan Plan Council March 22,2007 Staff John Crois,Interim City Administrator Joe Wywrot,City Engineer Travis Miller,Comm.Development Director Charles Wunder,Urban Planner Anna Kurtzman, Zoning Coordinator Bill Dunn,EEI Eric Dhuse,Director of Public Works Tim Fairfield,BKFD Sgt.Ron Diederich,Police Dept. Guests Tim Tynan,Main St. Comm.Partners Jim Uecker,JAS Associates Attorney Dan Kramer Bill Zalewski,Jacob&Hefner Dave Waden,Landvision,Inc. Rich Guerard,Wyndham Deerpoint Scott Guerard,Wyndham Deerpoint Rich Olson, GRWA Renee Bowerman,Goodwill James Sparesus,Archiplan Int.,Ltd. Gerry Gosselin, Corn Holdings, LLC Mark Masur,Kinnally Falherty The meeting was called to order at 9:15 am by Joe Wywrot. The March 8th minutes were approved with one correction. Cobblestone South—Final Plat of Subdivision Regarding Laura Haake's comments, (item 6)the petitioner stated there is a bike path on the south side adjacent to the property line. Travis Miller suggested the city would evaluate the swale,asking the petitioner to increase the evergreen material to provide more screening, in lieu of the wall. Regarding item 11,the pedestrian connection will be extended to the curb, for future connections to trails. The Rob Roy Creek bridge is not adjacent to the petitioner's property, as this belongs to Mr.Faltz(item 12). The city proposed arranging the easement,to cross the flood plain in the rear. The city would pay for the trail,extending to the trail, and the developer will put it in. Regarding item 13,the city will own the pavement which is in the easement. Dan Kramer stated that an owner easement access agreement would be recorded,cross referencing it with the fmal plat. One copy will be provided to the building department. Regarding Rebecca Houseman's comment(#9),Anna Kurtzman cautioned that ground or pole signs not located in any easements. If so an exception must be applied for or a separate sign easement area would be advisable. There is a city easement on the SE corner of Eldamain Rd. and Rt. 34,where the Yorkville welcome sign is placed. Tim Tynan will put together drawings for the sign he proposes. The developer will accommodate a 12' drive through on lot 2(proposed bank)to meet city requirements. The petitioner need to record a cross parking easement across lots 1 and 2, providing adequate parking for lot 2. On the fmal engineering plans,representative vehicles are usually depicted to meet the criteria(item 15). Regarding item 16,Anna Kurtzman okayed the 20 and 24 ft. setbacks. The developer will be obtaining trail easements for the common access onto Rt.34 from lot 1.These will be on the final plat. Jim Uecker stated it is problematic for them to provide additional underground storage room for storm water. Joe Wywrot stated the Fox Hill Annexing ordinance of 1974 says the city must maintain pre-existing conditions,and this should be provided in an interim basis in the southern end of Cobblestone North. The city will consider developers' credit for replacement of peat for CA-1 stone. Options are: 1)types of storage;2)offsite pass through; 3)void space storage; and 4)elliptical piping. Craig Knoche will send plans for Plano,regarding the storm water alignment with this development. Rob Roy Falls is revising their concept plan. 1 The developer will put a monument sign on Rt.34 at the access. Mr. Tynan stated there would be IDS restrictions on the footage for a light for the monument sign. The developer would like a right in,right out at the northeast corner of the property,with a turnabout to the west of the Rob Roy property. The 10' sanitary to Fox Hill Unit 7 should go through the park to lot 1, stubbing to the Primus property on the east. Cobblestone North has a different pressure zone. The re-zoning Eldamain Rd.Bridge project, across the front of the property, is scheduled for 2007. This will be at the April 11 plan commission. Wynstone—Preliminary Plan This is a PUD submission. There is a one lot,with a private drive, and a public access to Rt. 47. There will be a 60' access along Rt. 47. Wyndham Deerpoint will pay for the public access. There will be a light at this access. (#2 on Rebecca Houseman's comments). The developer is asking for 40 feet between the buildings(item e on comment#3). The developer added the park and hopes to maintain the two(approximate)acres of wooded acre around the project. Dave Mogle said that the ComEd park property in Raintree Village is a very short distance from this 0.58 proposed park property on Wyndham Deerpoint's property. Mr. Guerard stated that he would take out the parking spaces in the park, should the city take ownership. In addition,Mr.Mogle asked for a clear boundary on the park,which would be provided at final engineering. This is on the agenda for the park board meeting tonight. Wyndham Deerpoint is suggesting there would be seating area, walkways, and pavers at the entrance, and Rich Guerard stated he would not be seeking credit from the city. The sidewalk along St.Joseph's Way is private,and the city is hoping it can be extended to connect. Mr. Guerard will check with the Home Owner's Association. Joe Wywrot would like the developer to consider the hydrology in the area so trees will not drown in the detention area. There are two parking places for each unit and an additional 28 spaces,that will be relabeled on the plans. The developer's side yards are 25 feet, due to the configuration when the road is put in. The trees that have been cut in this area are not on Wyndham Deerpoint's property. Tim Fairfield questioned access to the parcel to the south. Mr.Wywrot said he believes all streets should be public streets, and if not,then a separate 66' wide parcel with blanket easements for utilities and access. The creek at the southern end may require a foot bridge. There is 29', side yard setback, from the back of the buildings to the western property line, and Mr. Guerard said the buildings could be moved back if the width of the access is a problem. The buffer yard would be on the commercial side. The access to the north is now not restricted,and could be an emergency access only according to Mr. Guerard. Mr. Fairfield stated parking should be restricted along Walnut Drive to give the fire department enough space for their trucks.The developer will check out his options. There has been a non jurisdictional determination made by the Army Corps of Engineers on the property. Rich Guerard will work with Lennar to install a smaller diameter storm sewer for discharge. The developer will need an additional off site easement to Route 47,to establish two distant points of connection. The Fox Highlands pressure zone cannot be used because it is too low. Mr. Guerard will discuss the possibility of a pressure sustaining valve with EEI. The developer will show the location of Bonnie Lane and Saravonos private roadway on the preliminary plan. Joe Wywrot favors a south bound lane into the Saravanos property and sent a letter to Smith Engineering regarding this fact.Wyndham Deerpoint has a 60' right of way,and 2 the developers of the proposed business will be expected to dedicate an additional 20 feet for the commercial right of way. This will be at the April 11 plan commission. Goodwill —Final Plat of Subdivision Anna Kurtzman stated the landscape buffer easement needs to be labeled on the final plat. The city is waiting for Menards to pay fees and establish a letter of credit before completion of the re-subdivision of Menards. The free standing sign will be relocated. The sign code states the sign should be on a street,or a major drive,which would be Countryside Parkway. The sign at the front entrance proposed on the engineering plans will be moved back,because of existing easements. The center median have been moved,to accommodate the Countryside Parkway opposing turn lanes. The second island width has been added to provide an additional buffer.Joe Wywrot is requesting a frontage driveway stub to the Hamanns property to the east, and also utility stubbing. The plat should reflect a cross access easements. The detention extension that is graded out should continue to the sand bottom and elevation. This is scheduled for plan commission on April 11. Corn Holdings—Rezoning The developer hopes to market the property for commercial uses. The comprehensive plan designates this site for a potential Metra station or Park N Ride facility. Faxon Rd. stubs into the property to the west and the city intends to extend into Rt. 47,lining up with the entrance to Wrigley. The city hopes to acquire the Hoag property to the west for right of way. The Xpac property to the south has been tested and the developer is awaiting the NFR letter. This is scheduled for the April 11 plan commission. Minutes submitted by Annette Williams 3 , . i a e4° °' r o United City of Yorkville ^' 800 Game Farm Road ESS '-illia1'8's Yorkville, Illinois 60560 `(a ` . 0 t Telephone: 630-553-4350 14)...,-, :..-...° Fax: 630-553-7575 PC# APPLICATION & PETITION Please Check One: Preliminary Plan x Final Plat & PUD Plan Rush-Copley Yorkville Development Name: Healthcare Center Date of Submission: March 2007 1. Name of Petitioner(s): Copley Ventures, Inc. Address: 2000 W. Ogden Ave. , Aurora, IL 60504 Phone Number: 630-978-6276 Fax Number: 630-978-6888 Email Address: Nancy_.1 Wilson@rsh.net 2, a). Street address and physical location of subject property: South of Veterans Parkway, adjacent to the;;Fox Hill Subdivision b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 44.12 3. Contact Information: Name, address,phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: John,F. Philipchuck - See Below _ Attorney: Name: John,F. Philipchuck Address: 123 Water Street, Naperville, IL 60540 Phone Number: 630-355-5800 Fax Number: 630-355-5976 Email Address: j fp@dbcw.com l'agc I of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 1 Continued-3. Contact Information Engineer: Name: Cemcon Ltd. Address: 2280 White Oak Circle Suite 100 Aurora, IL 60502 Phone Number: 630-862-2100 Fax Number: 630-862-2199 Email Address: PeterP@Cemcon.com Land Planner: Name: AMDC - Jim Klima Address: 135 S. LaSalle Suite 2360 Chicago, IL 60603 Phone Number: 312-756-9300 Fax Number: 312-756-9301 Email Address: JKLIMA@AMDCHEALTH.COM 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" enveloped. d. One CD containing one electronic copy(pdf)of each of the signed application (complete with exhibits), preliminary plan or final plat,landscape plans, engineering plans. 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. Page 2 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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: .3—G—D 7 Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney, Engineer)must appear on this application.) ( . Subscribed and to before me this day of 200 7 . ��—e-i� , Notary Seal • THIS APPLICATION MUST BE NOTARIZED. "OFFICIAL SEAL" SUSAN VAN VOLKENBURG NOTARY PU®UC,STATE OF IWNOIS MY COMMISSION EXPIRES 06/29 Page 3 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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 PlanningCouncil meets the 2"`I and 4t1'Thursdayof the month at I 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,Community Development Director, 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 4 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 Step 5: 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 6: 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. /f/ Signature of Pet oner --1/231/4. 164r, Page 5 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 CHECK LIST FOR PRELIMINARY PLANS SECTION I: WRITTEN DOCUMENTS t, 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 stormwatcr 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/rec•eational 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 6 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 CHECK LIST FOR FINAL PLANS SECTION I: 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 Atrow 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. Cut7•ent 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 I-i. 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 7 of B United City of Yorkville Preliminary/Final Phil Application Revised: 1/27106 CHECK LIST FOR FINAL PLANS,CONTINUED SECTION 3: PLAN DATA REQUIREMENTS I. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 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 8 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: I/27/06 Anderson Mikos Architects ltd. I Lws^u.EniroNu 9^NK One Parkview Plaza :0.1,.....HTaTB(ZONEDLCaINTY^-1) 17W110 22nd Street'Suite 200 Oakbrook Terrace,Illinois 60101 4. atv a rDRKwuE canna^TE uNirs (zaNcuararmorieTKwo)PLACE TeL 630-573-5149 ®v,� r' rii) Fax 630-573-5176i VTERA ____Y1 Ia ro,E $�.$� 8a! �®'rl� ::h wn�i slT-----__ + s�LS +i0 ai ��;alp ems�� so�=Q'a�� �'�� �� e --.__— _` v�®® I ��'1i/ �t LANDSCAPE KEY I l 1lf� ',i,,, 0 _ �/_ —414.*l 4f ` °:tT7-`= s bz+ `'0 = Rush-Copley I tll� u g4Ta — ��`�+, 1 _It.. , Healthcare Center '` P t� r,oES „i .. ��'�� 0 WADE TREE Yorkville,IL ® l�=�=�$�Y��1 �� \-21 ; cur 's r3i' yr 1 r `01� Fes. 1 44 DANIEL WEINOACH k� +ir�i D ! at , 1, I /� OFNAPENTAL TREE &L PARTNERS,LTD. R. •V 1!'/ oe�® �. 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J SIrYERSUEET CLETHRA �opwW ,..t /' ae-y,Ct''•4,4�°� FITNESS Aviksos r, %�, I j WS a .k iJ€ fc.f ,4,4• •F'",}P - CENTER �e `:'� 'i/ .��aca s FERMIN:LEECERaER k..aymy .6,4,4‘,11;-%,1-......--- \c.Sv . .4 =L..... y a '�� I 1 PERAIO'14E 45'-6' • $ -_ o o T' " � i I FURPLELEAFw+rEFCFE:PER DETENTION • _ t� !�.:. fireo`'� -o PERENNIALS JOY SEDUM RIPPER k.4...7..i-.2..<,.,,,, �� .p! CLACK EYED SUSAN / ! BLUE FALL SALVIA . DAYLILY SP. DWARF FaNTAIN GRASS FaAsseqs CATMINT DTENTIO� ='ro _ ` I IIj FEATiER REED G RASS HOSTA SP k e� N Arf r4 �� s:.ir� .....,,,,,,,,..„4„,, � ahrrt�tj , - ,'a) •� j FMA. PLAN UNIT ITICE DANCE SEDGE wa : POND ' . te® KDBOLD LIARS DEvELOPMENT k t � i �� ! ww, ( mi LITTLE RUSSIAN SAGE r._ - � .- , . � ' „„,..:,k. J1�. � PRL4.6 DERANIu LANDSCAPE PLANe UPLECORD GRASS ii CCNE3CUER I � v 9 � „ciao d "- � - ® PURPLE MAIDEN GRASSAa -4ft's ' f ;i3yyfte � $F �� 2 %� ' �'g• Err a rOPocvE caRroxntE UNITE i b„ PALACE PURPLE CORALBELLS NNI DETENTION ONE 02-300-400-003 Munn.) el r -_. am OF YdiKNLLE CORPORATE UNITS ER (ZONED:KEA-1 CWNtt) = SWITQ TC ASJ Ruth NELSON TRUST Doc.e96-094,2 (Th MASTER LANDSCAPE PLAN SCALE: 1/04..1'-o' • L-1.0 • FINAL P.U.D. SHEET 1 OF 1 FOR RUSH-COPLEY HEALTHCARE CENTER BEING A PART OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS. 6.5'------------ _ In ... _. -- MINIMUM 100 50 0 100 SCALE: 1" =100 PARKING LOT STAT L DETAII BENCH MARKS CITY OF YORKWLLE CORPORATE LIMITS spa \ \ ,,, °1; LASALLE NATIONAL BANK =MTN,REIVIDNE NAMES .s\ TRUST p47016 �- •,,,a, O R•FAST OF SOUTH y; ..... (ZONED: KENDALL COUNTY A-1) I MN- ENTRANCE NTR CE COM REST MUINEAST COMER Br OF BUILDING BETWEEN O EEE -- ETNLUMNS.O5%R STMEOR'RANI 1934-. KENDALL MARKET PLACE 10.0..019,73 ,seas.) �R .u�_-� ,,,^ 1U. _ (ZONED: CITY OF YORKNLLE PUD) mg_ sTa rrSNIPE TONER BOSE 4M EAST OF COMMUNE ao N.A Row • ,rG, +Rai • T�- � JS.'B'./o IN 4 S ,`' NNORM OF OMNER C D.N NSTAMRWAPED p10 1RACN OF BIRINOINI II' '!a�'.la,. ...�� Wk sM..:.R?mazes,` ' ,"�• p,A ,,s7) •••••------\.g. FEV.-Sw.4o Usc.O.S.) '1'1'. �S •, r -���rn•55`a n. rCy •7 O.Xv.,_.,Z - •'*�'' '.. PROJECT ELL\W1MN R6RWNCE WRNS ._.-^•r__ -.73, �� "'''1 �.- 1 ;28"-::—,,:;,-.4..:'.:!_. ..,`"'''-" ------;:-. .-=-7"-- n^ g . - �, CRMO- MOWN AT sautlWwaT CORNER a \l 1 -' 1ir� _ ski$ • - ^TM - 1• Y DEDICATED) CROON..0 JOIN STREET. ,. n_._... 134.078) l\ \ T B.L -,11 ry = U. ^r' TIME- EAST 9 VIM N saunNm FACE a 10-IRO NOR ANON. pD & I en.. ' r, \ I R 3o rF�B DE/ aPD"„�„F;;)"L f F,ZP \ \ \. I y g s Ali m,.r�, \ 1 1 1 a�1f 1 1 }i I 1 \ /, /'r 1 \" \ '<I I;I '. 3/4 INCH IRON PIPE SET AT ALL LOT CORNERS AND 1•" Ft.el, FT.NIDE A.E.&P. J-51wr \`� \ I' POINTS OF CURVATURE UNLESS OTHERWISE NOTED. SECTIoN v: I ';�'- :'" 5ron1 MEDICAL7800 ` 1,10-\\---- I♦� 1 p t W ,\\\ ��I I U�, DECIMALALL SPARRTSNTS ARE THEREOFSNOAN IN FEET AND kcnN 1 �7 1 {{ • \• x DIMENSIONS SHONE ALONG CURVES ARE ARC ..`,,!1 1 'i �� ,/` _wow 144 f1: "' G1 1 Di S D&. DISTANCES, M •"t:,,•,_. I / I, ^■ P �� Nc,ai�•9' �< tr. , ,�. 'S' i 116 DIMENSIONS ENCLOSED WITH If 5 e 1 1 ARE RECORD m i I ! '' [ \ 5 0 J• (1\\\' • T E 1 I �If,,,illi I DATA.ALL OTHER DIMENSIONS ARE MEASURED. \`- ",�j�I 4 11/ 1/ R \ ^""'•�•+~ "¢• ,.'is.` / r ^ V ALL EASEMENTS ARE HEREBY GRANTED UNLESS }� .j'�''A ^' �/' •. ,�,e��,C� 1 P1\p. ♦ S / • _ /'`� OTHERWISE NOTED. •E 4-'�^-- c:\� 8 iI I em sr- ..�_ `s .^•^', ~„ / jl1' / ♦/F.` I e is /' t(}i N P.U.B D.E. - INDICATES PUBLIC UTILITY AND y .,,.. - -��IJ `i' -EFER TO EN-:CED AR'A DETAIE 1 /�\I 'e• �.- I l,� 3dr=•"'•.....; -``\ITT' ` R IS SHEET F . 1 - INFORMA 5N, , \ ► ppp \ iia ' DRAT RAO!EASEMENT HEREBY GRANTED. Z"1�"'•'-�.-'may\\,{I,�, T'"iu J P`�'\ ) ly /p�_) \ SEE PROVISIONS FOR DETAILS. • ° Ilii I AI .. -� \ RUMrMMus / f \\ • qtr;1 .�.• /a �'D\ — A.E. B P.U. - INDICATED ACCESS AND PUBLIC O 1111115.E • HIr -_i.p. 11 /11 -.-/^� 4 �� ♦ W + I ^ UTILITY EASEMENT HEREBY ORANTEO. II1MEDICAL CAMPUS //4t- /( D yy6 SEE PROVISIONS FOR DETAILS. w {111'1 �' 1 \ / ♦ // T , ,v "� B,L, - INDICATES BUILDING SETBACK LINE, }" ( (HOSPITAL),." / ,� / a )) g • 11114 ; , mR \ \�,859,SOO�S.F. e r, vp111111I •e, I Y I El (HO w d, ,e, 1 / / f•\I TH!BEARINGS!HMV. AR!BASSO VPON TXE SOUTH • 11 II I ✓� / �' a // / P \,,,,-- / � RIOXT of WAY LIN!OF WEST VlTERANS PARKWAY 7'1 I' I1' I " '9 J-SSaRT / ` dQ ` 4` •,r.. 5 �• //. )Ai ` 'A.K.A. ROUTE 341 BEINGS 88.30'22'F SL • l 1 sscnw .x. i} I r N'c •'/� `T ��+ / / If / F.I.P. .FOUND IRON PIPE 'OAS SHONNI "..• \ I hili ' JE, M la LOT 1 \�,...,,,,:.•". Ih :� A\ 7/ / / 'T- a� ' / `.44, .404;:>?_„. 1, �` • , 4/ / / s'/// ' yyy/// P _ �i NEM _ / LEGEND M I III I wE ! 6./...''.././/// y 1 SUBDIVISION BWNDARY LINE "" k P' ...to AJa:<. *` 4 ti 1/) P.U.&D.E.t.... �! r Ij. e / + \ IH•.Vs sslu un•1 ,.y/--,)/ \II ` /1 'f 1/1 , !' / 3� Q2h' ( O •LOT LINE/PROPERTY LINE •M lMt..%'// I`\I sus POWER PLANT J' .def t� A 1 , •1 /� / girl ti: J 'Solid Lln•1 10,000 S.F.)1 ,,r4 df' -J L r e -L "•A J- r fir' ~ , S� 1 R // y2� 4V{ -�1, -ADJACENT LOT LINE/PROPERTY LINE , r.. . W O ILISn1 Solid Lln•1 ,,iG?i y,�yyly�•i� f 1II-ms D.E.LIII.S1 �" \/\41t: .'' -- I • �. WI —•BUILDING LINE n.,...„...., .. imIN� g9N1 I� NiM ,� PMxNe:�as ..�Y� r/ I 11� ah^�x '"° P L, �.�" '•'-'1-••_ .'0 \ 'LT.i"' .p •EASEMENT LINE/LIMITS OF EASEMENT e-. •-:-- �'0'' ,-41,- g1,27.:..1,--,—, „;; ;; ! ! / z=N 'Short D•.N•4 enol r e.,a...rw.- �.- ,:"1,2 ,-, 1,I 1 f_.......,--- ----,_,I,....1.1-4. I. ” �' .-�-1- t \ B1:F \r,li.wa..,n.� / A OV •O —•-•-•-•—•EASEMENT LINE/LIMITS OF EASEMENT iT ;.;,• ° 1^ r rmuin 1/1 -••-• , • -.,^.:L 1 N / �.-' uu� IDn•e Dena Until .. ,K+ . P pp`INC G AGE F• / 4 �_ ,L '..6l.. - _ -_ us1N0.xnwwwe /�- \ / \ �` /.. -,.4'.'--,_37:-.7---4.,,..—\'i''''---- ♦- •� -.I z9ao ;EiTERL NE 1 • ...J15''1'. p i V. • i /// f/ �� �\ �L7 `'.V '-_7-. �m N __— • LINE QUARTER DOSnaNLl n•51 .14,0,__i' _ I u sAT' FT MADE ____ •SECTION LINE h ,, ! / /. F � _.\�\pqs+. 1 �n In IPI.'MOM unnl - • s srwr vuaNO �1�A �13 ^,,.�" Te„� a ) t ! MWA/\ \5�>. � 9 ~� ( ~` LINE E%TENSION/OIMENSIONAI TIE `1 J371 W, M. �� ' To 1 ILIFnI Della OW tl ` ..,\1 t ,,,, / ( / �� ,0siawo, AP' 'I \ 4.0,..,i I''' A \� •PHASE I 'S�•�- 6 d. )�l +` /..,5 ) 4 ►!�/ ! • t\\ , ,.,*� gygyl1 LOT [..... ` ..r // t_..�y/ / �`,. �•� \ \ \\�\`,Ytl 1 \ 3 ..S�Wew wwPw".•FUTURE PHASES • Foo i 6r P1e / __ ," .-1,•""‘".•134\.' I -r.Y .1 4 4 f 1�\ ❑ -FOUND CONCRETE MONUMENT i wZ 1 1y,� ,1 I II 1 4.+ / i / t ` I E ell )'I \ -SET CONCRETE MONMEXT I / / f E Ic,. ,r.„„„, _ •.. !r TIO I ..\--- ..GLL / /• R _ V O Y `: r.r I '� \ / r/ ^\ \ # t RECTION CORNER 011 QUARTER SECTION L \ FITNESS CENTERS 6 1 r � � CORNER- I �' /\ThL $ I #'" )P "0."' 5� I 1 .lir u. � .Mt._ .. -'�D• til / ,a 1 A'I / _ 61+"Jr R CE 7 1 I / .. _..l ' OYl = L} --/--- .-I �j 588'32'48"W 1324.96 /X15 FF WIDE P.U.&D.E. // r ill.... \ 1 + / / RUTH NELSON TRUST \a/Of // //_•. •"� / \\I I I I �`iNo� DOC.p96-09472 r1, 1 / / CONOVER'S / 1 7/ 0.f N (ZONED: KENDALL COUIT4 A-T)! 1\ /// /// CITY OF YORKNLLE CORPORATE LIMITS (ZONED: KENDALL i/JUNTY) /\ I1 I IV V o: // / ' ®� EXISTING 20'SANITARY SEWER&WATERMAIN EASEMENT .•........................ "',:...:'•-"-.-.•"- ............TO BE RELEASED UNDER FUTURE PHASES FASTING 30'SANITARY CITY OF YORKVILLE CORPORATE LIMITS SEWER EASEMENT _........ ear. , •.... _ SITE DATA -Er..,... WEST "0, '- �---- .• 3, -LL,: >_:= VETERANS �J--"+ — ACREAGE % .. - "'�'. TOTAL AREA 44.24 AC. 100.00% • ,�_ - .._...._..._.^-•,.az._...-..-..Zt. ROAD ROW.DEDICATION PARKWAY US ROU 0.48 AC. 1.04% .��� -.... -._._......._ :-', _ .. - '" B0T�1 40.80 AC. 91.77% 34 R.D.W.OEMCARON -cJt,... ,a: LOT 3 O.SS AG 1.24% • _ LOT t .- W ''.' ,' r, • 1,'d -) OTT OF YORKMUE ZONING: PLANNED UNIT DEVELOPMENT t TI \\ 1' 15 I- e!niVAIS}f--(/_ 2__ P.V.&.O.E:.m...ln R4��,' '/ 77..--.7.!::.7.:'....1.-072-:-...:I''• irtIC OFFICE SCP77.B0G S.F. ry t 1 \ - -• •"^(r..T.' , - MEDICAL CAMPUS(HOSPITAL) 659.500 S.F. RETAIL 40,000 S.F. \ 1 \ - -•• FITNESS CENTER 150,200 S.F. / \ \ \t \ Tom._._.... - of_ • /' ,•,-- • POWER PLANT 10,000 S.F. • TOTAL 037.500 S.F. ._-1\ o I )\ 1\ \\ \ \ m • .._Y1 Orb - - ti- - •- F.A.R. 0.53 \ \ \ \ \ \ ' - Loi 1 AREA COVERAGE R \\ \ \ \ \\ •.,,'g Q /'� JB FT ''"•. LAND USE AREA % •• 1 i:u it&ntht L%"Oirx\\ \\ ,\� N I /' / R�1'EE,E.&•P.,,-'' Ip MENCAL CAMPUS(HOSPITAL) 3.74 AC. 9.21% \ tY)l/7Y q/R/ \\ • /• / T�-n'2 V RETAIL 0.40 AG 1.13% •• `3'IM \ A'tin(+jim6.!q io) \ \. \ \�'' v ..� 1 I^ '-=�:� "`*�.,( �t��,y FlINE55 CENTER 2.99 AC. 7.37% N lnr R(Q.7j lPf k/P'Pbtl \ •• � C 1 r� ` / ��_ PV`.O�•yi:Y`,. _VA .__,--.q1.• POKER PLANT 0.24 AC. O.S9% • / \ \ \ 2\ ,� W \• • ��-, D•E -•vy.. PARNINO OARA4'E 1.89 AC. 4.66% • t:i \ \ \\ \\ \\ \'`\ .\ lv. L.� % • __ _= INTERNAL ROADWAY �AISLES I4.03 AC. 34.55% •7 `Y \ \ p \ \ \ STORMWATER MANAGEMENT! 18.58 AC. 40.79% O I 1 \ \ \ \ 1 \ �/ TOWN CENIER/PEOESIRIAN WAYS/ \ \ \ /0 / DINER OPEN SPACE / k,• \y 1 \ \ ` ,1 1 P 1 \ 1'GEN'Y '1 • TOTAL LOT AREA 40.60 AC. 100% / i , ) ly \ 1 } \ c 1 's 1 D•'/ARTM'N' PARKING PROWDEO g • / / \ 1 oih»Aorm OM.. I 1 1 1 W K I .4. SURFACE PARKING LOT REGULAR PARKING SPACES ACCESSABLE PARKING SPACES TOTAL al 1 1 0 1 I / 1 413 9 422 / 6 1 ,,.4 hk s¢'sO 1 1 \ 1 �, I \j 2 ee 3 ea d / i I An f//?- �U I 1 3 277 7 284 F \ / Me.:rr,,t m, rY WCYI I } - I 3 15 \ �' r.;s,.. 4 no 5 us O / h-. T6 1.....41Z30-31-1.5-.40.1- / 5 156 0 156 ••%y / XY I,5A PAP:&D.E!, 588'36'42"W!245.71 OA 1 - STORY TOTAL 1022 24 1048 j / 1 \ P.U:&D.E. v - �� '/' X. , • GARAGE STRUCTURE PARKING 559 12 571 --. i'I ee ! BUILDING ,x I t n',,,... M4- _,_.- Iiligr SECTION '/ 2 �!'R G ,i \\\ TOTAL 511E PARKING ism 38 1817 y ( I\ /!',f- �/: \n i ACCESS'EASEMENT 1 :( I 4."I(L cJs.s) i �. 1(632.703 S•\t•'!'I 36 FT.Y�i10E A.E.& (( may ���.',' • PARKING STALLS B.5 FT.11 18.5 FT.minimum § (1)I ..I m PARKING LOT DRIVE AISLES 21 FT.N10E MINIMUM /' I,�n:�r.=��la'x^fir^a.sx�1_-_ne'"Y ���I,;: `'(�I I / / �r �l © 1 ® \ 1 I �7 ri PREPARED BY: ,.I..,.{!/,,a 1 ->___ _1 ` CEMCON, Ltd. I ° ; 'r / IT I ___I____ \ /' Consulting Engineers. Land Surveyors & Planners i r L--, �— OI i 2280 WHITE OAK CIRCLE, SUITE 100 u ` I J 1 \ PREPARED FOR: i E ••., r I I t H LIPAD 1 I ••,,,,.••''"• AURORA, IWNOIS 60502-9675 8 {� RUSH—COPLEY MEDICAL CENTER PH: (630) 862-2100 FAX: (630) 862-2199 µ�0' •••1-, 64 5 .••��""tp'. 200 OGDEN AVENUE a-mail: eaddOcemcon.com Q. S " AURORA, IL 60504 DISC N0. :903667 FILE NAME : PLAT ENLARGED AREA DETAIL DRAWN BY :DMC FLD. BK. /PG. NO. : N/A SCALE: )"-50' (630) 978-4972 COMPLETION DATE: 03-02-07 JOB NO. : 903.667 Copyright©2007 Cemcon,Ltd.An rights reserved. FINAL PLAT OF SUBDIVISION SHEET 1 OF 2 RUSH-COPLEY HEALTHCARE CENTER Il BEING A PART OF THE NORTHEAST QUARTER OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN KENDALL COUNTY, ILLINOIS. N I 11 �m•1,N8T59'38"E N8T59'38"E 1325.89 --- ..- ',��� 1}25.89 --. ... .._ ®�� T ... --- --- 100 50 0 100 R�}= PIP �' i SCALE: i"-100 i; PER MON..RFC 2005X003522 (Xt.. 1' a REs PER MON.RED 81-J5JJ %W AA. THIS PLAT WAS SUBMITTED TO THE COUNTY g CONVEYED TO THE PEOPLE CF THE STATE OF IWNDIS RECORDER FOR THE PURPOSES OF RECORDING BY, E OEPARTMENT OF TRANSPORTATION PER DOCUMENT CONVEYED STATE OF ILLIN V• RECORDED IN KENDALL COUNTY ON_ DEPARTMENTOFTRANSPORTATIONTHE PEOPLE OFEPER DOCUMENT p5 Lr i AS DOCUMENT RECORDED M KENDALL COUNTY ON IPRINT N•Mel AS DOCUMENT 'ADDRESS' ��- WEST--VETERANS--- ....r.____.„__,,, EST- (HERETOFORE (CITY/TgMI I 1 'ZIP CODEI ,R arN F VETERANS-'-- _ _ E DEDICATED PER DEDICATION RECORDED F./,P. -�'`•- JUNE 3.1942 INC 98 PC.177) (ROUTE 34 -_ __ I P.EP. r---_-��;7J�`as�lTptL( �_T 385'30 22"E 133228 - Tv WgY---_`_ PARCEL INDEX NUMBER • 3TIL�� `•. P.VD.E. PRP 03-30-200-007 �JO F7.B.L 1 „'� -� 1004.09 I a2,7 M,CM sVACANT LAND ADJACENT TO fIn; 1 I i�%' LJ' JO Fi_B. �U 1[D.E. _-�� 9,1.11-"1.1.1"8 9 g-- WESTVETERANS PARKWAY -'- �i'•_: �l�_+CS_ LB _63- A- `od,*o ($ rtP IN YORKVILLE.ILLINOIS ? U b P.V.&D.F"-�r _ _ J JO' LR. Y 11 '- aC0 s m G• \ -j-___ -11t-Nol'41'46"W�'�,B\ \4,1•T I F. ; ,Jr r RIeE r r / 36 FT.WIDE A.E.&P.U. y' 8800 �.? 'I \•' L5 �/ 15x15 y,•q) \.1.<0.4,<\1.4,.;11 ,\ � 20 R.B.L. F.RP. v 4J \ /L- - / ` 1W\ r m E. I TOTAL AREA OF SUBDIVISION 2i�l./• 1�-I��'/ ''a• / ) NI759'91"E \' ,I1 ..- a `;:1 oe.. 45,537 ACRES I _,_._,_• o ., l I//i//' --t0 FT.5.1 49.3{ I/ I \ 1'xoy '� ,>; % (MORE OR LESS) ,4 .•"'' N13'24'28'W 1 / J /........................................... ... 28.20 1 / Te "'^ N17'59'54.0��1;` e I C I ... I igo I 7, Ile lel .................................. 70.68 1 •A L16 �� i F I I REFER TO ENLARGED AREA DETAIL ON W// 1 a •/' '1 I AREA TABLE 'r W l THIS SHEET FOR FURTHER INFORMATION. 4'/r/ I I /Q'I I' p I I•, n•8 / - LOT AREA AREA T•1 ISI I� ,;'�// 11£ /4//r' I. DE. N0. IS.F.I IACRESI t.-.ISI I 19.00-.J4'/ /I1y11 /F % 117,I W D I 1768,573 40.601 / N I,P,I ,Q, 1 v�P 1 /^,,/j/ ` y g � '•' .297 3 23.918 1.649 Ir• I- 111 \ ° �,y !•.'..' I� n � 1'1 c.a 1; P.U.&O.E. //rr� lit. i 11111 0$1111 /�' /Lw Ih NOTES Z I I'0 I 1117 In1I 1111 /3 / <L20 . I I.'.•-` 3/4 INCH IRON PIPE SET AT ALL LOT CORNERS AND I- GI I1 1 i,'/j POINTS OF CURVATURE UNLESS OTHERWISE NOTED. Q I I I Z 11 /"1'// F,' ALL MEASUREMENTS ARE SHOWN IN FEET AND I I I I .nIld III /e / y r DECIWIL PARTS THEREOF. (JAI I . 11-L 1 w /8 is I z. I(1' F./.P. 1 NI DIMENSIONS SNDAN ALONG CURVES ARE ARC / 1-0,,E,Z DISTANCES. OTIall E9I I o 'I,r / ' ,,,O0 pI DIMENSIONSENCLOSEDWI TN11ARERECORDX 'GIm N /v r/NP:F 39'W 8I - ; - TIE /, 4U.00 ,JI � CDATA.ALLOTHERDIMENSIONS AREMEASURED. i 9111 Q ,>,�' I // / P.U.&D.E. p 'P I�1 ALL EASEMENTS ARE HEREBY GRANTED UNLESS _ JOHN 4,i 1 X111 U 4 / B I 4 OTHERWISE NOTED. 1 L.19•00 15INN P.U.B D.E. • INDICATES PUBLIC UTILITY AND STREET I e 111 ' NOS'30'26'W DRAINAGE EASEMENT HEREBY GRANTED. ,".uY 1 I G EE PROVISIONS FOR DETAILS. uLSo IL ' 1 1 P.U.&D.E. A.E. B P.U. INDICATED ACCESS AND PUBLIC Tn F./.P. \�g ^u'�- �' 1 1 1818 .,..,....-N4612719'W I ,"'i `M UTILITY EPSEMENT HEREBY GRANTED. IW 1 U tpd 540E 111 I I'� 3800 798.00 - °' I N •Z SEE PROVISIONS FOR DETAILS. aZ V P' C', ]J •LJ.I 8::. B.L • INDICATES BUILDING SETBACK LINE. 21:5 T - N674549'H I 2'i''_ &sy�.W " uj =I 1 75.00 Al. P.V. Il�n ,4' rn / THE BEARINGS SHOWS ARE BASES UPON THE SOUTH / RIGHT OF WAY LINE OF WEST VETERANS PARKWAY L)I ll R-2500 L-4411 L.`2969 'A.K.A. ROUTE 341 BEING S 86'30'22•E 2 1 Chd.ENG.N33'19'19'E��/ 6002041'E 201.39 T O m IASSUMEDI. % I�, 1 f"% F.I P. •FOUND IRON PIPE le AS SHOWN' I R.2- L.4.118W //, p I Chd.Brq.-N5BR8'OB'W J/ �\L'P.1 .� CO 4 s74'26'09'W 17.40,, \ 1.94E m = a - III.:3* R.66.O0123.11 J ql; r m £ -- \ LEGEND 3 Chd.B.D•N2]'S1.33'w / \ `y A 2{' IDi -SUBDIVISION BOUNDARY LINE Il I n �^ R.623.53 L.118.45 \� �� . @ INmY7 sena unel o I r+ 4 •LOT LINE/PROPERTY LINE >< IC Chd.Bry..N28'32.25'W T '' 3T •� 'Solid Lln•I 11.f° 56936'09"W J 11 q -ADJACENT LOT LINE/PROPERTY LINE / l a 38.81 5 2 I NI;F -- IL14h1 9x114 Lln•1 C I j„ N2 22.041'W 1 _1 S z 4 'I 22.04 569T18'14'W 1 'D+ S' m BUILDING 1,m•1 / -' III{! , 23.01 H. 1 �'g ® _ IN .EASEMENT LINE/LIMITS OF EASEMENT U 1 0 1¢�1 f m NI ISEert D Ines' 'f�11 $ a, i -._._._•.EASEMENT LINE/LIMITS OF EASEMENT ; Iveen•4 O• un.l N80'00'00"W 399.96 Nu1 8 •4, 1 q')n vi ---61 ISN$I•IDee SE 110•.1 5 1LiT I S4 4NI I k f'f __- 0.061.SECTION LINE �, I IDsebl•SECTIO Llne•1 \ I I �'• •sECT,IN LINE Le' `�� N)e74.31' ITr410 Seen•e LIA•ei • �3�'64 W Ne5'32'32'W I ,� LINE EXTENSION/DIMENSIONAL TIE \ST�MWAIER / 168,42--2..‘, i NO2'35'00'W 7.77 11 1] 5 001 0e11•d 11601 MANADE'VENi fASE,VEN7_ `\S'' \,'T' 573'37'49"WW 18.58 ❑ •FOUND CONCRETE MONULENT 6 F.FT.5.L \\f. 15 FT.WIDE P.U.&D.E. IJ '' F.tP. • •SET CONCRETE MONUMENT J� /BJOE 1194.96 �-- 347 nn -� 388'32'48"W 1324.96 I 1 f./,p, 41! \ ad., •SECTION CORNER OR QUARTER SECTION a!a E UNSUBOINOED I �,�� CORNER InO WEST VETERANS PARKWAY 3� I��"' 120 (HEREBY coNL�,ED) (ROUTE 34) .� EASEMENT LINE DATA rAj n il LINE LENGTH BEAR ANO y 248.96 585'30'2'E 119 _ LI 40.00_568'44'24'W • 16 F- PCU &DQE.-_- 9�.1 l2 472.38 501.15'36"E rn '9 ,t5 c 36.29' 60.03 /, 44 13 100 46 NOB•46'42'E P �a, I n, o,(I., [ L4 124.01 N36.47'38'E •8 I. / . �,'� •3••. ''H' 118 L5 3.06 653.12'22'W I VI • p i I o '' O•,S, '. +X,it_-g LB 70.40 1404'29'38"E 1^ "r w Q H. jl m/ ,I.h 9 .p' I =D Y L7 129.66 57B•52'45'E • • v p0 • I ° 7 n 1a"�0 a J,A•A' /' LB 253 39 S88•18'I4'W z g� PI' M1 •-•zi„ ¢- 2 /' �w 117 L9 128.87 535.38'36"W g ENLARGED AREA DETAIL, .D •zb„ l ,..4 r S a�u"°•a`'pF/ /�'+, ��; 110 59.62 500.30'04'E UT= SCALE: 1".50' V c e I r°�/ - _ 4____ LII 241.75 588.28.41'W �i ,. K m 1 5 .\ / //e / t 2' Q 112 18.40 N04.53'34"E UNSUI3EMADED i i P. 2 o 6i L• 5 11 1 �//\ /6' / 1� 4I I}'�'t 116 _ 1.13 81 06. N88.30'03'W £ 4. I 114 71.56 N46.14'16'W = U�\ F J 41 LID 147 03 N00.04'01"W J E na A\ jr /•/ � 116 113.01 N06.4B'43'E ,� r�.gr' \ 2��' / • I LI7 96.40 N12.52'42'E • 9 I . (?,a r;� / / LIB 68.60 N47.30'56'E • R >.. 4, 119 10.00 N42'29'04'W •)„n '• 120 60.18 547.30'58'8 • %-.44'1./ 1/ i P EASEMENT CURVE DATA 4 15L U,5 j /• CURVE LENGTH RADIUS CHORD BEARING DELTA Si P.U.&D.E. 588'46'42"W 245.71 - /• / I? CI 157.16 100.00 S43'45'33'W 90'02'19' I 1;, P.U.&D.E. iI __8°,-, �•� (aCO 90.73 100.00 N62'47'10'E 51.39'05' J ca+-� 30x12 /' / I t'J C3 100.71 100.00 524.21'22'E 57.42'00' 22 r /'� ACCESS EASEMENT -' /•� I•�' C4 112.27 100.00 568•S7.26'W 64.19'37' /' ��- -'�'�_ /' I „a CS 134.22 600.00 585.17'I5'E 12.49'01' �. „.---- 36 FT.WIDE A.E.&P.U. I4 113 C6 380.74 205.00 N36.29'20•W 106.24'52• �. I 7 4 36.06'40' Y� - CB 94.63 50.00 SI7'34'16'W'IB'W e 4�• 1' - -- -• -' -- N88'00'SYE 1324.74 I,,.,< 9 T N88'00'S2'E I � y PREPARED FOR: 4.?„, 1324.74 s®m ? RUSH-COPLEY MEDICAL CENTER k . 200 OGDEN AVENUE �AAIg IA` AURORA, IL 60504 c4I> § (630) 978-4972 ig,Ig 4Im PREPARED BY' 4;7 ~i7,. CEMCON, Ltd. 31 " 7A17.71 =1 nsulting Enginee , Lend Surveyors& Plannersy 2280 WHITE OAK CIRCLE•SUITE 100 AURORA. ILLINOIS 60502-9675 ma E1MES7a£MOW AM* PH: (630)862-2100 FAX: (630)862-2199 PER' 'WC 76-5255 it 029-0y a-mall: caddOcemcon.com a Era.RED 200600705W3131 DISC NO. :903667 FILE NAME : PLAT �9.,„► DRAWN BYN.K.S. : NFLD. BK. /PG. NO. : N/A COMPLETION DATE: 03-05-07 JOB NO. : 903.667 Copyright 512007 CWnoon.Ltd.A11 right,reserved. N 3r--)1-1 NRNI , I •r • PLAT OF DEDICATION • e� PART OF THE NORTHWEST QUARTER OF SECTION 29,TOWNSHIP 37,RANGE 7 OF THE THIRD PRINCIPAL MERIDIAN,IN KENDALL COUNTY,ILLINOIS • A COMMENCING AT THE NORTHWEST CORNER OF THE NORTHWEST QUARTER OF SAID SECTION 29,THENCE SOUTH 01 DEGREES 14 MINUTES 08 SECONDS EAST,ALONG THE WEST N,F e Pdtd Yorkville NORTH Huff m LINE OF SAID SECTION 29,494.50 FEET,TO THE POINT OF BEGINNING; THENCE SOUTH 85 DEGREES 30 MINUTES 22 SECONDS EAST,PARALLEL WITH THE SOUTHERLY RIGHT OF -% WAY OF WEST VETERANS PARKWAY(U.S.ROUTE 34),168.76 FEET; THENCE SOUTH 49 DEGREES 29 MINUTES 38 SECONDS WEST,105.98 FEET; THENCE SOUTH 04 DEGREES 27 © "'VVV �j Yy, MINUTES 23 SECONDS WEST,110.03 FEET,TO A POINT OF CURVATURE; THENCE ALONG CURVE TO THE RIGHT,HAVING A RADIUS OF 1050.00 FEET,AN ARC LENGTH OF 155.65 D[ *Rt M � - FEET AND A CHORD BEARING OF SOUTH 08 DEGREES 42 MINUTES 12 SECONDS WEST,TO A POINT OF TANGENCY; THENCE SOUTH 12 DEGREES 57 MINUTES 00 SECONDS WEST, LOCATION r f�; 196.35 FEET,TO THE WEST LINE OF SAID SECTION 29; THENCE NORTH 01 DEGREES 14 MINUTES 08 SECONDS WEST,ALONG SAID WEST LINE,536.96 FEET,TO THE POINT OF r L 0� FTS li BEGINNING. ^� 4 \ LEGEND Irr.=_ ,� �,, �r ..N.,...•,"�SEYIurI(� �� PROMSED MT a RAT UNE ..•:ATEA, ■1 NT " PROPERTY LINE .. -;.....',S1,..._... i� -'�+.:-vim.>.. 4 : ..-tR:�`.T'ANPr/. FOE. .�—...-- WARIER QUARTER MOM LINE .. ...�...--...— L EASEMENT ______— CENTERLINE W. *MEreina • •avrier w.A°° ."wc.MMI %N Alla 4 A QWNER'S CERTIFICATE STATE OF IUMOM2 N COMTT G' 3 8 TMS IS 00 CERTIFY THAT 7 RANO 10 THE PROPERTY DESCRIBED HEREON AAS ES)ERLNMY --,WEST--.--2.2r, yEjERAN °FOR-.rtP Pu )R•1,. IS MTS AND TIE ROS E RAT OF DFHEREON AS OE SED JTOQ.1. TH.,. _,: ., DATED AT �7AUI1015,THIS—DAY O F (ROUTE 34) - P�ItIvol—E PARKWAY:COI:, 5 TION �sxnF•:P"'�W�opT R WO ATTEST, I:::.:•z1r-ns. :.N—_� S85'30'22'E 168.76.oeR R�..RNRa<. AREA OF RIGHT OF WAY=1.046 ACRES ° °' I S49'29'38•µ, NOTARYS CFRTIFICATF 105.98 STATE Of 0.11405 t p . .. 50477'23•W uNn caar 3 110.03 MID FOR SAID CBLNTY.N TTE STATE AFORESAD.AARY 00 PUBLICrHO[SY CERTIFY THAT AM NO114'08.W ME 536.96 ARESQIALLY NNOR0 N ME TO OI THE SAME AS RIMERS. RHOS.NANO -.y ARE SUOSCRINED 10 TIE PERSON AN INSTRUMENT,OIONTIE GHAT Tl T SIGNED 18 R1050.00 42 12.65W SENATE I E TPS DAY IN PERSON AM AS THEN VOI THAT MET SPIED C.B.-S08'42�12'W AND ITARY AC TIE SAID INSTRUMENT ANT P9 TEN 077 PTFE AND I MOLUrITMY ACTS,FOR ON USES AM PURPOSES SCREW Mt FORTH. o val TOMER MY NAM MD SES DAY I NA 110•10.0,E7N. 100).007. M M _ Q I j� 1 Pe NOTARY PUBLIC MT COMDSSON EPEES M 51 S 196.35µ " / 27LOO A CaOOu05 o COUNTY(S FRK'S CERIIFlCATE T TRS R TO CERTIFY THAT I.MOOR O MOM.ILLINOIS PROFESSORIAL LAM SURVEYOR Ne.T75 0100 SURVEYED IM PROPERTY 01*10 TRUE IN INE MOVE CAPTION 5 AS SHOWN DT TE ANNEXED RAT M 451 IS A CORRECT AND TRUE REPRESENTATION OF STAR OFµMOS ii_ SAID MET. ALL DISTANCES MR OWN M FEET AND OEQAN PMR MIME.1MS COURT O'KEMALf PROFESSIONS.sum ammo D DR aRENTµN05 MR AN 51AROR05 FOR A 4 l+ BOUNDARY SURVEY. I. COUNTY ax04 OF ANE COUNTY.ILLINOIS,DO HERESY CERTIFY THATEM ME NO NOEIRMUE11T m DAM AT AURORA a1NM;TIRS SM OAT OF Mµ01,Ea). TAXES,NO UNPAID CURRENT TAXES,NO UNPAID FORFEITED TARES AND NO REDEEMABLE 129 SALES AGAINST ANY OF THE LAM ON TIE ANNEXED RAT. I FURTER CERTIFY THAT I HATS RECEIVED ALL STAR/TORY FEES R' N CONNECTION WEN ADETED NAT. 55 OMEN MISER MY HAD A.AND SETMS__DAY O '' M • WARS PROFESSIONAL LAN020 SURVEYOR No.)175 7007. LICENSE EIPRAIION DATE-SOMMER 30.3µD S PROFESSIONAL DESON TINA LICENSE NOME 184-002977 gp$¢ UMW FORMER DAT:-ARK.'S.3a7 COUNTY FNGINFFR'S CFRTIFICATF 1 + RE�T000 MOM COUNTY wxas 7 DAT QExmPna STALE R ILLINOIS l 1& _ PLAT OF DEDICATION STATE aKENDALL N WEST VETERANS PARKWAY (U.S.ROUTE 34) ACCEPTED MD APPROVED THIS—DAY OF 2007. NOTES: BASIS OF COUNTY ENF00 1 SYSTEM NAD 83 CS ILLINOIS EAST ZONE,: STATE PLANE COORDINATE N SCALE I'•100' mom ST 4291 OM 03/05/1007 4101000 01 IA — 011Airf TOM NM �,.,r PLAT OF CONVEYANCE Iv werniffin P.1 A 15 FOOT WIDE STRIP BEING PART OF THE NORTHWEST QUARTER OF SECTION 29,TOWNSHIP 37,RANGE 7 OF THE THIRD PRINCIPAL MERIDIAN,IN KENDALL COUNTY,ILUNOIS. ra � COMMENCING AT THE NORTHWEST CORNER CF SAID NORTHWEST QUARTER OF SAID SECTION 29,THENCE SOUTH 01 DEGREES 14 MINUTES 08 SECONDS EAST,ALONG THE WEST ' YoiclleLINEOF SAD SECTION 29,479.42 FEET,TO THE POINT OF BEGINNING;THENCE SOUTH 85 DEGREES 30 MINUTES 22 SECONDS EAST,ALONG THE SOUTHERLY RIGHT OF WAY OF illim. WEST VETERANS PARKWAY(U.S.ROUTE 34),170.27 FEET; THENCE SOUTH 04 DEGREES 29 MINUTES 38 SECONDS WEST,15.00 FEET;THENCE NORTH 85 DEGREES 30 MINUTES T , 22 SECONDS WEST,168.76 FEET,TO THE NEST UNE OF SAID SECTION 29; THENCE NORTH 01 DEGREES 14 MINUTES 08 SECONDS WEST.ALONG SAID WEST UNE.15.08 FEET,TO L....-an "P THE POINT OF BEGINNING. LOCATOR R. ' F�PE r y^_M !' LEGEND s•y�ti` ' PROPOSED war 01 ILLY TINE -SR PNo i . PROPERTY LINE = MN. P.O.G ___-9292— YCIwX OK �- 9292.--9292.--_.-__ ---___- 00RRTG WRYER 9C1ON ERIE-.--.-----. -._ 1 EASEMENT ____-__ CENIEYRE WA.Mc leSPOSSUAR/ eel* 04•,104 -Rw Ira R 14 y4 ny �..P «, '��=VETERANS+.._ .._ ni"FPL1p'0"A 0mulm Pu 920coma "'31p'n.,r .."''''''''''''''''''.......::::::..::L....... ROUTE 34) -PARKWAY T1074 INK Ay ••PM`_ 00000 :u:.,,,^ir�-I�E _�a's's S85'30'22"E 170.27 NOT14'08"W 15.08 QaN- 504'29'38"W 15.00 NOTES: T:i'� N85'30'22"W 168.76 I. BASIS OF BEARINGS: STATE PLANE COORDINATE g SYSTEM NAD 83-ILLINOIS EAST ZONE. 3" 2. ALL RIGHT OF WAY CONVEYED HEREON ARE HEREBY CONVEYED TO ILLINOIS DEPARTMENT OF @ AREA OF RIGHT OF WAY CONVEYANCE-0.058 ACRES\2543 SOFT. TRANSPORTATION FOR PUBUC STREET PURPOSES. 1 1 ITS ' 1A A PIRA Ili IT ' Srel 0492* gallro �&i C0N1Y OF AAAQf u MS IS TO CFR01Y SIM I.M01ARL 6 MNIEMER%ISMS PR1ESRaA1 LAND T 49411011 N.2310,MASE SUM:RR RE PROFESS'MORSE°N RE ABOMS MOON AS 45.921 BY RIE ANNE=PUT 8111011 IS A CORRECT M0 01.E REFRESFNTARa OF 15 94E SNO 4Y.M001041L OSTMNES 1 0 FEET OEQ1u MPS RIl3700 RIM M = PROFESSIONS.SENSES EN9 W1 M MO OTO M CURRENT ILLINOIS BMWSTAMMOS FOR A BOUNDARY SUMP.. I I OMB AT AURORA 0010£RES STN 9Y OF YARDS 2007. 1.. 4 m•Mand MISS PROFERp 171 RANO 50wEI R No.3370 SWISS EIOMAIION DARE-N040HR 30.200E PROFESSORIAL OE10)FFR/MEN%NUM 124-003131 LICENSE EIPARRO11 SAO-MIR 20.2007 I It SON KENO.COUNTY IMPS OAR OEStlOPl101 PLAT OF CONVEYANCE WEST VETERANS PARKWAY (U.S.ROUTE 34) SCARE r-100 9A.BY WI Ali (AIR OE/9/2007 OEM)BY NA Ow74.104007 C.nam.LII M 8031*.aww". \ 6 ✓✓✓✓ { 3 r 0 29 K /ILJ / .../. mvr.. rra.v. yr ` __, s ' '� C No , O -P %� m 0 Z .N I W J I STA: 330+11.77 (HERETOFORE DEDICATED PER DEDICATION RECORDED JUNE 3, 1942 BK. 98 PG. 177) :TERAN S 326+00I327+00IPARKWAY 29+00-+ - 331+00 332+00I333+00 UTE 34) STA: 84+94.23 O23 �, " P.O.B. �� g s S85 30 22 E 170.27 E (PROPOSED CONVEYANCE) 1 iI , = +1,._ 4 0 IV -14 F./.P. SO4-.29',38"W 15.00 N01 14 08 W 15.08 0 0.4o s N85'30'22"W 168.76 I li \ o I +t I � M P = : +'4 1AREA OF RIGHT OF WAY CONVEYAI\ �o U 14t0 0 W I i °\:)1 I o ' W m STA: 80+97.45 , , Ai '� o{T. P.O.C. N8759'38"E 1325.89__ N. R. PER MON. REC. 200600003522 19 20 m & AES PER MON. REC. 81-3533 30 29 U, 0 A —P 0 r mA 'v W 1� N ►KATION RECORDED JUNE 3, 1942 BK. 98 PG, 177) F./P. STA: 330+11.77 VETERANS-4— _ 324+00 STA: 84+94.23 (ROUTE 34) ~— —I- – _1_326+00_ 327 00 32s+oo N8530'22"W 1085.33 PARKWAY---+ - -1_ _ ---1—� _ 331+00_ 332+01 PROPOSED CONVEYANCE _ 32+o I F./,P. 0.23 W, 0.185 100,41111111111111111Mumul F./,P. ► (PROPOSED CONVEYANCE r nF WAY rnNVFYANCF = n.nR5 ACRFS /3704 SO.FT. 0.11 E 3RW°6o ww .. _ SO 3r1-r uimN1 I I .4.•.;'r. D PLAT OF CONVEYANCE RI t' A 15 FOOT WIDE STRIP BEING A PART OF THE NORTHEAST OUARER OF SECTION 30,TOWNSHIP 37,RANGE 7 OF THE THIRD PRINCIPAL MERIDIAN,IN KENDALL COUNTY,ILLINOIS. Cie o/ :y 011,,V4 Yorkville COMMENCING AT THE NORTHEAST QUARTER OF SAID SECTION 30,THENCE SOUTH 01 DEGREES 14 MINUTES 08 SECONDS EAST,ALONG THE EAST LINE OF SAID SECTION 30, f xosmmRr o 479.42 FEET,TO THE SOUTHERLY RIGHT OF WAY OF WEST VETERANS PARKWAY(U.S.ROUTE 34)AND THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 01 DEGREES 14 �9�_- NMINUTES 08 ORTH 01 DEGREESDS 115EAST.15.08 FEET:MNUES 36 SECONDSNCE NORTH 85 DEGREES 30 MINUTES 22 WEST,1 08 FEET,,TO SAID SOUTHERLY RIGHTTNDS OF WAY;TTHENCELEL NITH SOUTH 85AID DEGR ES 30LY RIGHT OF WAY,MINU ES 22 SECONDSS.33 EASTEALONGET; ENCE S ID l"�'nc.An61N _ J; ..� ,,i• S_,. SOUTHERLY RIGHT OF WAY,1085.33 FEET,TO THE POINT OF BEGINNING. r 1 , 11—'F 7 ,2 LEGEND � + ,k\ tW 9IN.A..64'1WA'NUir1ya PROPOSED RIGHT OF RAY LRE y,.N_ 4'.IRif"^ 'i a /,i PROPERTY UNE 1*3011 EN WARIER SEDA11N UNE EASEMENT -'--- CEN1EWNE WW) �. A +. NOTES: el I 8 12 1. BASIS OF BEARINGS: STATE PLANE COORDINATE P SYSTEM NAD 83-ILLINOIS EAST ZONE. 2. ALL RIGHT OF WAY CONVEYED HEREON ARE HEREBY CONVEYED TO ENT OF � sIII. W£ST Anderson 1r Mikos Architects ltd. 1 urwn• auraOne Parkview05200 17R'lifl E2n0 S5ree,.Suite 300 ` Fern same OakbrookTel.63,Il573 50 101 Tel.630-473.4149 s Fox 630-573_5176 4. Nair Aittng t.�. e 111:.1T. '!A Rush-Copley 11.1.a1T�L:i1` :til'i •.f... ..ff.... I if1�1�41.r-Ail ,i.,,7 Healthcare Center sll'....j."_il 'Iii n..• _''.Li:: IE:h.[G=tl �1 PUN ,. it Yorkville,IL o11 rt13n1}!:�i fnu.,rn x.mr [J,� II CIIMMEL V= 07:"'IT Nfid NLESS ULM u N k +-§ { .1 lea i n, tL hs I+� i �6[ll:Iar a a : rT` a . !i: tI E. , + ,, .•.n..n•f'p.-f.. Pi:. .ix t }4 t z e :AVI x r f r ..;: 1 4° Z, ... ? .. . . ....s, :E_x igi • tea,„• • O ELEVATION L WATER FEATURE SIGNAGE AT INTERSECTION- • • E VETERAN'S PARKWAY AND BEECHER ROAD a-r • O n......r,r • • AMDC :srcm M • •a En= e - • • a .111=.: I L�::7 amr • �,...,_ i- Alli C6NICON,Ltd. it..:�t:_�f�,1�::..tll�:'71::::�I:"J. �'=EL`�......"T._. ._:::-1::I-':iirtl .:11, 111...:.111 l -_.._ .nu TMxmnn�ii • . IIf 1.011 ial lj11�1 if:1:.1.iiiii.{ '11:1 .IHIll g�._R.:NER,1ro. • Ir ilgI,i ;lt.i( II II 1: ,,71 ,:,. • VIII - t rill`�I lit .1 It:. l.1 it1El [l jt:::Ilk ill Ili II :I, IIIA- 11...I l.:.:S1t..IT:1 1t-E�:.:11:r COPYRIGHT ® AIM 2006 • • • • d • • a •• • • ▪ . t• • 1b • 1 � •• • • • • • • • •Q • A • •oq- auuf,xx 7:4- v awr O WATER FEATURE SIGNAGE WALL SECTION iEl � wan uur.e.r .(if 72 110'y-4-" ! irJa'0 t6b6 MOO 1.11 gecM• ill ri,..,,. ,4 I I .*#'44.z SITE SIGNAGE iI ) AND DETAILS ,, ,GT. O SITE PLAN Al-1 L p:�Iarx Anderson Mikos Architects ltd. EOne Parlolew Plaza 1711.110 226d Slreel.Sane 200 Oakbrook Terrace,Illinois 60101 Tel.610-573-5149 1 8 ex 630-e73-5176 1.-•Vs.'9 . I ofMN ..111i1.. I I I Mt, I I _ tr777.-..7sEist----- , I Rush-Copley I 1:1 : :::: ::::: 1 Healthcare Center g -.. ' ......................IP.i••111....•i.os.la.Iiiii IP. 1 - .,,v,L0,4 Yotkville,IL BUILDING ELEVATIONS-NORTH ed.P••••• 1 I . .t EL,1750.. II I= .111111.11111 IIIIIIMMill .illllin Ikla..-.1111ME=. Ili. I .71.7.A• ............._ n,,.:.....„ ...L.744 rri=== BUILDING ELEVATIONS-SOUTH mad=I= sum r PIP,41. CZ====111 leg FTC0121,Ltd.0111 TiVagiV . , . .• . ai...:7,0 COMIC,. 0 0..2006 r LLS__ 1 i ......— — il 1-I •Fr-L "MEI' .. .. , 1 .7 - -..7r.......... alIFIIIIII [ II - '. I-- .L.wv• WM. BUILDING ELEVATIONS-EAST Data DeePoploon D''' VW•I We ZWP10 VIZ.! v.... OTtr" •1 eL.677:9 ..11111111. I I 1 1 I 1-1-1 ET- • .... .....M. PL.ear 6 9 : Igl a _...._ -1,--- ___ I I ELEVATIONS LONG TERM CAMPUS PLAN I-71 .LL.711. BUILDING ELEVATIONS-UEST MULL r.../PAPP A4-1-2 L : • Anderson Mikos Architects ltd. EOne Parkelow Plena 170410 22nd Sire....10200 Oakbrook Terrace.11110611 60181 Tel.630-573-5149 Fax 630-573-5176 00.0 I I I I I I I i I I I d irN 0 0 (7 p 0 p 0 9 0 Q Q , , , , r iia .iiiii Rush-Copley 1 !!1.1 I Heyaohrhkevairiete,C17 ter i , A krzi a II I I .00 1 I 5 3 0 1 . • I : • O. . 1 . , . lw!!„ sr, --- ! 1 , , 4,... i .........., i I i To I FAR" _ 11110 ti : , EV'hj , 4 • 0 i i 1 ! . • 1 ! I I I I i I AIVIDC tt•::;,:x. kid 1 NAITAR&MITA), I ® LEYE L 2,3,4 PLAN g rws SIMICTUIVAL EXPNLVIS iI}0 t nel t 51.1 MCI.kb. rt,T,FT,1..td. ..— f ....,. 1 1 1 1 I I i T T 5-) 0 1 T 9 9 (i) Q ecp I ..,°ono womoar0 -11•. a PARTNERS.urn. : :• i 1 I I i i . ! I . i 00671100 0 AMA 2006 nee. s 0 •Z +;A 1 f 1 : 11•11,106 - f 1 AMMOUi _ 4 ,4_ !,,g v,.. ) t ) .4— raw.,STALL COUNT ,t 43 ! , ——. 4,..,--.. ! . - LRAM• % WAWA! I 1 /8 i LEVEL 4 t22 polo ,. 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MadaraMon mann. annmanbown T inam en Mt a im Mamas 11.....i. • Ce.r. gxgty. mom Bowen'provides.n Pr AMA 2006 3 Madded Madam rMm4 110 041,1.4 tM'qb toms ° Ram mnipli orelos NA.1xn rr. Wel maw a mama mmla mR 1 maim aawb gt, �„ _ DOM- 01/0001 x4.'44 MR R CONSMlcMw m PMI.1IrrMrw4 TTAtls4TSIONS s 104a.M'1M el.Ti.MM41 1/ UMW. '1 '/11/41 IPyy v MrAMMO OM menr.Tx4 eMMMM I 1 I I IIA0A1 SO io FORREASONSCONSTRUCTOR lK IRT ft CAM MOW u erammar Iy1y !SOSO FOR ANAL a �aM ONSM niCOMM 4 PM4k NW hen. W� n' G04n 1.4:___,',. • 01/uPo4 MINCE FOR COOS ODELOS017 Sup.11340 row. CW 14.1 M ormwslwalina 4444.44--aw4-ie • MwntlM aqM • 11 f.1 No/00 MHEM0TC oEEON MINCE A..p.e..In.n.pa 1 i�:-�- - One 0..10000, DPM.14Ta1m.atl: Cat en AM 0.1 044 A.. AM luminaire.Swmc.If most 4 9- pain Son e c.NMa..Lam o*to- pt 1200 IOW a.1, Law :1,v ,,,„Reny onwll.d on e' A M/1y.5 Milmeadannama 14.M TW.n me Tm aamionam.A m withrh 27 Odes. Nen:enn Ncop:d 10 . �'�� g"1, ma6io�o lwmml6 Lans with m..una..d Manx,ormen✓��+v gm. 7 ea.eO v van M1e 1W Lwa 4M:s�eVn.14aR4ree:aww Lee lwl..n ® m:N�e�tl.wk. .v 404 g ./ • %mw. wu10m4g Lennon 4 'r)��I i,i °0°Opon° • ,On mein.een a . a. eUMW NM...w a t . H°m.e.la on�4..gawe v�.n.n.w4..a4 1, T\ the economy I 6 P msof 4Meicost�°4ag r cam: IMS Inn RAA en.01se mon nenwn 10•07. • 4"" L: -.; 9 OptlwMI Sidi earl Cala ROC 04 +�Il i,/- a.p4ew..M..r A b.Nun wee bele M.4.a op Y. Csewn nM.e4:nweAaelere.e-s.E.eabbY4w.aFr 2 \ ,. - - MPYAwA..ea WYq.r4eonly Brener uwAme..nnm. 70 Opb141 minis w w . we 34ov On 317V NW •a w r t a ORAOE 10o ' T--, ....e... "- - --- - - -- -----_----_____,.. _ _ _ -__.. PHOTOMETRIC SCHEDULES SE2-3 L C/7). United City of Yorkville Memo "6 800 Game Farm Road jr- EST.k 1 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 0� 3 3 Fax: 630-553-7575 117 <CE `w Date: April 13, 2007 To: Charles Wunder, AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman,AICP; Joe Wywrot, PE; Laura Haake Subject: Zoning Review of the Final Plat of Subdivision Dated March 5, 2007, the Final P.U.D. Dated March 2, 2007, the Building Elevations Revised December 20, 2007, the Site Signage and Details Plan (Not Dated), the Parking Garage Plans Revised December 20, 2006 for the Rush-Copley Medical Office Building—SP06.0043 Zoning staff has reviewed the documents above for compliance with the City of Yorkville's zoning and sign codes. Staff found the following issues must be addressed before the plans may be approved. Final P.U.D. 1. Per the Illinois Accessibility Code,parking lot 5 requires 6 accessible parking spaces. Building Elevations 1. Sign permits are required for the wall signs proposed on the east and north building elevations. 2. Page A4-3 shows the details of a "Garden Wall at Northeast Corner." The exact location of the Garden Wall must be specified. Is this the same feature as is proposed at the intersection of Veteran's Parkway and Beecher Road? Site Signage and Details Plan (Not Dated) 3. A sign permit application must be completed before a permit may be issued for the monument sign at the northeast corner of the property (8-11-9A-1). A plat of survey, including the dimensions of the sign from the property lines must be submitted with the application, along with any electrical information if applicable. The sign must be outside of all easements and outside a 25-foot vision triangle. 4. The height from grade must be labeled on the plan. The maximum height of a ground sign is 6 feet (8-11-4C-2). 5. The dimensions of the sign face must be labeled on the plan. The sign face is measured by drawing the smallest rectangle that will encompass the limits of the writing representation and the emblem on the sign structure. The maximum area of the sign face is 100 square feet(8-11-4C-2). Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Commercial Plan Review\Rush-Copley Medical Center\Zoning Review of Final Signage,Plat,Plan 3.30.07.doc 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. March 27, 2007 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Rush-Copley Healthcare Center Phase I Plat Reviews and Photometric Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have received and reviewed the following items related to the above- referenced project: • Photometric Plans for Rush-Copley Healthcare Center prepared by Anderson Mikos Architects, Ltd. consisting of three (3) sheets dated February 16, 2007. • Various Building Elevations and Site Signage Plans prepared by Anderson Mikos Architects, Ltd. each of which are undated. • Plats of Conveyance West Veterans Parkway (U.S. Route 34) three each, each consisting of one sheet prepared by Cemcon, Ltd. dated March 5, 2007. • Plat of Dedication Beecher Road consisting of one sheet prepared by Cemcon, Ltd. dated March 5, 2007. • Plat of Dedication West Veterans Parkway (U.S. Route 34) consisting of one sheet prepared by Cemcon, Ltd. dated March 5, 2007. • Final P.U.D. for Rush-Copley Healthcare Center consisting of one sheet prepared by Cemcon, Ltd. dated March 2, 2007. • Final Plat of Subdivision Rush-Copley Healthcare Center consisting of two Consulting Engineers Specializing in Civil Engineering and Land Surveying sheets prepared by Cemcon, Ltd. dated March 5, 2007. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: PHOTOMETRIC PLAN 1. The average foot-candle intensity should fall within the range of 2.0 to 2.5 foot-candles. The averages shown on the plans do not fall within these ranges. All averages are less than 2.0 foot-candles. 2. The average to minimum average ratio meets the City standard (less or equal to 6:1). 3. The maximum to minimum average ratio meets the City standard (less or equal to 20:1). 4. The maximum veiling luminance to average pavement luminance ratio should be provided and should not exceed a value of 0.3:1. 5. The photometric plan should illustrate lighting intensity values along all property lines and should uniformly show the attainment of zero foot-candles along all property lines. SITE SIGNAGE 6. The retaining wall on which the main entry signage is located should bear a structural engineer's seal either on the plans or as a supplemental document. FINAL PLAT OF SUBDIVISION 7. The bearing and distance from the point of beginning to the point of commencement should be labeled. 8. The legal description does not match the boundary shown on the plat. The legal should be written to follow the measured boundary of the subdivision. 9. An Illinois Department of Transportation certificate should be provided. G:\Public\Yorkvi11e12D05\YO0528 Rush-Copley(Conover-Fisher Property)\docs11wywrot1D.doc 1O.The Surveyors Certificate approved by the City should be used. 11.The City Clerk certificate is required. 12.The City Administrator certificate is required. 13.The width of the existing John Street right of way should be shown. 14.The 15-foot easement line should be shown and labeled along the west line of lot 1 near lot 2. 15.The total area of the subdivision does not equal the 3 lots totaled. If right of way is included in the total it should be indicated in the table. 16.The west lines of lots 1 and 2 are transitional yards and therefore should have 20' building setbacks unless otherwise provided for in the P.U.D. agreement. 17.The minimum side yard setback for lot 2 is 20 feet unless otherwise provided for in the P.U.D. agreement. 18.Access Easement Provisions are should be provided. 19.The 30'X12'Access Easement should also be described as a P.U.&D.E. 2O.The width of the P.U.&D.E., on the west side of Beecher road with a centerline bearing of N83°56'59"W should be dimensioned. 21.All storm sewer should be located within a P.U.&D.E. 22.The Interim HWL should be placed in a temporary S.W.M.E. Easement language should be developed that indicates that this easement will expire upon the development of Phase II of the Rush-Copley Healthcare Center. 23.Blackberry Woods Subdivision is incorrectly described as Blackberry Creek, LLC and should be corrected. Plat of Dedication for Beecher Road 24.The name of the Plat should be corrected in the title block to read "Beecher Road". 25.The County Engineers Certificate is not needed, however; the City Clerk and the City Council certificates should be provided since this is going to be dedicated to the City. G:IPublic\Yorkville120051YO0528 Rush-Copley(Conover-Fisher Property)ldocs\Iwywrotl0.doc 26.An Illinois Department of Transportation certificate should be provided. CONCLUSION In light of the meeting that was held with the City staff, Rush-Copley representatives and the design team on March 21st; we anticipate that revised plans will be submitted to the City. We ask that the comments issued above be incorporated into this next set of revisions for review and approval. If you have any questions or comments regarding the above or should you require additional information, please feel free to contact our office. Sincerely, ENG EERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G eller, P.L.S. Project Manager pc: Bait Olson, Assistant City Administrator Mr. Travis Miller, Community Development Director Charlie Wunder, Urban Planner Kevin Serafin, Cemcon, Ltd. Jason Xi, Cemcon, Ltd. JWF, EEI G:1Public\Yorkville120051Y00528 Rush-Copley(Conover-Fisher Property)ldocs\Iwywrotl0.doc 52 Wheeler Road • Sugar Grove, IL 60554 lit1611 TEL:630/466-9350 FAX:630/466.9380 www.eeiweb.com Engineering Enterprises, Inc. March 7, 2007 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Rush-Copley Healthcare Center Phase 1 Final Engineering Plans United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following on-site and off-site plans submitted as part of Phase I of the Rush-Copley Healthcare Center: • Site Development Plans for "Rush-Copley Healthcare Center — Phase 1" prepared by Cemcon, Ltd. consisting of twenty-one (21) sheets dated February 9, 2007. • Street Pavement Improvement Plans for Rush-Copley Healthcare Center Driveway B Intersection with U.S. Route 34 consisting of 29 sheets date February 14, 2007. • Street & Sidewalk, Pavement, Street Lighting and Drainage Improvement Plans for Beecher Road consisting of 18 sheets date February 14, 2007. • Final Phase 1 Storm Sewer Sizing Calculations dated February 6, 2007, with the Final Phase 1 Engineering Plans dated February 9, 2007 for the Rush- Copley Healthcare Center, as prepared by Cemcon, LTD. Our review of these plans is to generally determine the plans' 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. Our recommendations and comments are as follows: GENERAL NOTES 1. All references to the IDOT Standard Specifications for Road and Bridge Construction should reference the January 1, 2007 edition. 2. Granular trench backfill references should specify CA-7 as the allowable course aggregate gradation. Trench compaction Method 3 — Jetting/Watersoaking is not an allowable methodology and should be deleted from the notes. 3. The detail for "Concrete Curb @ Walk" found on Sheet 5 does not conform to City Standards. The City has no current standard for concrete pavement or for concrete pavement poured monolithically with curb and gutter. The sidewalk thickness is deficient and lacks aggregate base as required by City Standard Specifications. 4. Typical pavement sections found on Sheet 5 should be revised with IDOT's new bituminous mixture designations (Hot Mix Asphalt). OVERALL SANITARY SEWER AND WATERMAIN PLAN 5. Additional hydrants should be provided between H5 and H1, near V2 and V3 and near V1. 6. On Sheet 13, the existing water main should be labeled as 16-inch instead of 20-inch. 7. All water main conflicts with sewer should be clearly identified with invert elevations of the upper pipe and top of pipe elevations for the lower pipe at all conflict locations. PARKING LOT GEOMETRIC PLAN 8. The main aisle between Driveway A and the entrance circle should be 27- feet back-to-back. 9. The southernmost aisle in the main parking lot should also be 27-feet back- to-back. G:1Public\Yorkville120051Y00528 Rush-Copley(Conover-Fisher Property)ldocs\Iwywrot08.doc PLAN AND PROFILE 10.At Valve Vault No.6 on Sheet 37, the plans call for an 8" x 10" pressure connection to be made on an 8-inch water main. This connection cannot be accomplished. The plans should call for an 8" x 8" pressure connection and an 8" x 12" reducer. The proposed 10-inch water main should be revised to be proposed 12-inch water main. The City does not typically accept 10-inch water main due to maintenance considerations. Graphically, the proposed vault should be shown slightly east of the existing 8-inch main. 11. Fittings should be avoided where possible. All necessary fittings should be called out on the plans and should be identified as being mechanical joint (MJ) fittings. 12.Where proposed storm sewers are passing over the proposed water main, the storm sewer should have the proper caliout to illustrate that it meets the standards for water main protection. 13.Water main lowerings (dips) should not be accomplished through the use of fittings but should be accomplished by allowable pipe deflection only. The Water Main Lowering Detail on Sheet 46 does not comply with this standard and should be revised. 14.The Revised Engineer's Opinion of Probable Construction Cost (EOPCC) is satisfactory. However, separate EOPCCs for the Beecher Road Improvements and the Route 34 Road Improvements were also submitted but only the Beecher Road Improvements are included with the Rush-Copley costs. Will the Route 34 Improvements be included as well or will it be separate? Also, the total amount changed and a Letter of Credit must be submitted for 110% of the total amount, which is$2,849,550.00. STORM SEWER SIZING 15.Data for pipe MH2 to MH19 should be shown in the plans on sheet 28. 16.The stub pipe sections should be labeled in the plans to correspond to the stub names found in the report. 17. Invert data for the stub (3) that flows into MH15 should be shown in the plans. 18.Pipes 46 to MH19 and stub to 46 are shown in the report, but have no data in the plans. 19.Calculations for the stub that flows into the NW of IN85 should be provided in the report. 20.The diameter(in) of the pipe stub4 to IN11 is shown in the plans as 10, but PP G:1PubliclYorkviIle120051Y00528 Rush-Copley(Conover-Fisher Property)ldocsllwywrot08.doc the report shows 12. 21.The diameter(in) of the pipe stub3 to MH15 is shown in the plans as 10, but the report shows 12. 22.MH64 is mislabeled as MH62 on Sheet 33 of the plans. 23.The slope (%) of pipe MH74 to MH61 is shown as 0.20 in the plans, but the report shows 0.34. 24.The slope (%) of pipe MH60 to CB59 is shown as 0.20 in the plans, but the report shows 0.46. 25.The length (ft) of pipe MH97 to MH94 is shown as 85 in the plans, but the report shows 100. 26.The following storm structure invert elevations (ft) should be revised so that the plans and report are in agreement. • MH3 -SW is shown as 625.58 in the plans, but the report shows 625.10 • MH3-N is shown as 625.10 in the plans, but the report shows 625.72 • MH61 - NW is shown as 626.34, but the report shows 626.25 • CB59-shown as 626.08 in the plans, but the report shows 626.00 • MH94-W is not shown in the plans, but the report shows 628.99 • MH56-the invert data in the plans should indicate the invert directions 27.The following storm structure rim elevations (ft) should be revised so that the plans and report are in agreement. • IN104-shown as 632.10 in the plans, but the report shows 631.90 • CB105-shown as 632.10 in the plans, but the report shows 631.90 • MH67-shown as 632.30 in the plans, but the report shows 628.30 • MH57-shown as 632.40 in the plans, but the report shows 631.50 • MH56-shown as 632.40 in the plans, but the report shows 631.50 • IN100-shown as 632.40 in the plans, but the report shows 632.30 • CB99-shown as 632.40 in the plans, but the report shows 632.30 • IN96 -shown as 632.50 in the plans, but the report shows 632.30 • CB95-shown as 632.50 in the plans, but the report shows 632.30 G:\Public\Yorkville12005\YO0528 Rush-Copley(Conover-Fisher Property)\docs\Iwywrot08.doc STREET PAVEMENT IMPROVEMENT PLANS FOR ROUTE 34 GENERAL 28.The expiration date for the signing professional should be made current. EROSION AND SEDIMENTATION CONTROL PLAN 29.Inlet protection should be shown at all inlets and ditch checks should be provided as needed. PLAN AND PROFILE SHEETS 30.The following storm sewer lengths should be revised: a. Between MH 46 and existing MH: scaled as 44 feet, called out as 49 feet b. Between CB 123 and existing MH: scaled as 51 feet, called out as 37 feet. The slopes of the pipes and the inverts at each end should be checked and revised if necessary. 31.Storm sewers should be shown in the profiles, especially where pipes cross under the roadway. DETAILS 32.The erosion control blanket detail is missing from the details 33.The detail for storm sewer in paved areas lists jetting as the compaction method. Jetting is not an approved method of compaction in the City of Yorkville and should be changed to be mechanical compaction in 6-inch lifts (Method 2). STREET & SIDEWALK, PAVEMENT, STREET LIGHTING AND DRAINAGE IMPROVEMENT PLANS FOR BEECHER ROAD GENERAL NOTES 34. United City of Yorkville Park District requires six inches of topsoil for areas being reseeded. Note 1 under Soil Erosion Control and the Typical Details should be revised accordingly. 35.Compaction of all backfill materials should be by mechanical compaction (Method 2) only. Note 19 under Sanitary Sewer, Storm Sewer, Watermain should be revised accordingly. 36.The expiration date for the signing professional should be updated. G:\Public\Yorkville\20051Y00528 Rush-Copley(Conover-Fisher Property)\docs\Iwywrot08.doc EROSION AND SEDIMENTATION CONTROL PLAN 37.Inlet protection must be shown at all inlets and ditch checks should be provided as needed. PLAN AND PROFILE SHEETS 38.The inverts of existing storm structures and/or those structures included in the Rush-Copley Healthcare Center should be called out. 39.All sidewalks should be 5 feet wide. 40.The sanitary manhole at Sta. 79+80 should be adjusted or reconstructed as necessary. 41. Elevations should be provided at the beginning and end stations of the improvements. 42.The profile grid on Sheet 9 is missing elevation labels. DETAILS 43.An erosion control blanket detail should be added to the details 44.The detail for storm sewer in paved areas should be changed to indicate mechanical compaction in 6-inch lifts (Method 2) as the allowable method of trench compaction. CROSS SECTIONS 45.The cross section at Sta. 80+00 has what appears to be an irrelevant number in the parkway. Please revise as necessary. 46.The centerline slope and the edge of pavement slope for Sta 82+50 to Sta. 83+89.79 are the same yet the cross section shows a constant slope across the roadway. ENGINEER'S OPINIONS OF PROBABLE COST 47.The Engineer's Opinion of Probable Construction Cost (EOPCC) should be revised to provide for 12-inch water main in lieu of 10-inch water main. An item for water main fittings should also be added to the water main quantities arid the pressure connection pay items should be revised in accordance with review comments. There does not appear to be any consideration in the pay items or the EOPCC, in general, to cover the probable costs for dewatering during underground work. We therefore recommend that a 10% Contingency be added to the revised Total Phase I Improvement cost. The required Letter of Credit would be based on the revised total cost. We anticipate that the Route 34 Improvements will have a separate security. G:\PublicWorkville12005\Y00528 Rush-Copley(Conover-Fisher Property)\docsMwywrot08.doc The EOPCC for Route 34 should also contain a 10 % contingency prior to calculating the required Letter of Credit amount for that work. We recommend that the items listed above be addressed and that revised drawings and EOPCC's be submitted for approval. If you have any questions or comments regarding the above or should you require additional information, please feel free to contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. e William E. Dunn, P.E. Senior Project Manager pc: Bart Olson, Assistant City Administrator Mr. Travis Miller, Community Development Director Charlie Wunder, Urban Planner Kevin Serafin, Cemcon, Ltd. Jason Xi, Cemcon, Ltd. JWF, EEI G:1PublicWorkville\20051Y00528 Rush-Copley(Conover-Fisher Property)%docs11wywrot08.doc , ,., ° �'r aUnited City of Yorkville „ �,,. 800 Game Farm Road 1836 Yorkville, Illinois 60560 t 1 ,, ., Telephone: 630-553-4350 "- .' Fax: 630-553-7575 PC # APPLICATION & PETITION Please Check One: X Preliminary Plan X Final Plat Development Name: Fountainview Date of Submission: 3/15/07 1. Name of Petitioner(s): DTD Investments, LLC Address: 2250 Weber Road Crest Hill, IL 60435 Phone Number: 815-744-8789 Fax Number: 815-744-0906 Email Address: tomichgroup@yahoo.com 2. a). Street address and physical location of subject property: 6684 Route 47 Kendall Township, Yorkville, IL 60560 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 4.2214 3. Contact Information: Name, address,phone number, fax number, and email address of person to whom inquiries regarding this petition may be directed: Daniel J. Kramer, 1107A S. Bridge St. Yorkville, IL 60560 Attorney: Name: Daniel J. Kramer Address: 1107 A. S. Bridge St. Yorkville, IL 60560 Phone Number: 630-553-9500 Fax Number: 630-553-5764 Email Address: Dkramer@dankramerlaw.com Page 1 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 Continued-3. Contact Information Engineer: Name: Todd Roberts, P.E. Merit-Corp., PC Address: 126 S. Main Street, Oswego, IL 60543 Phone Number: 630-554-6655 Fax Number: 630-554-7788 Email Address: troberts@merit-corp.corn Land Planner: Name: Mike Schoppe Address: 126 S. Main Street, Oswego, I L 60543 Phone Number: 630-551-3355 Fax Number: 630-551-3639 Email Address: mikeschoppedesign.net 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" enveloped. d. One CD containing one electronic copy(pdf)of each of the signed application (complete with exhibits), preliminary plan or final plat, landscape plans, engineering plans. 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. Page 2 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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: 3/1 1 (} Petitioner(s) Signature: (All legal property owners signatures or thei,aut .rized a.en (i.e.Planner, Petitioner's Attorney,Engineer)must appe r on is app ' .tio .) / r • ii% WMil, • Or Subscribed and sworn to before me this I S[1 day of , 200-7 . COPOQIn 4filieeAl Notary Seal THIS APPLICATION MUST BE NOTARIZED. Page 3 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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, Community Development Director, Sanitary District Director, City Engineer, Building Depatintent 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 4 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 Step 5: 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 6: 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 !epu q C .rk f ited City of Yorkville, 11a2 Game Farm Road, Yorkville, Illinois 60560. / _-/_/ Date Si:,'r= itio 41....."//9 1 Page 5 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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 6 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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 7 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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 8 of 8 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 LEGAL DESCRIPTION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 4 AND PART OF THE SOUTHEAST QUARTER OF SECTION 5, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,DESCRIBED AS FOLLOWS: COMMENCING AT THE NORTHEAST CORNER OF THE NORTHEAST QUARTER OF SAID SECTION 5; THENCE SOUTH 89 DEGREES, 40 MINUTES, 05 SECONDS WEST ALONG THE NORTH LINE OF SAID NORTHEAST QUARTER 655.52 FEET TO THE TANGENT CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 EXTENDED FROM THE SOUTH; THENCE SOUTH 1 DEGREE, 44 MINUTES, 07 SECONDS EAST ALONG SAID TANGENT CENTER LINE AND SAID TANGENT CENTER LINE EXTENDED, 3511.16 FEET; THENCE NORTH 89 DEGREES, 29 MINUTES, 40 SECONDS EAST 548.60 FEET FOR THE POINT OF BEGINNING; THENCE SOUTH 89 DEGREES, 29 MINUTES, 40 SECONDS WEST ALONG THE LAST DESCRIBED COURSE 548.60 FEET TO THE CENTER LINE OF ILLINOIS STATE ROUTE NO. 47 AFORESAID; THENCE SOUTH 1 DEGREE, 44 MINUTES, 07 SECONDS EAST ALONG SAID CENTER LINE 489.07 FEET; THENCE SOUTH 86 DEGREES, 11 MINUTES, 02 SECONDS EAST 575.53 FEET TO A LINE DRAWN SOUTH 4 DEGREES, 21 MINUTES, 07 SECONDS EAST FROM THE POINT OF BEGINNING; THENCE NORTH 4 DEGREES 21 MINUTES, 07 SECONDS WEST ALONG SAID LINE 533.53 FEET TO THE POINT OF BEGINNING(EXCEPT THE SOUTHERLY140 FEET,AS MEASURED ALONG THE EAST LINE THEREOF AND ALSO EXCEPT THAT PART CONVEYED TO THE PEOPLE OF THE STATE OF ILLINOIS, DEPARTMENT OF TRANSPORTATION BY WARRANTY DEED RECORDED MAY 8, 1990 AS DOCUMENT 90.2884) IN THE TOWNSHIP OF KENDALL,KENDALL COUNTY, ILLINOIS. rr CieIIP4' 91awN:-C 3 m08 N ZOO>yO n 0P aaa�o m IS I I 0 1 ourir= OFIRa333 a E s73 . 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', 7 , • , , _./ 7 j ', , d / / / La I;A ',. , , I, 1 -I .• ii I ,','-. -:,! ........„, ., , , ii / , / / / 0 -5 a, SAN.MN.NO.1 I ' I • ,,,, I . VI 1202 '. • ,I: . .• .. . , = I IA -'----------..,....-.-------.....-... ' ' ; cst RIM=IAAT0.1 EX . TAPPING SLEEVc W/6 •. , -',. -•,, / -'-', .. ,,, ,• / '.'1. \ ./NI •,"' 's r -Nr----.„...ry IA INV..693.58 VALVE d VAULT . .. • .,, . , , il :`-'. l'' ,.. ., k i, H.,.c zi,' li 1,/1' /.// /'/ / .k.)4e,.. cls'' 0 (1) ' LEGEND CONTRACTOR TO !I I _-5.114' - - t, ' 1 4.5.,A 1 .,, NI I VERIFY IN FIELD • •• • ...Ai so,.,, ' ' , A,--- ,, • .-,-___ _ .s., . . , 4 ,-*\•'..- - - - ..7,-L:- ---- -- -_ _____i,,gi, , --N \.,- xsi_...------ir-Lifivry -7°Filig..i4-9:-.4----- .-Ricii.4.1---TY4507---i.1.-:/1 ---../7-''17:7 ' ' / li'' I\ ' ''''' 41/ ' / ' .iii1A- il__-: •---- --v.--- / /- ----- / t, : =Li: ; - " 4-tr-Ir D.t.crcs2 \ \ .....$114=70630 1. •.,•••••,,,I EASEMENT ,,-3,,, ___I Ri‘L,.NSV.,;44„ ---- I )-1 / / / 1..... -E To 6'- PROPOSED EXISTING (2)g IR1(=694.23,... 1., ,..,...-.., _4411.1022M9511.1310t__1:,:)...... .., --- ' -.7,-/,'._,Z i . i ,.,,7/ I I ,f ,/ / // sl) .1" m • 0 2 .,-- (, - . - . • • 1-, , , E, 4 go-' 05 ; .44.4,4. i ] /- • ...- 149 LE PVC SDR 26 SAIL SEWER 0 D., ' i „- \ '.."2041., PVC SDR 26 SAM ` • 00. 16 INV=706.35 ••-- ' / IL CV 0 -I 1,117.31411:10 GUM •-' • •17-7-4• .--4-7-=- , ' pail - -.. 77.7.„ ...77-7------- -----. , . . _.„ .1 IT , r ,, , • - 235 L F., --3011-1-5 • / . , , „SI 4404' , / , • • . ''' \64 LF.1.-li.I -4-4•- •• .".".^.".'"`" ---`---`-. 1/1 . . . • - DI!,E.L.52 .,• [.....,,J111111.,•7... ,,... _ 4 As-. ‘%14gmls,jrni-m:, -: • _:,/m,....---:- ,---,---.. ---r-'''-' '' -.-- .'T. -.'..NSE177.71.1717171r.IfY.LT4'Z.. A.' -H 71' ' 4. Fri ._ .....7._,. ._.. -.116. 1=7.-•:4/II.Iikvionimpon-E-mpraimpien-___.____ -catir, 44 z 7,,, 4 N 20 4Q '''..-1('-/ -...--,....- WATIERMAIN • • 1/ . • • •! - I. ,' i .1 i I I ' ---,---- .... , • . ' , . 12 12. ''''''.W.- - ... /'..1^ "1---.-....----s--- • ,''' 1 .1 1.'. ! • ' • '52 LE-PVC/SDR 26 ' . . •-.,. ' .11.121112.P111"jrillalln* RIMi719. 1 ,' A,i 1 "A'. •-o• - '-' ,••• 4.39'..:, . samt••&sex ..-SEWEP.:0-0.5.9% 30 LE 12 '..-. • laZIESEFICr I .'. ....:". • ' - ' •••.- - _ SIT3RM SEWER 0 0.50S . . 1' FouNTAINvEvv.pRNE . ,, . ... __,,18-L.F.._1. ... .,,-...•:::..::!.''' '..... - . . .Z / .:-./. '''-'---,77-7---7--L'---. ----2,' . MEWL 1.!•• •-•!!•-• r..-..... I ! •!I• .11.5,1::= • . . \ 1: ,:i v r 1 . .. tn * 1.1.41*,01.1L . ' -1. ..•I -. . .. • • • \ 1 ' 1 I./.tl --- • .... ..1 • .,1 ......- \ - --`=• . .ni .,. . . . .. WAY.PACK .• ••': !. •. • •• l• ' ‘' ' ! i• !., !! / 7 .! r______..-.....-_____________1, -- > Z z •*- .„ • lANITAKT 1441•4012 • \ INLET TY A SAJ:7717:./..„16.,,..37: ir6 ,,,,;,6,:...„.:14.,72i<7.,,,.../...,,,/i.i.-, ' W •-1 ..., RIM=71040'<..,-•-',...-,":- ,, 7,111-W-77,7 ., , -------- • -,-. ------7- ____,J, , i ." 5 :i D w PINE 1.1131./er t,' .t' .414 . .1.. .... ••.• ..••..\.. '11 .::' ., TY A •,RIM=707.84 ,/ INV=69d v, , .‘P FD• 7.10 5D 1,/".• -'/,' 7-`,,,/..: INV.:706..50 RtABLY4M21-H\/- -7 1- •72-,/ 77-7- -- -- , , INGRESS/EGRESS' , • , - -7. -7--' , 1/// II ./ - :7--,- 0 *AWN W../,‘ 0 / / / • . ' i /. R Li • ,i,..... .. . . ... • 'N. i , i . r 1 .1 i . . • . c .., rNMV:770°3.76a49 \7'1'7°3.84 . -.•.• • - . 1 P.I.N. 400-0/6 ' 1 COUNTY OF KENDALL .5,ARA .//, ,.••,I . l i r / r---1- TT"-i--- .71-.,'.-"''''',' / i. i- j ....j • STOPOINIAMIOIX o , : . • , i .., I ,' • . •. . i 1, -. 1.', I =i .i: . ,..HIGHWAY DEPT.FIELD OFFICE i / ... 111 FOX STREET WEST ! / ' ••/,'.•//,. '/ .' '.., /". ."•/.".1 , ,•- , . i , , /., ••,'•• I / Z ,...--- 5 r.: 0 STORM GT.WIN 0 •: YORKVIU.E.IL 60560 1 ,, ,., /' // // '.,'i 1 ...•'• / / . i I . ' , • 4 , • 1 KENDAU.COUNTY ZONING , .• W STONs014-41.61,MD 111.-110.1. t? I .11 i !.!. . \\ :.i.1 !il.! I •!-.--,..-..•./_, •// / • !,.. ' / / / i .1 tr I 1 I . ! ! • I 12 g z .........„.... -siii . .,, . ---- ZIALL0.01011.110.1NE -COT 3 I 1 1 , : .r, I ' / • ..•' •• •\• ..j,./:: 1 ' ,/ ..- . . / 1 , ' FOUNTAIN VILLAGE OF - .-L '.. 1 i 1 i .. ..,,,,,-....c...., F. /'' / / ' / . . Y06.101d1.1.9DIVISON AI,' I . ;'. , ! i 1 , ''',', 's ..4ontAivwww, ' pv........................... i• . .( \ ! ! d 1 . .-- • •-IL-US••••••-•-. UNIISROPOLINOTOXPRONS1.0* -UG-114•-•-•-• • .i ! !A ! . ! / / ..-!' . • i .•!, \ .a. POWERMMA r.-- - . i 1 1 ‘... CONSTRUCT MH OVER LX.36-RCP • j -'>" 4 ... ,•,- , f ' ,. / / / / / /A / 12111=705.50 „i I I , I i i . ............... . 1 I I l '••••' .. !,:.fr'''1.1,NV‘2013.2.4 1114 V.-200.6.4 ;RI e" .„.., 1 •••• MAN.Z.FLOW AIVIVII ^ . . •19 EINE 1,.. . . PROJECT NO.M060125.1 t 1.1 evotnowneves 41, .1 I 1 ,..I - • , - ADD CLOSED JD i 714W,1* • • J• . ' i ‘ :- ---'---'---' --‹---.---, . . c. I SHEEr NO. 5/9 36T RCP ----'---C---.---c---C..---..__.___e , ----C----C.----__._ I I 1 ! Ill m 1 1,.../ 7 \ ♦ 1 • t I : • • •1104•4 * y J a 6 1i • 1 1 N I + 6 .N AA m r I i 5¢ I I I I 1 .M a yyy 9 ¢ €,.9 9 I 1 ,OO Of•I I I� < m 1 9L7L Nltl '� K�9. y II e I '1 8 a x Ill2x gy 6 e3p p y g a C Ir r�ypH7I ( OO lIL-Wltl 1 5 g. ryh N,..kart ! F C it L . O I2 6 per,a owNd c n i ' ti, bL Air;s • ,w �• I u i ,,..,,,,,...z.....,/,alt-W «9I ,e •• ,� I l i ' £ 1 P 11 � 1 . rI• 5 � I • l a0o® 0 .: COPYRIGHT©2007 c MeritCorp, PC r • s I �z `` SCALE: 1"=30' amens 2 Is: 1 / jt, j ,�„ .. • - - \ x J / DRAWN BY: APD ..YA"y F % UN1 FD,RIBUTARY / ;'t SITF COCAIN - t 'l / / TO FW PoVER /' • - NORTH CHECKED BY: TRD $ STS.., +wy1.11." '. 'woo.: .. 1 ( ir, ., -- 8:.8 I - 1`f/ PIN/S-OS-4W/OD} ao ,\ -x _o '_— SEAL.: p vy \;� M'- '... r FOX VALLEY FARu 6ARTNERSHIP/-���` \� a .w.mF,na ". \,, a .ad..a. S i i - •1 JP _ ,L j 11661155 RIVER OAD t.` -• • / _!"/ P 0 60545 ` /^� I s\i\ l IN FEET) ' f Mrl ZONING �` / I^w30' ' K,N.' �b�. / GRAPHIC SCALE spy g '. . �<� 71-;-/)—},;;'.._--; 1 d ip /, / _ A po I., ' -:: ,.....-. \',*t',,,,..... .. - l . ._ _. .aimr ': I it AWING WALL i / __` ��3•Y_�?•J.II'+'j� 702 �" .. 0 i eamlVaaNnes VICINITY MAP •. mpnsNAvrta .. _ � r,',/ / n'r '.iiooa I ®_��� ' I _�� ' I / -NOT I i ///I/ EXPIRES 11/30/07 • EROSION CONTROL MEASURES // \`t j i"///I' \. ( 1 I S ,.naroGm cvmarnsaa.«wlbep mrrEfame ern m.anslmMGpRmm•sr«enures and Saaaa.brSM :� • 690 - - ® i / �,: Erosion and Sedimentation Lantra M NON:msmm Mods.(revised OAOST)as prepared bytheNaMeasmm Ends - ?'. .._ 1 / Erosion and Sedimentation Can.SberMg Committee,.Ninths Environmental ProleWon Agency's Standards end - : •••• _ I i A�s�ii �j ! / Specifications tar SW Eros.eMsedenenWlm Control.(latest edition).ani In.mrdn=wen.erosion cortraabn. I `�� 1 • 2.Al aaMarmaminmaN,n•nameeumdreeMuleaoaelowawa:aa«pna...egFwacand amr«+r�ama I' \ a. �'h =WO-,'• . ... mc\ 7057.•. �� 705 / I / one M1WYM:ofra'etJ or PeaMr.Any repairs a sediment removal needed b ensure edeV:mM eroGon contra muGb O - - _^ T-- 1,-�� -�-��-�����'�'���', ,FO PIN.05-05-400-013ARTNE o` ` .; i / - `' // /FOX VA 11615 RIVER PROAOERSWP onrnpleled ireneaataN'.Mthe expmree ase davebpadona:ador. J 8' T1I • 3.The wok spa she/he mass paled to provide for paafNe drainage Mal cines during construct/on.Ria grWnsehelnd CC To / 1 4, ,1 I •`•\• \ 1 _ I i ; P MNO.ZONING IL 5 protected ham eroManand mpma4awransame:\ta. `.. ` / . J . • SOL STABILIZATION I I I y :- .1 1.Ed.I9 veg...cover and MP.-caro lapsed and remove ndstlro mg...Meanie W.aea tar Anne Hasa r �, ; -`. FE-1..... 84 : I . \ I \ // VACANT the Incaon designated on M pM. CC' }— Zi%%2 RCP I} _I—``� ,I I :`I \-\ \ .''� n� 2.Temporary aendMp-Imnp%Ty seeding Mal be placed wlNn 15 days b all disturbed areas Mat are scheduled 1 i , . „ - - I \ • / rameln eUlppad Kamm tnmwd�rs M 162. ,t.t - 706- ^O 1- 0.,.............. - - I r, \ .. i 11 y I \1.. '\ LOT 2 I I '' W S.Pm......eai:g.hutalPet...seeding a sad YaladialM'bgoe4:g trefinaaE grading and MN.,pssnNrA - I / 1 \ Nem owner's or miwars muon.sect may xused paareaseed.PamaMrt aeederp Mae tale pbwnr d , 39379.625 SOFT 1 I 1 ZJ non-paved Aronson MAW,esWdinp hose fel aside Ice ornamental landscaping. / 1 -I I I _ I I '.0.90 GRO55 ACRES ` r '�' '1 I 'FOX VJ #0�AR.M PARTNERSHIP O V 4.9bpe proardpa-poNctal saa6g an Mop«wEh meek secured dga blankets.arapimL / \, J,:`' I h. I .. 0.49 NET BUILDABLE ACRES 1 /1,• /� ' • ,1615 RIYER'ROAD I-0 SEnrnENT CONTROL I cep 4I _ I __ FG=706.00 I .• „1- PLNIO,a sos45. d F- W I 1,/ i 1,. 1 I .�� 1 / .� / // I 4-1 ZONING D ,.Protect adjawM prapa/ea ban.mpadipeeanmaeMPnsGnig a.egaMae bulNr Groawlh ON.tanarg I d - • I _ i �-a� - i , _Y V W Name emu.as perimeter a we Ma. I Y AA v I�� I /�/ 11 ..VACAN.j W 7 Z.Ai stockpile areae an•lapraaaae won erosion banters mound n»pamNr a•m Gpamla mea. i .. _ � I 707 . t i \f?1 \ // r �; I �--� 0 3.AfirNMYmNbucted None sewer tmGMee shall be provided web Moa straw bale dope or Ober fabric unser. I - / \, LOT 1 1 • L harms - `. - �I - / 72,476.958 SOFT., '-+-- - i '1 I 4• I - 1.66 GROSS ACRES. \,LII L. —1 // , } 4.Sham bakdbnam50 srel be placed Riirum&every 250b al overland food sondes.rearmed swains,aalr I ! ' dA I --".... ,' `,'• I `\\� I 0.81 NET BUILDABLE ACRES I - .707 '' - n lonthexlin�rMns. I I FG=707.00 / ,I D, I(� 708 _ I Lig 5.N mIWUQan6agc Wad beraM4Redb enter and*we tMm«nctlm sitefxdgh one des40d•bbbed i ,'ori / l�s�l� I / F mrubu6m awns road.SW Nail.construction access NNE samba a a minim.ISO's 30 amebae'3•Gane asp 1 ,. < 005555wgedbrriinbe/etracMq dmbolo Gab.emsd.SAnaNp.a mNdpalbadmg0.The J , }- : t ' i ; / - 1 - j �o I — / Q N Mwbp•rlcantra r i reapareble tarA01X searing ane roadways on«deeded Mlm Plage Engineer. _ \ i ;I `- 0 - I / 0 0 Ib'7D4 - ` \I s.TM devebparlmrta�ma mnowraroMan moa nmamres w1r413o dgam/ra Gtr Wbbabswv-r;99. \� 1 y4, a I I / '�.� ��0 e`t I i / /' CONTRACTOR CERTIFICATION STATEMENT ' SINV-69'. ,�\\�+dI $i I I \ I`V —. r_ aT set :I � n V r� / % / u) CO 0.. I certify erpenaMa taw fa(understand the ams and sandbars a be genera Nalwa Pollutant Oadumse - b1'TPl I .`I ...._.._ _\ I I 11 �-` J f I // // // • O.Cr U ESOrRASon System pentdIER 100'100)1N1•rGrorAeo mesamwaa aedaryns«soaGedwN bMwtrlelamwyhm i \ __-_.— ! I ``•`_•' f I; I / I / / / the construction Gtr MNMbE es part a Efts cerebration. - ` I ' fr ' \ 1 / / 01CO — . a f' I I' m m m DaNdtnb dura 2,o 200T .. ',•�; • I • �: T 4 +v'a snpP.e 11 // // / O BY: • 1- - I I :5 ,- ....I r / ( / / ri. \ 'I i, ~0.97 GRASS ACRES' 'I f ,Ct./ 5/h/ �/ r,/,:s // / 0. O 1 `, i \ "r I \`J 0.35_NETSUILDABLE ACES f '' / m Nel s= _! _ \I ,,\ — _- _ _- — — — —•J ....^ -710 FG71000 ' /" S I/// / es PIenE /'� ® �. 706 __� ----- f- f' ; i I I # �/ / \-.. • �,_ - •- _ _ -709 /- ��� -711...f / / / / /7 ti '1, -� �y // v m m `a LEGEND •�. .\. —�� / ® _ ,ETA I *. r o. m o O PROPOSED EXISTING / \ /" --MMMIIMIIIIIIIIIIIIIIIIIIIN ��� \�� __ 1 I mE_`u " L. 0 w pEwrlsa.maAns - - -I/��if'�ill _ ``_`���� aO- _a�I m / !1. W �� /< i� �L I II \' 'r/ C O N U irrj r� � ®� FVVI4IF►MY111G�9 I I' N 0 -' WATEAMAns ori =— ... • • ! ;r-,(_/----- I.- — —gAs—al— w.,a urs—PAs— •.. I , �� EIT ma —'��lRAt.���_ --- -. --_/ �, i - ( srABluzm /� mu. =terms ,mm i'. ; `., CONSTRUCTION ENTRANCE �/% /- �� �Jj u A r - l/// ,p ssaNr.aE ;.' \ ( P.LN./OS-OS-40D-016 ''// y 1 Ilirill (I� J POKY a� - —. — I • COUNTY OF KENDAu Ts GARB r 1 • 0. W WAu PACK 7 / i i \,HIGHWAY DEPT.FIELD OFFICE '/ / � - I -/ Z m FOX STREET VEST I • w aArNAN we' p • �. YORKVLLE.L 50560 ( '''...‘1"-,' . W Qe '!KENDALL COUNTY ZONING / '/ / J F' 11' ..:NeIN.NT =' ��, i L_'-,-/'...'-% j,_L 1. //7."::-/-//' / I / I re y J m WATER VALVE x. _ �-Lc // L •-/ • Z • STOW KAT Q UI /c / Mwl•ae:,,Tor.AWN o C/ .. .• �i ..a4:.r•rmm / / /./ ' :" J O • enc sea 2 -% N 700.74g.g - 1. ' / . OVERHEAD TELFTI•0•W LAW J •.ADD 0.5ED r —c— _K_K_ g �e O—wIi— wauwwTnE.w.ELAW —w—w— ' 36•RCP ----c_�_E —c tn TO-0•141WW PM ._ MA.IAC.FsOWAERGW .- N''1 I I io OansaoW ROME I PROJECT NO.M060125.1 ® aablEfaEETPROTECTION I - I .. .. i SHEET NO. 7/9 9 I COPYRIGHT©2007 • MeritCorp, PC SCALE: 1"=NTS INLET PROTECTION - FABRIC DROP PLAN ROCK CHECK DAM - RIPRAP SILT FENCE WITH WIRE SUPPORT PLAN DRAWN BY: APD Edge Of Roadway Or Top Of Earth Dike Mesh Support 6' Square (Max.) Fastener - Min. No. 10 Gage. Wire CHECKED BY: TRD I� .�I-� �{ 4 Per Post Required. CT ) I I I 1 1 8' Max quir YP SEAL: 6' MM 2 0• 1 2 Ditch Bottom I <Typ) II _—___�� Flow _�!��•••••` �Y•Trra I HIs° ►������.11��i, 10filaiMMUMMUMillM= E d •• Flow ;n _-________- •�i u •�� i..:�••�_�` �����, f __ _ 1.= MEM=1/�� m Ih) R =o_=== T1 1I■=====■■EM 1-1 Course Aggregn - Riprap 6,J o II�MEM�M=.NM= i�E===c==-� PROFILE « N \I - I � . r 12' Min Excavate And Re-Compact OD v EXPIRES 11/30/07 O Top Of Bonk — Earth W = ELEVATION 2'x4' Frame Width Of Ditch Or Swale � Post Driven IIII-� 6, Filter Fabric Riprap n• 11 Into Ground I Min _ _ I.: ection• Jill �D •��.,r �,.�.• Undisturbed Ground Line \;• \ '\ ` '`� Al'' H f• ` IY`' 3' Mn Wire Mesh In Trench , ,r�ill .�� I f �� Compacted Sackful i\ �. Filter Fabric \� " (Optional) Min ���� CROSS SECTION FABRIC ANCHOR DETAIL CENTERLINE LOOKING DOWNSTREAM CD NOTES; 1. Filter fabric shall Heel She requirements o{'material specification 592 NOTES GEOTEXTILE,Table 1 or 2,Class I,IL or IV and shall be placed over the 1.Wires of mesh support shall be min. gage no. 12. I" cleared area prior to the placing of rock 2.Temporary sediment fence shall be installed prior to any grading work Z 2. Coarse aggregate shall meet one of the following IDDT gradations,CA-1, W CA-2,CA-3,or CA-4. in the area to be protected. They shall be maintained throughout the 0 Filter Fabric / 3. Rprap shall meet 1013T gradation RR-3 or RR-4 and meet Duality construction period and removed in conjunction with the final grading D V0 Vire Mesh 4. Designation A. construction to and site stabilization. NOTES, 5. specifkntiwCoarse n2255tROCK ILL .sip placemeshall be n Method 1 ced n d C ass III 3.Filter fabric shall meet the requirements quirements of material specification EgliiIIIIIH 1. Filter fabric shall Heel the requirement of anterial specification 6. compction. 592 Geotextile Table 1 or 2. Class I with equivalent opening size of D P 7. For added stabRIty,the base of the dam may be keyed 6 aches into the at least 3D for nonwoven and 50 for woven V W 592 GEOTEXTILE table 1 or 2, class I.with an EDS of at least 30 for 8. sok. 4.Fence posts shall be either standard steel post or wood post with a N nonwoven and 50 for woven. See plans for spacing of Gans and H dimensions. minimum cross-sectional area of 3.0 s In. W N maximum drainage to each dank 10 acres. C N 2. The wire mesh shall have a maximum opening of at least 6 inches. ROCK CHECK DAM-COARSE AGGREGATE IL-605CA may be used for drainage D 3. Limit drainage area to the Inlet protection to 1 acre. areas under 2 acres. RESER°. STANDARD DWG. 0 ROFROaz STANEARD Dw6 la. RErflEdCE STANDARD Duo.IQ % Project O NRCS IL-560 PROM moon 4 NRCS IL-605R ""�`` O IL-620v IF Desig ed Date_ moons Date Designed �x- NRCS Checked Date— SET awcorw Dete SLEET i Of I Checked Dote V Sim or a 0. Approved Date_ IWwm�a•ae•lb•w0 DATE 0-n-n ApprwN Dote NN.rAr.eses lon•w,r MTC mn-9a approved (late m.urlwe.e. DATE 3-1-95 - . . 13 25 '£.... n 8. G ...S .1 U) v coI o FD m 2 1 V re `o CL. TYPAR 3201 FABRIC ONG) OR EOUAL L. 1 O C m CV V = m cli 5' 04%:',,,,c. �� .c; :" ,..w ' Y •�.. � 4:':•:�b... !rte . <n Z / 1j11 lI IllUlill \� .r .p•.�.L ��.%���: ` LLj cry O 44 w I ilj1 FILTER FABRIC \ �. �^�, (TY MI'Ea MiMMI �� 1 \X , CEREAL RYE OR%HEAT■■r Ar A r i zi.E. B•OF Y uANDIAAR - .. 0,..v, TEMPORARY CRUSHED LIMESTONE - �%• OATS ■■� /rd r/.■.■.■DSEEDING A TES I.MAINTENANCE-THE ENTRANCE SHALL BE MANTANED N A CONDITION THAT%ILL PREVENT NOTE INLET BASKET SHALL BE USED I PERENNLLL RYECRASS ■■����I��:mJQJ�OIS\O O\■■■ N TRACKING CR FL0%ANG OF SEDIMENT e470 PUBLIC RIGHTS-OF-WAY.THIS MAY REQUIRE PERIODIC AS INLETSOPPOSED DFORR PTO ROTTEECa+FABRIC°N ���MM��M..�� J TOP DRESSING WITH ADDITIONAL STONE AS CONDDIONS DEMAND AND REPAIR AND/OR CLEAN DURING CONSTRUCTION I % I OUT OF ANY MEASURES USED 70 TRAP SEDIMENT.ALL SEDIMENT SPILLED.DROPPED,WASHED NON IRRIGATED / ■■rA■■■■ 3 Z aA 21.FLIER TRACKED INTO -PUBUC BE PLACED EMER TFEENTTIIRE A PRIOR TO PLACING OF STONE '% / I SEEDRIG W �w REMOVED ■/�.7 AV PERMANENT _ - WAY.WHEN WASHING IS REWIRED IT SHALL BE DONE ON AN AREA 3.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TO ENTRANCE INTO � / IRRIGATED ■■�A d�l���h A A= MI DA7ES `J w}I/1 STAB0.RED MTHMTMpueuc STONE AND LARCH HTO AN AAPPROVED SEDIMENT-TRAPPING DEVICE (TYP) \ DORMANT SEEDING ,��//AGI■■■.■■■Ar Z — LO.—.51 4.PERIODIC INSPECTION AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN Q J r l Zt STABILIZED GRAVEL CONSTRUCTION ENTRANCE FILTER BASKET FOR INLETS OPTIMAL SEEDING DATES Z n O 0 Y ui 14.• O ix >, W E PROJECT NO.M060125.1 SHEET NO. 8/9 1 I • COPYRIGHT 02007 r 30' B—B 24' B B MeritCorp, PC SCALE: 1"=NTS DRAWN BY: APD CHECKED BY: TRD SEAL: in ®r�.lr== -- ---__ ---- Pi kliiimiliiiiiiimmortiiiiiiiiiimrali BIT.CONC.SURFACE CSE.(1.5") BIT. CONC.SURFACE CSE.(1.5") BIT. CONC. BINDER CSE. (4.5") BIT. CONC. BINDER CSE.(4.5") 12' AGG.BASE CSE 12-AGG. BASE CSE. COMB.CC&G TY. 86.12(TYP.) COMB.CC&G TY.B6.12(TYP.) TYPICAL COMMERCIAL STREET X—SECTIONS EXPIRES 11/30/07 WA RFOUIRFMEfNTSS5TAI,ROIL( ES.2,N M1°•iMN=Dee*x.RMM Mr'. MVO.M.uE AM ESE MOM Mw.N rr.we.r M.. :s t v gM- W .SOK SPOT h CATCH BASIN TYPE A rr^'r"'� ! ,aT' 1'1-- .Tn,a .w.r.. \�\� (I) cr.- rmr TrT✓ .RMr resew re-in .....rm w�mssm RrT..e�¢.¢r..E ®^m m•••••••••........ Z.W Trr M•MMzrM W �trrswn.e oRrE mr ..ee PAM ��'= a• .....� .r..s.••.��•�� _ Z U © I= .M. 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'„•\Yx708.30 S\,. \v- "-TO'UTUTY -+�` } RM=71 .65'�_ /•' / / I {r/ // / C pLy' �tI1-.1 I co PROPOSED EXISTING - - - - .. ()51P•`1RY=69423 \ EASEMENT i $ INv=7 / / / : I 1// ` 'M &• O �_ /,,'•• • • • • . E'. a ENT' �\.. ..� SAN.MH.N0.3 1 SAN:-iai.N0.4 C6.tt'A T / 1 / ,'/ I k" / c m 2 PROPERTY 40 •0 RM=7t6.2 -.M=710.58 .111:=M'''1..1°6:.-7::35°-..5-1 'RIM= 111-1.'. ?/'7�r p � _149 LF..PVC SDR 26 SSAN.SEWER O 0 i • -. +�T 204 A PVC SDR 26 SAN. 00.44% INV=69113 MV=69.35 INV=706.35 / -� / I // // Mj N ca d O J --'--c--�_ •two,acwaa -�--<_ r f 1i.- \ �•sOAaiGYT-�I�JM:1.:9•:`a?•at i,^ - 1" C, .�.� --� X35 L���vC.A-1,7C--SDR / i -Mt� V-i- .. 64 i tj '�. a a; _ �-K� . .. __ .00 _ `n.t0.13_IP+ j _� _ wM1,•.aL..+e. -<-�.- 7.. ,• . �)� -•�- -- '�-"r---� unu r L- N 4p / i1 I 0.},..1.5� �7 • /• �/- �. �c 4 1 -� w.,uN,a+ �� _-�� VO•- - .E '.. V5' *Rma+6'-. • -w-•M;- c.•M..D -D.D-F•M- • '' '''/ ...„ cr.� .. ', 1• _ � • -0 y • ?34_'0. CF PVy SDR26 12 /7-4-•-•. ALF.1? ... ...r4 LF.-12�D.1.QL,',�- �a -M7120. •• 5� ..�..• SEWEJ2 F ••.on•c•u1a.w - • 52•L • O 5.668 • . DRIVE. - _ • STORM O OSOR • .. reaxzue K.aly-fisax - F-Vyl�1��L�1�.�11//�1 48 LF-1 ... ... .. .... 7 - FWNV1 - L �� {y r`1•%-1 0 warm=1443•331.4 0 L_ ..k1 :�+ ,\ INLET TY A RII.ISn nfl' ,� $ '� -'____ --`---- t (' ,-----•••• W Z z -'7'41-7-.11•-.'• ae. • INLET T.84ii V - / / Y. INL tt A / ..T/L i J g IN 69 10': / VV}} / TH --- {- -1 .wcN+oa.M ,r I `.. riu t RIM 707.84 ••NV=703.84 pl ',/,''--„,..//,'..71.,.1°:3,-,/",,,/.-Rj RIM=710.50 NNOR ! -r '/ �_ f- i Z 0. w,.....„.... i'' I NV=703.69 I / INV=706.50 NGRESS/E FGRESS' /' ® •1wP.•.a. ® 1 • .s P.I •N.005_05-400-016 i / / 'i • 6,b,,. / '<;'<''' / A % //1 a 1111 COUNTY T.KENDALL .. /, /. / %�; �.%/ / .-I / .I l-- /--,// / / / F. - 100010010001.01000 Q HIGHWAY DEPT.FIELD OFFICE /r / j Z „J I I 111 FOX STREET WEST I ( • a1Plu,alo,•.v. O I .• :..'�� YORKNLLE,0.60560 / /, I-L / - •ToaM.1A� IA --- KENDALL COUNTY ZONING j I '/, / - •� aAWMolr.•� 11 I I 1• I cc, /`_'`/_` L- i / / 1' / ' MAL..0011.1001.4 YpT 3 il FOUNTAIN VILLAGE W I \ I • { - - viCITIMUE --- YONKVIOE SU6DIW0ON I t \ / /, // • evu Nuomusrocuc ZONED B-3 r'l, til I\ \ ! .1,=�b„:•=„ i /.' ; . I. m-w- umaNAaolaaa„aacu+< -Ic-w- :.� j •` , , / i, t t �1 CONSTRUCT MR OVER EX 36"RCP �` j� /</ /• q I > POWER PDX Ra 5'0 MH W/O.L , RM=706.50 / / I i 1 / i E • a nnuw•evrt A /1/ • N 1T�.74 SANvr7m PROJECT NO.M060125.1 Si I „co%cop o -t-K I 4 /- 36.RCP__K_�_-' II I I -c_�-�� -t I SHEET NO. } I _ 11 5/9 .I • :. 111°.'..,.:;11 '� 1 • + I / • •■A KAP +s I I \ �'` I \.. I YI A trrem. m I II # D III .M.d•a. I I I .r.�� a ! • .00'fl I' 1 wwy #� A '.a r m ;IILL Nltl iiifjii ! iJiii ! i ' ' iJiii1i jOOLtLP.l1 I R i k o I ;I ti I Ii �a ,4 � ; 1 " "5 % I I / ..I i IOIL-n1a + I 'A. I I JV I I ° � p I I • + QOo1ly :!® 1 Ar 1 4 • F 4 IE AI 3j kn, g I I I I : ( ,N ;/ IA1 — y1 T# I Ag t I' rn I 11 N I Aj I /' i IA EI m I' ,• I c . 33070 0dr ;I 61.' nla iSIT'V / _ _ '„ 111111111I 9900L!ANI$ ( I, y l� ,,OOL ANI N I I 'l'O/M Nn 0,9 g J d08.9£'03 8390 NW IOna1SNOO I x� K g / I y 1 1' 1 s C-13 03NO1 IL l" ;> - N0 30911119 3111t1Na0A 1 I =o / I I I 30 301[101ro1N00i I I I { , LLQ '�.viwA-s•.'uYst I. I ONIN02 A1i 114003%, : i I !i 09009 ll'3111/01400II 1536 133415 004 llt �1 rc i 331440 01314 1430 flO3 N'• 1190430 i0 A1NI10I I "m 910-006-90-901/111-rd .z I I • oOos 1 2 g'' • \. I41 I1 •���LJ� '•�'�./ I'� • ��, � F�� 1 �II Z 1 � �� BL�Y69 NIS +— i III+.',..o,.. / B'L9L-Np .. .. :-_[L . .. ,;. 001` il.I N1 P ' 404913 ONINard 0,.� _ �1N3W35 ti I` I '' N3W3s93 ,\ y ".., L N06® tI .. y /... F I\ .•41 o r ,� � I Y ro, I ;I : I I 0 i1 I y"` .yI - I p G 889-0M'9 . ' ( •.'1.I n I I ,� 69-ANI'N,�. I 1p I:� / c I l ! I t ,i I 1 -',„1. i I N 09/15 3N111N ' ' Nols NaoA Y�•, i . if , ,,I I'13001214,,,0119/14034 f ��� ,i 1 / II II , III / �, \, / 0t 1 i I . ,.. / aha•7.%rte' '.®! 1''1 i'COL 4 1 35 % I, ,I I I;' I" )1,it .; I 1 Dg I I y I. 1 SA S'SNI011fS9'DC ..-V-",-,, ,p oy c, 1 I I� / 1mi vr-mExr , wti c 1' I % 1 1 o ` � ,1� / b9 : j• / IIID � I /I I �II 91 00 COL �,.�: / "I k :" ;.d s A !\ 1 1 i i o .,r) N./ ,�, I L I I d/ I 1 fir: ,/ I _ [•ems N 11VM ONINIVl)9 '. // / le Loc al s9 �� /'j j1 ' ' °pie 2:::;;'-'''':'>;:r.'j:: /// ,' \ P If \\ i l � I ^' I �'41, I... a3`w%tu 0ii - 1 I `I t '� ! I I I `I II I// _ I I i,,.. ..,,,\::,,,,,,,,,,,. 1 III I Ir! IJ/. % I� ' I I1 IIS I' fti i j i I , 1 .. i I. t I A I , . , , I I .I , It s I L I—l---J . _ g 1 5.z Z v Q I l V,•,'",,•,•,„;•.4,,- V I a - •m "' DATE: DESCRIPTION n IMerltCorn> Pc = O In 02 13.07 ISSUED TO CLIENT FOUNTAINVIEW /�' 2 0 m 9m $ 0 ro Z Engineering-Planning-Surveying m { O ,:- A m D m n D YORKVILLE,ILLINOIS X; u) j c o a + 20 S.Main Street Office 630.554.6655 \ RT.47 IMPROVEMENT PLANw� yy Oswego,IL 60543 Fax 630.554.7766' b Ii ��//�� r L'1 \1/ M Lic.No.184-004629 www.merit-corp.com o 0 0 o g m—__ COPYRIGHT©2007 ,: YY 6 MeritCorp, PC 4', yX Y E 4 I `t SCALE: 1"=30' ` w,� Vii. 5s / /` - / T,J - ?._._ / / /. .. • { • DRAWN BY: APD w"°'s•_I. i'..SITE wcATw ,en's / /' ! / m ro"ro.x meuursr _ / /; yl • III• 0 13 30 „.„.......,---.4 F 1` _ CHECKED BY: TRD ,e,,,,;,-......2,,,, y „„,v,: � , _ . I NORTH ,,,,,,:,,,,.,.-,,..,,'',.',,':::::,',',:.• \ €71`4'4:':- € > , _ /I�� FOX VALLEY FARM,GARTNERSNIP -_- ,.....__—.---• _- ^�J ' —� SEAL: m nww.' \�, Y wain ; a - ,,`sial I U e ,7",../ ! 11615 RI ROA ,�y.�a • ` ,. dTF •+L : _% JT / ° r1LANOYzoN ��`/ / 7 3. �\l GRAPHIC S SCALE gINING WALL ,:mora ,, .. . / 70211 lid.- 704 ._........r..702 � � .Wu.rowv..:s .' mea NAlnem .. . I /0. y/ 703 Ii VICINITY MAP 1 17 / / .'.'�♦ n�4 704 .-� 7 � N @ % • dl �� -NOTrosul.er I ', I I //// EXPIRES 11/30/07 ‘111M1111. 11..M.3. !/\� !//� moni% /f/' EFtO510N CONTROL MEASURES . j ♦ . �. \ '*.\\ ."--'-^—n '' mom- ' / I LAI ergs.control mamas anal be W mnpiarmn wW+w latest revision peMelhoce.es end Standards lar Sol J -' / i • ♦♦ / / Erosion and Sedimentation Cone F NwMeast.Nandi(revised July 19116)s P..M w Noe..m RM. - / '' ' / ? ♦ _ 599 .. e ^ /,' EmAn era Sedicmermtebnc�ntra sbernp Cmmleaa.wiMS Fn.Yamenlal Prds9dn APmrcya Standards arA ; /J ♦�. _ 7011 ._ \ \ e . so awns ter so Erosion and seain,laa«Coned.Rosea Kann!).and n!maws!....w erodipn mad pin /. I \ I a ' -r1'.. ' 704. 794" � // zNwabn coned measures must 6a araeeMwdewtapeumaram on.weelM sera.,pew awrnorm a 1 •J I a,ro., 7 5 / we Naglaam a:aWlal«Breaha.Any morns«sedicrmea remoel needed bermWeedneateerosl«mina must oe /• ; \ -/ i p -,-.. _ — —�. .. -E.��-�.-✓♦___i��..-.�-.-J.-a-��5y PIN. 5.05 400-01} carve.irmeaauly.a w asps.a w derebwrlmry;W«. / 1 I ' 0 -- �— \ I J1�i FO%VALL FARu PARTNER$!6P -`.. a. !1. (n \--. - \ / /1 11615 RIVER ROAD 3.Tlewakape AulmmenPadedbprwld'bPAW.edranmaaaN6re'daigmrabu4nfiv19radasMWne < / I.. O ..... \ ..\ /// 'rl PLANO.ZONING 5 Protected from amsbna.eccornulalon aramea:_ .n t .- _ I CO' u 1 SOL STABILIZATION I I• \ --�@� ' __ _,_ 1.2AWg.elianen,ver end Wpsa-PM;Wadi,.mum.elWn9 wtanalas 0ccipia anopia an mum!e+ra a `� y ,I``. •-FE R,J., 2.s97 -� A / _.— the location dea9natea on wpfan. r— 4'ROP ''--r—C, I . I . p .� I` I p .I'. _ .. _ ,,-VACANT _ z renoaw seeding.temporary sawing Aum ne pieced eremite 15 days to al dhbead areas teat are scheduled W 'f. .. --�I-' � I ^9 renman A.ippedbmnce Nan,aar�. Fa.. 762. - 3.Permanent seeding instal semmarWnl'sednp°sod teeeaafaywbwraw ArwdPedimp and idea garaway. i ,� _.. • "-._.. \ : - I �. �. \ I , \ \ LOT i'• I , W \�L. 7 I � �• /1 Al w«4:as or contractor's cobs.and maybe used In place of med.Permanent sees,.Aug lake place W al I 39,379.625 SD.FT . rw.P.ed ares m w sifa,asdwis nor as nae for ornamental landscaping. J: . r / i \ GROSS 1 I i ._..v15-os-300-026 O I.Rose pro 5on•Potaaal rages an Noyes Mtn mlcA secured eadtl«nbnkac,«ePul i ' I I �'/'/ Y's�'\ / 0.7 NET SUI A�CRES t 'i -FOX VA -FARM PARTNERSHIP 61: I I I ' 1 11615 RIVE'R'ROAD FF O sEDs.�NrcoNn:a J 1...'''''' y`- / I 8'` - FG=706.00 I{ I` / ,I PLANo.IL s6s4s. R F\ ' . I •_ 1 ,.1' / // '1 /' I - M-1 ZONING r•D 1.PMMA aciNcent Poaries Item enc C.Sse...ny Per^Y9 a•ahem.num.r4«Mn'Maim iwM9 II d - ` I '-1 / - I mo: I _ I , /,, - - V UI pleruearw.wamulerawme. Y 1 + ,'`\ � ( ....VACAM W N Loll people areas seg be prefaced ern etester,nrd.n around w perimeter or...pie ns. I • fi I -_ 70, L-r\ I - I /� , • I, j N 3.Nnewy merw«xd mmeewer structures shamnd Po.Wed Min either arse bee digs«sur letek,d.rw I .,` , LOT 1 I - , / �� \: frames i \ / 1 72,478.958 SOFT.- I-'---1 L __J I -�\ ?`� I I' / r _.__..__ 1.66 GR955 ACRES \mi I ,I -r�',/j l 4.Sew bale Alae cheeks cul be gland a Maa.m a every 250F r merle.bad'wales,rear yard'wales.«aver I A . I .• _ I Wngnmdina emotes. I F 6.Bf NET BUILDABLE ACRES// 1 . _ --- 707 I 1� s.Nmw.ranmaspwalnereamaaeWenter e.wwwmwn,alw:wwarenoneaaa�aue.lwna / I FG=707.00 / -,1 708, / I 471Q9 j , I mmdar.aan access road.sea Aabszadmwudbn.days shaft mast aarmiimrn l5g'a 36 cuAmM3aWne rip I I / • 1 I I / F wile Handed to anima Me eamng a as ser st..,way..maw.«mwwHoa.ndwn lb. I ' I / /f / .7..s ^o' , Q N devaoparlm,vaa«Wremoa.bdaN aeariro«w roadways or n directed M w Vaasa Eng.. - ` I '`I ..-709 • �. J• .1--- 1 / / D O 7. • 6.Ila dewWw/oomwa«nMst removes erosion mWa measures wMW 30 dined Mlafa afanenuu.. - il:nv G s \. 11 J / ��G `v I I / / .:' _....., CONTRACTOR CERTIFICATION STATEMENT S.INV-6' r ♦ In 03 R _ • 1 I. ., , \ :: , 1 i o • IaAymMarperNyalaw wtlunderaWAw Wmn rmd mbbmwawg,.rsi National PdNdaN Discharge ^e .....___ Elimination system per.mix 100100)wlaenorhewWM*�ar�associated we:inauealA annoy San / - ;I.\ ;I I ;I - _J ,; . .. , I: 1 / / / clf '�+ wmwtemmmrMwmn.asPaawsoamr da. .\ ...- • ` IN I,\ It / I / CO P3 m wu.use a.ya .AD zm>' — -.> - fp,/ I' ) \��• ` ) /r/x I // // // /! m E• 1 • 1 // - �., L% \` I / LOT 3 ---- / k .Y / = ii Dam oerr �0 y AAA•. \ 3 i I m 2 59 8 Ac Es I / II Ia:1-1/ �y� ' // • Cl. •- o "4 _-.7 .-L-- I 0.35 NET-BUILDABLE'ACRES, I Ams - -- eased. . :. \I� `� - �. I • __-_7,0 �. FG=710 00 / ///�; ; 1,/ m / // .. j / ,�\ \\ 708 ;I 1' /'` / —,/--� t . i 1 I 7 // / / rn ; • .q�� . . — _ 709 / --__ - / , / ;' .I ' [O 42 LEGEND • • . ;�, _ , /'� / V m ` PROPOSED EXISTING • / . • .� � /�'lo �� — l -11 r i L. c c - w pl / ���� RL�-Ivy.; -e m a. �._ \ x\' w o — ndr.eaW. lir — �I L n tLACWAffilliffiellisiso I I 2 c9 m 18 z / i sea ==infirliqr ,./ t aw,.d.aa.awrdr. a••! I. _ _ 't coNSTRucnoN ENTRANCE 4.'z., , //� / ,�._. rIY 4,.1 — -t4 _: / e----��_t /// Z r 4 • # t,orW.dt= A P.LN./0`r05-4W-016 i�',,, , S- ;' ''/ ; /"'� \ / Ef .NY. • to a 0� • COUNTY OF KENDALL ,/ • (L -/-- - ,.!,10 • . n. / •t 7 YORIOA LEL 60560 ,,/,i. il/ 1 , f" / cal ,' el W i ....NA..e.a p .a4:aww / / ! Z J Z aa...i.mom�P v I\ I ' % • O — — — — .,d.n<..d oar {` I f /\ / / I / ' �' O Ce I/ N. '700]4 tom! W — - . —" - -- X Nv-zDO6a�1 �' —US—w— UNDER.n.olnawwNanac —us—u6— _K—'�—< --c--c O .. , 'i 36'RCP --t--_____, N .. ....rota y I --..--..0------C --..--C— / a Ted drat.® f • • • rl. I 1� .ynw ne.d.aI /' • • I ..�' .1 PROJECT NO..060125 1 scr mane.. I SHEET NO, 7/9 i i COPYRIGHT©2007 MeritCorp, PC SCALE: 1"=NTS INLET PROTECTION - FABRIC DROP PLAN ROCK CHECK DAM — RIPRAP SILT FENCE WITH WIRE SUPPORT PLAN DRAWN BY: APD Edge Of Roadway Or Top Of Earth Dike Mesh Support 6' Square (Max.) Fastener - Min.No. 10 Gage. Wire CHECKED BY: TRD p I i'- 1-- I 1'1 B' Max 4 Per Post Required. (Typ.) SEAL 6' Min 2 r 7i�,4:r r 2 Ditch Bottom (Typ> 1 ri:••�.v4���rs' 71 x •� l x _-- __- :� •�t 0.____m•/__ d _-=C= _ Flow •N .�•T t��. H s ll�������1��� C E ..,41:14.7477.-417• :4�/���_�.` n 1017=MM�I♦IIIINNINII /�� F Flow Zo ________ •• • �� I --________ 10* o. ••, •��. :�� 1���I•MMI ■MINE (U 114 c=-o--=c i co II1J�MIMM��I14== I. � 1-1 Coarse Aggrega-- RiprAP PROFILE 6' o \\R \I f 3,l \\� 12' Min m EXPIRES 11/30/07 Excavate And O Re-Compact Top Of Bank ELEVATION Earth I '�-— C Width Of Ditch Or Swale 2'x4' Frame Filter Fabric Post Driven Riprap 6' Into Ground r Min • { Flow kli - y - 1.. ��Direction ❑ II� -��,•� __ JJ _, �,�.- Undisturbed Ground Line / ZO +T •�� . . ��•�-tr i : Undis u bed • (I I,\�� 1'Mirt +'�.� r•'''Fidier H • € C \� �' 3' Min Wire Mesh In Trench \, •\ ,� r y. Compacted Backfin \����, fitter FabricMin �„ mpt.onm) FABRIC ANCHOR DETAIL C� CROSS SECTION CD NOTESI CENTERLINE LOOKING DOWNSTREAM NOTES. 1. Fitter fabric shall neat the requirements of material specification 592 NOTES, of mesh support shall be min gage n0. 12. Z G 1. EOTEXTILE,Table 1 or 2,Class I,11,or IV and shall be placed over the (eared area prior to the placing of rock. 2.Temporary sediment fence shall be installed prior to any grading work W 2. Coarse aggregate shall neer one of the following(DOT grodntions,CA-1, M the area to be protected They shall be maintained throughout the Filter Fabric / 3. RprepCshon meet A(DOT gradation RR-3 or RR-4 and meet Quality construction period And removed in conjunction with the final grading 0 V 4. Designation A. and site stabilization. I-. Wire Mesh Coarse aggregate and riprap hall be placed according to construction 3.Filter fabric shall meet the requirements of material specification 1 HHIIII NOTES. S specification 25 ROCKFILL using placement Method I and Class III 592 Geotextile Table I or 2, Class I with equivalent opening size of D 6 ompn compaction. d'W 1. Filter fabric shall meet the requirement of material specification 7. for added stability,the base of the don nay be keyed 6 inches Into the at least 30 for nonwoven gaol 50 for woveV 592 GEOTEXTILE 'table 1 or 2, class I, with an EDS of at least 3D for S soil 4.Fence posts shall be either standard steel post or wood post with a 5 nonwoven and 50 for woven. See plans for spacing of dams and H dnensions. q Maximum drainage to each clan is 10 acres. minimum cross-sectional area of 3.0 sq. In. OWIiiiiiIiii 2.The wire mesh shall hove a maximum opening of at least 6 Inches, ROCK CHECK DAM-COARSE AGGREGATE IL-605CA coy be used for drainage 3. Limit drainage area to the inlet protection to I Cr-ae. areas under 2 acres. ft REFERENCE O STANDARD OVA Na REFEREICE 4 1TA,AAR5 O.n REFERENCE 4 STMIDARR DVa.n P Design NRCS IL 560 m: NRCS IL-605R Project d ��— NRCS IL 620W ..c]- 1 , , , , , , , , N Designee Date- V 1 OF I a m# pE 1 rs I Checked Dote_ SN¢T I or e O. AppnoChecked Date- DATE Approvetl Date- m�•.aw�.r.rs DATE s-Lssa wre..a ma wit.+Ae.w�w..wrwusw+e sArz ren» Approved ]late_ arm sm...ramm+ms.re. DATE a-nos n 8 • 0) 2 In (CD CDa)( m U ed LL V o am ... z TYPAR 3201 FABRIC Co. OR EQUAL o -5 EA V N _R tv O I,II l_ I 2 c z 1011 11 Illpl it Ill txl" { c B- ilk •�:010� . �% ivy W I I1 �� � �� 1.1 FILTER FABRIC '?«'.�rv+i-...' r ,::. (iYP) ®FEB 2:1=F:eli=� 1MEEMMM k?Y / ' CEREAL RYE OR WHEAT■■rd�7.r A J r I .MEE M OF Y'ANGULAR , TEMPORARY CRUSHED LIMESTONE = :•' , OATS ■■� /e r/reAv.v.■.■■■OSAEE�DRSIG 1.MAINTENANCE-THE ENTRANCE SHALL BE MABITAINED M A C040011011 THAT WILL PREVENT NOTE INLET BASKET SHALL BE USED PERM"-RYEGRASS ■■��7 ��O..OS'A`\\\\\■■■ U) AS OPPOSED TO Tura FABRIC ON O O TRACKING OR FLOWING OF SEDIMENT INTO PUBLIC RIGHTS-OF-NAY.1MS MAY REQUIRE PERIODIC ALL INLETS FOR PROTECTOR _________—_ TDP DRESSING WITH ES USE AI STONE AS SEDIMENT DEMAND AND RED.R AND/OR CLEAN DURING CONSTRUCTION NON IRRIGATED ■Uf 7 Mi AIM.. Z W OUT OF ANY MEASURES RIG TO TRAP Y MUST ALL REMOVED SPILLED.DROPPED.WASHED PERMANENT OR TRACKED INTO PI1Bl1C RIGHTS-Of-NAY RUST BE REMOVED WEDIAIELT. „ ■■��������������■■■OA W_ �w 2 FLIER C1.0111-WILL BE PLACED OVER TIE ENTRE AREA PRIOR TO PLACING OF STONE IRRIGATED 7 ..I 3.WASHING-WHEELS SHALL BE CLEANED TO REMOVE SEDIMENT PRIOR TD ENTRANCE INTO > _ii— Z- SPUBUCiABlU RIGHTS-OF-MTT WAY.WHEN WASHING RMN IS INTO IT SMELL BE DONE ON AN AREA Imo) / 1,■.■■.■■ iT' Z 0 J STABILIZED NIS STONE AND WHIDI DRAINS MN S APPROVED PROVIDED F TRAPPING RAIN DORMANT SEEDING /���� 4.PERIODIC INSPECTOR AND NEEDED MAINTENANCE SHALL BE PROVIDED AFTER EACH RAIN. � W V Q STABILIZED GRAVEL CONSTRUCTION ENTRANCE FILTER BASKET FOR INLETS OPTIMAL SEEDING DATES I Z Z J Z O 7 > In 0 Y o O W >. W l 5 I PROJECT NO.14060125,1 t 1 SHEET NO. 8/9 i COPYRIGHT©2007 "` 30' B-B 24' B-B MeritCorp, PC SCALE: 1"=NTS DRAWN BY: APD CHECKED BY: TRD SEAL' 111 I___-________ ________ __-________� - -- -- ---r Im�■o►MaliniNNOMIIMilmiso . BIT. CONC. SURFACE CSE. (1.5") BIT. CONC. SURFACE CSE. (1.5") BIT.CONC. BINDER CSE. (4.5") BIT. CONC. BINDER CSE. (4.5") 12" AGG. BASE CSE. 12"AGG. BASE CSE. COMB. CC&G TY.66.12(TSP.) COMB.CC&G TY.66.12(TYP.) TYPICAL COMMERCIAL STREET X-SECTIONS EXPIRESII/30/07 WA TFR AND SEWER SEPARATION REOUIREM£NTS DFTAII LBSONES2rs.N M.aa6N SMM me NM sr gMr GEMINI'S NSM NM K Nrar mmui M.A. ...m.i. .w M .wrr. „ •m r rL'-'.:41F; MM,Nw, s NWaa Nmessos CATCH BASIN TYPE A c' J H ,�1 ,,,,. ES 6 \ \\\ ag Me=asMM1Ma. b.K amp 6 a.aswT Mw MKM - ,mw-pma .mmm- RR reoaa sA we loose,sane...o Z EaZNAAC CONE ..ee",.,� Sri M..r •••as mar Dorcas mama .�......�... V •� xor K a•Air rr sw WATER AND SE{{yy��R$[pgRAT/ON d'W MIST OUIRIMMTSDFTAII .UI T -aWa1 ma.ucAsa D rw.aMKEAa�a Me® ..¢a. .-.s�� W"s sue r s( -a .'��� o\ .� Met m; °.-.....ate. E.Tnar aEm e�Mce>m><z.a..r_.r n `- ;,' .��wMmm�mmM { MN A _ .a s•SEE ¢aww o N \... n r CAST M?CMS 9•Eaves¢ sr a `I K I W.I .r I .'"..w27Nm..S— r' 0 a miair BETON SEMEN mcg ppff,,��FF,/,rs' STORM MANHOLE DETAIL TYPE A •aJSr�A'fff i�' S:e N.N-rr ms No me oaCCAST AGOG=mvaea _ S cgMs s.v uc tp O a ��IDn m. n ,,..: tD f` von rye.'..w • Q' e o T .� PIAN-FCCEPI7Rg -�1" �� • '�' E�MEA Rum NOK Darr a.V.w._M. 1n I!1 8 d -s Www :T �-n M9.O •T.2rOi ....•.. Mwuw O O NIFPASYCA100=AGM pp.., S MI6 _� .a.. ee 1-' :m...A m C. E wearm earls rWra.'-Cw*MK wm.uw.M. :LS4.mm��• __"jg�_ w�i, ___Oresel6 amps _ - V 0 An WS b W nE6.....b w WNW/Orb. I eY6.r,N nauM Ms.e=Ma rua s tan - •2w w.. E m MOM.a NOS 3 L tt for abbill.Tse ens u_a a °�"a.. 4s air'MSS Fo 1� � � � ; APPROVED wW 41:.0 6-PSOE PPS:.<� Y a m WonA .* MN,I. .W m..w.�'SM Me Mean. 1==r:emu:*r.. -.mre.. -,_� -r_� rmrt w O. u..M..T b Mx.Rw,ame eWa.a WO.M. O -Mt iralm• .,"...f."..ww .- m `� Q.•-n caw. al 4 rsy N.14w Won*Wan b WE a Obeli fl.OW "� -o wM w.1 M be*m mt.barn . ...,IN K ""•O""SE C mammy p"L R...Me!b nat.Cas*b ..em"nw r w .r �,� O 1 -.1r KWM. N fasTramat stirs Miura SIM wee •••••nes waren rarer.sus same..saw .a wNen6 rW[ I., km) C f7 'plum mamma Pr TIMM Itsrfat Ti.7a m0to 9 satRISTLPSI IRO M.eE.ea �A ��i mMx RETYPE NALL OE E m •` 0, c J ..J __ a N r e e fO ELs6 vTM[OM4 1 `-I S D,LCIELT mar •= id OtS STANDARD VAL V£VAULT O£TAtt ff wew -�M CATCH BASIN TYPE P rm.C6 nr.•wme-w WIN W16-��w ICRO 4; 0 O ? - ar -arrL ARM.�iew�i sun rGcrio •e nn m m O EN .41 w a IR M s a'4 PEP COWMEN cars iQ ! y 2 NY Dr WC.MNION.■ =MIT airlisa AIWA, _�� Dort WWI OW MIK u! ansa ?` o CS EWES OW r..` " ,ice\ .mws.o mwr T_�i -,'"-'•.•._'e". G::;y .""'" ¢..95€ M hy. MGR N 0 J MCPM WWI 7 ew- / m•am !r MP a am ROE if, Or MP a WU TOW MOST COMPETE OAS •6467146 MSS PAM U.POPO EWE art MWOc PPM WR m 16111101 •eae Sl M MIL ROM WPM SCK•A MI Mr VAT.MEM Or RIO O WOO SK- l;if1 OWCWASEWE Sou ROOM MR ALL OWES AP WEE 16-16.LMw OW MOS awE IC laitiiblik awnMc MW Barr STORM IM ET TYPE.4 LOTT a AM NJ6 YL EPS w.0.!N u .01E PP WOE WITS ICY LT- --.. CVC MID rxr[nruT PALO an M Wil SOT E O®r O MSTMPTCa WOO.PET!V .aS6WT T-o•m r, ¢ .6�E E6R¢ Y6 Nlsu II ALL aawvlAE MO \ Nsmaus/Pt MYOPICH TT • aw r.. a IR Y PP WO Or WIER WS a M..L h,E..ET>�101111 z MEOW MOSS WSSG=MS RAGOI s-as-Mr1. 1 TTP e V TEE l 111 O "� J W SOWS >A-arW-eMilit PIMP IElW1MD PERM WMb6[ = 'L WPM v•• PIAN wa�eral ! _ r E .,I, a •w DM �; ROPEPEPOED UL LET LOG.ono wmIM Ema. (A • p�1 rmwr.rrt Wei War -"Kwlplr� w�a.6r >tnlrs r' L raaraA"1w rM. 1 - a J Pp/ wow Eo.axln awn �+.-W�a�a r ' 19-100 aaraar SEE es MW! M MOW rv2,�••/s W.s y ��/ 16!WIC r Y-e'w r /W IT iR"p =r 52••••••i= �6 G L•MM ;0CEl �Es.'� r Mi ' J R, 7■iia:III+IIII/■M WES St WE WO SW - WOW=CGOaa J9 C'3'}�n°n .' MORES 01110 DOER WWO1E O /y p u; I�� m a-a OM.O.� I`Loi ROSS b1® 1 -^'t Y. Ii 2ri.661.6%61,26a FREFASIGTO=WE MOP MOW. ARMSrMR5EO 1Ma K.MOa WWI! s e[WEPT Ian,,. WEEP SOTO REAM COMP ROMS brGOS Wr®M I. SOP M"ra� SCOW AIMS. Al 4602 MOW TYPE"A"MANHOLE YQIIS •- ..Cv'Y'Rf�•9M. ` 4;_Ear...... O WNW b Ew.•OWwaw.a er FM Mmw Sp.Batf.! L Oa r Far MMC MW4r asia aF.!A bMO w,Mabee unitMee a a M rSw C e a.iM M aiE yamla� r :T cv1NW b..CA-6 M Mpiwe and a.r.IVIM, aro r WEx mM Si e ea.AM,am ed r ¢D °"E ass 14 awOE! aw+aaerb Ma s•dE!bade!MOWS FOR F W RANG NC PER r-b+ r "` mac a a.i Erwoy Mince,w b be nose m Mob Pah W"ab/mar y unit PROJECT NO.MO60125.1 z FOR MEs1aeE COWS= _ I , SL SMR SOG SONG W Ae Pi•r MBF naWa>N e1eMr maWMM n aMMF A_._ IS DSSO•SOMMA sorepnMr COW/Crwr MP Mt WC"wima.v°iNt mw°�iWtss SHEET NO. 9/9 } h FOUNIAINVI EW LOCATION MAP ' , rut " ''t # 'x,12 -7' g 1 Yorkville, Illinois t �� SITE . ' 2-PCC a 1 fi 1 :s a , ZONING ' i w Ag/ aE Mp waK•e sTa °a a PCP I s/�'` • 4'bD w(D xawfrm•�a - ... , ,�, ..e: 741 30' \.,��//��/ ,+c; .., 29-,7d- _._... 2 QRU � �I •` Rox N ,' a - _ -L,I _ 1; - _ 1 pall F WMe1ns 14 \ I 1' ''/ •• STORM TER MAN ErvT , ,/ STCRM WATER MANAGEMENT ' M TERIA S LIST: n d >, f ;• •: wA \GEM r Lr.x'RCP LOT 5 t:1T'SORT. 1 u A L , LOT 4 LOT - f ------I'Ll OaCOx HWL-703.00 14;fiB].1115(S.FT.'" x,: . . 14,446.756 SQFT HWS 703 �F a NWL=698:00 0.33 ACRES - RETN�x wu� Code Description Unit Qty. I 1.M.'' �O 0:33 ACRES NW=6QSQ39 StwfR e om' � f� i r I / • '' :*�A - •- t il,.. L4b.%�1z. �,o Sheet Trees 26 3 PPU r .. aup '�� / ASL Acer saccharum Legacy zs caL 9 •/ 'sE, • yt j • I a s osoz zo euawxc a PARKING SEtaArr TFG 2.5"Cal 6 zr a.wmc a P.RxiNc sEreACR , r\ I sTq+N SErvE Tile v ceps n e n cy 14-VDE 41-0.a -- o, � �� '�——� en en den ZA 'e'»� I I j n�e�a Sugar Gle .,_ ULM Ulm Morton 25 Cal 11 Ally*Q,� I or._,_ I I us 6-TFG h�4 1 r,I I 2�•0' I • Accolade Elm 20-EAC ��,o� I I ; 3-ARA �, n� � I .I I I \I I II Shade Trees L w • ter '' 1•__ < ARA Acer mbrum'Autumn Blaze' 2.5•Cal 3 I 1� '` + ef0.pe I I IIm •' ._... AAAA-- o w Autumn Blaze Maple �• ���'_. `1 _ - i 1-• I I FG=706:Q0 I. GTl Gleditsia tricanthos v.inerMs'Skyllne' 2.5"Cal. 3 8-TMD 3 III _ 1lrINA sI 1 7 w� I< aso cRoss s I I sky elianeywcMst 7 \ ._ ;� __ PCC a Soled 2.5 Cal. 5 0 0 ®�itoel # y N �� N fG706 00 ACR I 1 Pyr s celeryan de 10-SMP i w o'* 0:49 ES -_��.y f Chanticleer Pe pp R st Po,, : _ Ft/.0 <I .<m'I 24••• s� ORU Quercus mbrum 2.5•Cal. 2 B-3 = � .. II h '1.' . n1 ZONIN o O � .__.. al ._ FG �70800 K'.., 91,21 I I' I I� o • Red Oak 9 8-TMD '; 1 s v I �66 a055 ACRES bl I �, 10 F qp Ze '•auxDw0 a PMxxc SE B cx • J i M-1 ZONING PPU ea pungens 8'MgL 9 G _ m l Ei 1 6R95R so '1 1 I` p - ' tSa,•� i.. _._a6 NFG=708 00 ACR 1 �(o -. -IIR ea.n Green Colorado Spruce E5 12-SMPiiiiiiiiifilifizir �e 7 s z.d�P l �r .. ,AAAA_ sraa4 scwm e n n ��. Shrubs 247 8-TMD �[a�fJ I /' ' EAC Euonymus MMus'Campacbrs' 24• 68 ® 'e+�� I I I a.I 5 Compact Bunting Bush 'w4 I .�-.. to alal,xc a PARKING%M j /26,,F3J�. I I I 10'00' . I y- IVFI Kea virginica rlenrys Gamer 24- 30 W cra W- I _.._s .. 400 I x I a 1 `" s P sydn Henry§y aaYa Garnet a 24" 64 /�" 1 1 6°.00' I 6500'., 4oO. '` : M g n vi R.O.W. 5'-°'!i- I >ocf I - I I I I•:e li -- I /� Syringe m / 18-EAC .. >>dt I 1 1 a 6 I�.. • Dwarf Korean Liao �v 'Z in ••,•__ i i-" _AAAA_AAAA 'I """ of LDT 1 61 /( TMD Taxus x merle'Densifonnis' 24" 58 _ .,n of I : 4.a.,I� AAAA 3 { {07 y1 - 9... .FG 711 s:, y 7f- Dense Yew . . , 5Oa I is mo ml 42,3 .5(YFT p a;t�l • .._..._. `" I � cRoss ACRES a' � �I � VTC viLumum dentatum Ralph Senior 24" 27 13-VDE I .. 1 I Imo' �i 5 NET..BUILDABLE ACRES ep, I Autumn Jazz Anowwese Viburnum L FG=7 1 .._ .� . _..._,' >e —J.. „�... f3t.s0-- sEao I 00% auAcwc— i :., I a" ( O 1\ no—ii.., p P I • n • This chart nes been separated tor reference only and should not be relied won solely. 3 t : ,a� _.. - I_..s _ sm —— —— • xis the responsibility or me mnbaapr 10 verity the quanibes based m aw pasta shown on me Waal Wan e yb r'•O o - ._�• no z Z..mix ez'.26ox'- 3—PPU __m'.i.,�i+ca uc G reo4 e ,. •• maaap 14 S P _ - ,�sr<ya Re e_�'v'�q/O;_a,. _ o aw _� I •a NOTE: ®u' _ \.-_—�: .v0o �.,) �. a _At eO,QOO.a00' .ie ��� •4 ''"''9.EEVE 11111,. -� �',• I ' aa>♦\ ;- �.� _, :vKSE.No v.uLT xo, - . .. . .'•, � 'it A'.�i�A, : /,��1 ' r---'��gq Iwai s 3 a :iOCcT ze. ---i.,,,,,„--4.7.7;".,' . 5-ASL �14+ �� I� O - {3 eap•'o 000' an ��rA d or z 1.All trees shalt be lamed Association o the minimum standards # - •awaaa ioo �S'i'isA�� '�►�A1�111 ►�is\� .!• I 1P" uoocjpl ► 3-PPU established by the American Assodabon of Nurserymen. Plant `�'— ►ter;Ji�l�i► �,�� 7►l n:Ae �� �T �w� I11V \w-_,tea o •. rte, a ,�r� ®� =� na r- material shall be tree in nurseries from the Central or Northam I C al E.F.,z RCP STORu '1, � a � —�� Illinois Region.AS trees shay be balled and lou BB and aY — q� _ ,p Z c =� a IFt® _; 5-ULM g daPaed c SEWER O.Sdx S' viQ�• rte. :� .-. .. . sE �A� ��._- ` kms®I�► shrubs shall be BB or container .The City may visit the ° FO ;� 504 13 S86-16.21"E(M) 7 --p !tl '� nursery to g t parkway parks r other fy >.ned I t ` •. _ iU � nu to trees or ,o d o '-..-L,- I ee'1x n ► �, _--h .ink s3 - � • Properties. ^',:� A. `� .ter 11111"-A �� • 9 02"E D ,9!>sR,l 'P� 308 • ! • � • - - Np _� �� �� 2.A mixture of trees is required so that a maximum of 33%of the ' • .5I;441II _ - itk ...-.�` —y':a - _— total amount required trees should not be of the same genus. I • w� �, \R_, 11, z �� 6 ULM Mt's" �' , 13-SMP .�� _; 3. No tree shall be planted closer than thirty feet(30)of the -._ ..., ' right-of-way tersedlon. i 3-GTI 1 _ _ n 4-ASL —8-TMD 18-IVH 3 P 12-EAC— -18-EAC 4. It a stop or yieM sign is located at an intersection,no tree,when 8-TMD —12-IVH 15-SMP 18-TMD approaching the intersection,shall be planted doper than 50 lineal feet in front of a sign g I 5.Proposed Zoning:5-3 City Of Yorkville a } 15' 60' 120' OWNER: ENGINEER:Mer PREPARED BY: g PRELIMINARY Mer t = o p, SCHOPPE DESIGN ASSOCIATES, INC. DTD INVESTMENTS Engin nng-PI ing-Su ymg a F, Landscape Architecture and Land Planning . „ LANDSCAPE PLAN 30D 2250 WEBER RD. t26 S Main Street ..Oce 630.554.6655 R scaLE:r=3o North CRESTHILL,ILLINOIS 60435 Oswego,IL 60543 Fax 630.554.7786 126 S.MAIN STREET PH. 630 551-3355 DATE: 02-23 2007 OSWEGO,IL 60543 FAX(630)551-3639 I 12 ! t4 4 4 :i I isX g4091" 0 3 , R i < 1 1 4 1sgg 8 e y R Ni Itlilli 411 / pG5m Y g it � S_ F ; tl . liR 91111414Q ' 14 n € ,:i;g1 YY L tioy o i % tl o S 7 11 ig InoC „ = ycfn�l ?b1 iii �� iii " $ lillillillili7i T < '- ,"'d«� 1 1 i = 3 t, - A p 3 n x t�9ae.,rx-� n _ p g 1111 8 i i ! zi ; N2-; --1 5 g 2 gl :mi A i iv MAgitrig AO " at F � �35U” n3R �" E al > = gRR �f m �' " F\ C�d'*"n;JR' I p * I n RY" h n R .ir g L a, t� Y 1p sk E :°"'"'-'yri " 4 3a o1 illi 'Sv I i °I1 i$ i� 1L1 11111 1i11t11it i '''tet ' I 1 g la U pil i A qp 1 il 1 ' 5 Il I ililWageilli - 8 IT li 46 ii i gRili11421 " Pog 1v '.n'yo•..• ANON 1 hi li IMØ' S'gir i ggt' l p. 1c DRi g", o R \or 2^i RRRo 11RROc 9 'SRRz — — — — — — ,\ O. R ^J i 4 a ; Z DOCUMENT Nwr. 441;i7 __ — ,,.w, A p vi e i - - _ _ M.MO i 1 1 Z 0 5Rg i _ _ _ _ _ _ .10'09 B .99'OL r — =_---- - -- —�— rno+�.w / hi r . 1 _ ____1 _,........„.„.... - - 7 g ifl Ri - `aE R R I s 1 11/ Ppg ' 9111 0 I >o—i PI a ` IIII IAT,AT, A A_59 m e a LL. al In pm' ill "n m lo II J86 O ;9 bg r _ — 8R as ° �— — =Z _ eR !J. ' —. 41 x or.04 w 09.9,• A V l R g Ji.ao' a,.:a —'`p4_f_ �y i -OJ'/!'J9'M 00.61 — — — _ T 1 $ 111-2:_.Z1:74_; _ _,� - _ I R m C �j ale 11 D t ;116 = yy 3 I 03 R"t n pad I` I 1 I 1 1 , a " �r o; 0 i it WI 1 OM J Oil A 3ob"m R d° Y� >tn —I @ Baal 44 I R,p ,,i ii 0 ^, [7, Ca (",q rs) 1 < MI i 114 / 3 PP i 1111 441 1111 �--- " 1 ii PI Ell J 0'00S l�Y.f,t.o.Jt'tu WIAgito.b,�a: n li 14 m. � a u g sg 1918§9Wirir 5 ,81$1111liR 1111 '1 rill! Aigoll 0 4R 1 " 30 11 g A Ea ll 44111, 'AR ;g lql 8 Q R n 1111;0151 s< m R p F „;� 1 im p 14 xla 1g0014 ! 0101h i 4g 1158'6 �i1Pi I` g g :h 1611 hhii ”e o7' 0impf s 9Aa x is r4 All pip9i 9 TgY41I g 42 ,10 gi 1a. iA OE . v_io li 10.M15 f E :1 , 4;fag1 o11 12 € .£ 91 X51 s 110 1 1� 1 P �i IRS N. g 41 iit i91 9g0Bi ug$ £ p X 13 sigi i 1 : lI 1 2 11414011,1 € !y 11 €ill "'Hi; g� iii 11111)110 P i gy] F i ` i i . 5� " _ 911 $ ! . 8 P 5 i 54TH P§ 88 0 ass _ g iliqg 1 5 1 igR 1011 1110 1 �R1 4 i li t o g ' . x11 g 1 1 q € 9 144441! Ili 182 X81a 1 >m 9 5 I !'4 ' P ' !' iglu s R i t P' 99 _ R D n 0 N ,///'''DATE: DESCRIPTION: 9 1, 3 0 tz 11 / 2.27 07 ,. ISSUED TO THE UNITED CITY OF YORKVILLE., > 3 z FOUNTAINVIEW MeritCorp, Pc A N � 0 � O o a YORKVILLE, ILLINOIS Engineering-Planning-Surveying N m j C N r..t 20 S.Main Slreei Office 630.554 v m O " c "z FINAL PLAT OF S rn $ n g ,� o o SUBDIVISION Oswego,IL 60543 Fax 630.554 778 - LIc.No.184-004629 www.meril-corps r.i ,w c�T o United City of Yorkville Memo ► � 'I` 800 Game Farm Road EST. -x 1836 Yorkville, Illinois 60560 4. ` Telephone: 630-553-4350 11 Fax: 630-553-7575 O 4LE `vv Date: March 23, 2007 To: Charles Wunder,AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Joe Wywrot, PE Subject: Zoning Review of Final Site Plan Dated February 23, 2007 and Final Plat of Subdivision Dated February 20, 2007 and Revised February 27, 2007 for the Proposed Fountainview Development (SP07.0002) Zoning staff has reviewed the documents above for compliance with the City of Yorkville's zoning code. Staff found that the following issues must be addressed before the plans may be approved: 1. The subject property must be annexed into the City of Yorkville and rezoned B-3 Service Business District before the plans may be approved. 2. The proposed ingress/egress easement(shown on the site plan) along the north side of the Kendall County property to the south must be recorded before the plans may be approved. If the easement already exists, the developer must provide documentation of such easement to city staff. Final Site Plans 3. The front and corner side setbacks are reversed on lot 1. The front of a zoning lot is the side of a lot shortest frontage along a public or private road. The shortest frontage of lot 1 is along Fountainview Drive. The 50-foot front building setback line must be along Fountainview Drive. 30-foot corner side setbacks are required along Route 47 and Street «A,, 4. If the proposed sign easement is still located at the southwest corner of lot 1, the applicant must make sure that it does not encroach on any public utility, drainage, or right-of-way easements. The sign must be outside of the 25-foot sight clearance triangle at the intersection of Bridge Street(Route 47) and the proposed Fountainview Drive. 5. Parking requirements may not be determined from the plans at this time because buildings and parking lots are not shown. 6. Lot coverage may not be determined at this time because the proposed buildings are not shown on the plan. 7. The loading requirements may not be determined at this time because the locations of the buildings and the uses are not shown on the plan. C. Wunder Fountainview Development March 23, 2007 Page 2 of 2 Final Plat of Subdivision 8. The front and corner side setbacks are reversed on lot 1. The front of a zoning lot is the side of a lot shortest frontage along a public or private road. The shortest frontage of lot 1 is along Fountainview Drive. The 50-foot front building setback line must be along Fountainview Drive. A 30-foot corner side setback is required along Route 47 and the access road parallel to Route 47 east of lot 1. 9. Landscape and sign easement provisions are included in the easement provisions section along the right-hand side of the document, but the landscape and sign easement are not labeled on the plat. The proposed landscape and sign easements must be labeled on the plat. 10. There is no ingress/egress easement shown on the plat along the south side of the subject property. The provisions and the location of the ingress/egress easement must be recorded on the plat. 11. There is a 25-foot access easement shown on the plat along the east side of the lot 1 and along the west sides of lots 2 and 3, but the access easement provisions are not listed under the easement provisions section. The language of the easement provisions must be included on the plat. Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Commercial Plan Review\Hansen Property(Fountainview)\Final Plat&Final Site Plan 3.21.07.doc CV United City of Yorkville Memo 800 Game Farm Road EST k Yorkville Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 tok„4„, , - Date: March 19, 2007 To: Charley Wunder From: Laura Haake CC: Rebecca Houseman Subject: Fountainview Preliminary Landscape Plan I have reviewed the preliminary landscape plan for Fountainview dated February 23, 2007,by Schoppe Design Asociates, Inc., and have prepared the following comments: General Comments: 1) Show roadway right-of-way lines. 2) Show all buffer yard dimensions. 3) A landscaped buffer yard is required around the storm water basins on lots 4 and 5. Indicate if buffer yard is 30 feet or 10 feet wide show and add landscape planting to the materials list. 4) The retaining walls of the detention basins are not shown in the same location on the landscape plans and engineering plans.Adjust the basin size or lot size accordingly. 5) All trees shall be placed a minimum of 20' from all freestanding structures. This includes fire hydrants, street lighting, etc. 6) Acer rubrum `Autumn Blaze' is the same species as Acer x freemanii `Autumn Blaze' and is not an acceptable species. Replace with an approved species from the shade tree list. 7) Add a note to the plans that state the street trees and landscape buffer yard for each lot will be submitted with individual lot development for City approval. 8) No sidewalks are currently shown on the landscape plan,however, sidewalks are shown on the engineering plan. The landscape plan shall place plant material an appropriate distance from the sidewalk. 9) Any sign landscaping shall be shown with a separate detail. 4D Cir 0 United City of Yorkville Memo J : 1` 800 Game Farm Road EST. ° ' ...I 1836 Yorkville, Illinois 60560 ��- Telephone: 630-553-8545 4 ` y 0 ,CD0 Fax: 630-553-3436 zs Date: March 19, 2007 To: Charles Wunder,Urban Planner From: Joe Wywrot, City Engineer CC: Subject: Fountainview—Final Plat& Plan Review I have reviewed the proposed plan for the referenced development, dated Feb. 13, 2007 and received Feb. 26, 2007, and have the following comments: Plat: • Show the future Route 47 right-of-way line. Confirm the right-of-way requirements with IDOT, which appear to be limited to a 2 meter width across the northern half of the site's Route 47 frontage. Create a separate lot for this future right-of-way, and label it to be conveyed to IDOT. • Show and dimension the right-of-way corner cut at the intersection of Fountainview Drive and Route 47. • Modify the note for the Fountainview Drive right-of-way to state that it is hereby conveyed to the United City of Yorkville. • Show a 60-foot total width public utility and drainage easement extending north from the Fountainview Drive right-of-way to the northern boundary of the development. The centerline of this easement would be 5 feet east of the eastern edge of Lot 1. • Show 15-foot public utility and drainage easements around the perimeter of all other lot lines except Lots 4 and 5, which would have blanket public utility and drainage easements. • Show an access easement along the N-S private drive, extending to the north line of the development. This easement would benefit all lots in the development, as well as the property to the north of the development. Add language for this easement. • Move the south property lines of the two detention basins lots further south so those basins are located entirely within their own lots. Plan: General • A plat of easement for offsite roadway and utilities needs to be submitted for review. • This property is subject to a water and sanitary sewer recapture agreement. • An agreement from Kendall County regarding the ultimate right-of-way and easement dedications for Fountainview Drive is needed, as well as an agreement regarding the interim us of city water for the existing county facilities. • A Site Development Permit will be needed. • Illinois EPA watermain and sanitary sewer permits will be needed. • Provide a field tile study for review. Information should also be provided regarding the existing 36"storm sewer that drains to Route 47 south of the development, as well as the existing sewer along the Route 47. • Submit plans to Yorkville-Bristol Sanitary District for review. • Submit plans to Bristol-Kendall Fire Protection District for review. • Submit plans to IDOT for review. • Provide a letter from the Kendall County Health Dept. that the well and septic field has been or will be properly abandoned once that work is completed. • Provide documentation that the NOI has been submitted to the Illinois EPA. • The stormwater basins should accommodate the full future 80-foot right-of-way of Fountainview Drive. My calculations indicate that a total pond volume of 2.26 acre-feet is required. Since no detail is given for individual site build-out, that volume may increase or decrease subject to final site designs. • Provide storm sewer sizing calculations for review. • Provide an engineers estimate of cost for review once the plans are approved. Sheet 1 • All lots shall be addressed off Fountainview Drive,with an address range of 121 - 165 Fountainview Drive. Show the address range for this development on the cover sheet. Show individual lot addresses and lot numbers on the various plan sheets. Sheet 3 • Show the future Route 47 right-of-way line. Adjust setback lines accordingly. • Fountainview Drive should be 39' B-B centered within an 80 foot right-of-way, with appropriate corner cuts at the intersection with Route 47. The centerline of —Fountainview should be shifted north about 7 feet to align with the centerline of the existing roadway intersection. • Show the future south right-of-way line, as well as the interim roadway and utility easement on County property. Also show the future sidewalk and future 10-foot wide public utility and drainage easement along the future south right-of-way line. • We need to discuss whether the walkway along the Route 47 frontage will be in an easement or within the IDOT right-of-way, and whether this walkway will be a 5-foot wide concrete sidewalk or a 10-foot wide bituminous pedestrian trail. • The private roadway to the north should have 12-foot minimum lane widths. This results in a 27-foot B-B pavement within a 30-foot easement. • Revise the curb radii at the N-S private roadway intersection with Fountainview Drive to be 40 feet to the BOC. • The N-S private roadway must be extended to the boundary of the property. A temporary grading easement from the adjacent property owner will be needed. Call for permanent guardrail at the end of this roadway, to be removed by the adjacent property owner when that roadway is extended. • Call for a streetlight at the common lot line of Lots 2 and 3. • We need to discuss if a sidewalk should be constructed along the N-S private road. • Easements will be needed along the private N-S roadway. The detention basin retaining walls will need to be moved back accordingly, and also to accommodate the possible N-S sidewalk. • Show how the driveway to the south will connect to the existing county facility. • Call for an asphalt driveway apron off the end of the Fountainview Drive pavement, connecting to the existing gravel driveway to the water tower. • Provide a detail for the retaining walls. • Eliminate the stand-along streetlight at the NE corner of Route 47/Fountainview. Call for a light on the traffic signal pole at the SE corner of the intersection. • The streetlights along Fountainview should be the city standard for commercial areas. Sheet 4 • Show sidewalk elevations along Route 47. • Call for a culvert beneath the sidewalk at ditch crossing. A railing may be needed at this location. • Provide a profile view and a striping plan for Fountainview Drive. • What is the purpose of the storm manhole to be placed over the existing 36" storm sewer to the south of the site? Sheet 5 • Show the proposed casing pipe for the utilities crossing Route 47. The casings should be long enough to extend beyond the future Route 47 widening. • An 8"watermain along the N-S roadway will be sufficient. This watermain must be extended to the northern boundary of the development. • The sanitary sewer along Fountainview Drive should be 10"diameter. Consult with YBSD regarding slopes and elevations. • We need to discuss whether a sanitary sewer extension to the northern boundary of the development will be required. • Show the storm sewer along both Fountainview Drive and the N-S roadway to be located down the center of these roads. Extend the storm sewer north along the N-S roadway, where it will discharge to the detention basins. Eliminate the storm sewer along the Route 47 frontage. • Show the existing well and water service to the county property. Call for a new water service from the Fountainview Drive watermain to connect to the existing service on the south side of Fountainview Drive. Call for the well to be abandoned. Sheet 9 • Revise the roadway typical section widths per comments above. Also, call for the edge of pavement to be sealed with hot-poured bituminous crack filler, Amoco 4451 geotextile at subgrade to a point 12"back-of-curb. Call for a 2% crown slope. • Delete all sanitary-related details and replace them with YBSD standard details. • Revise the valve vault detail to have"City of Yorkville—Water" cast into the lid. • Revise the storm manhole detail to call for Neenah R-1530 frame and lid in all areas. "City of Yorkville—Storm" should be cast into all lids. • Add details for streetlight items, pressure-tapping valve in vault, water service, fire hydrant, thrust blocking,restrictor manhole, flared-end-section w/grate, retaining wall, curtain wall, and level spreader. Please forward these comments to the developer. If you have any questions regarding these comments,please see me. , . United City of Yorkville 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-4350 e Fax: P 630-553-7575 PC# APPUCATION&PETITION TO AMEND ANNEXATION or PLANNED UNIT DEVELOPMENT(PUD)AGREEMENT Development Name: Yorkville Crossings Date of Submission: April 2, 2007 1. Name of Petitioner(s): Donald Hammen and Carol Hamman Address: 133518 Faxon Road, Piano, Illinois 60543 Phone Number. 630-554-9101 Fax Number. 630-552-7362 Email Address: c/o John Duggan: dugganjpdeaol.com Relationship of Petitioner(s)to subject properly: (ICOwner p Developer Q Contract Purchases 2. Name of holder of legal title,If different from#1: same If legal title is held in a Land Trust,list the names of al holders of any beneficial interest therein: 3 a. gtt ndd ss and g�ICsd IOCat�on�f sU 1JP�t ro /: 70 acre vacant part of Hamman POD desc ibeed fn Hance ems er y o O QveaL,y„ that. on= GAO ,.a address 8523 Rt 34) ..nJ X7.:6 a...aa Heath of C.i...a.,.. L...,.. a..d Est of F.i=ie Point. b). Legal description of property;attach as Exhibit W. C). Total Acreage: 127.56.Acres d). Kendall County Parcel Numbers)of property: part of 02-27-101-001 e). Current Zoning Classification: P°D' f). ���Classification Requested if in mNn . 8-3 for 70 acres south of Crimson Drive and Pr)D g.R-2 One Family Resident Di'btlict of the zoning orc[snance and D.R-3 General Residence District of the Zoning Ordinance for the 57.56 acre Residential 4. Names and addresses of any adjoining or contiguous landowners entitled to notice of petition under any applicable City ordinance or State Statute: (Please attach a separate list as Exhibit W.)Componene Page 1 of4 Unikd City of Yodcvi le Application Revised: 11!2&06 5. Date of Annexation or PUD Agreement sought to be amended: July 13, 2000 Name of Agreement Planned Unit Development and Annexation Agreement of Donald J Hamman and Date of Recording: September 15, 2000 Carol S. Hamman (Ordinance No 2000-34) Attach a true and correct copy of agreement as Exhibit°C". 6. State the items to be amended from the existing annexation or PUD agreement change zoning of area south of Crimson Lane to 8-3; change Concept Plan and uses for Residential Component to PUD R-2 and R-3; provide for dormant SSA; require SMPs in development. 7. Contact information: Name,address,phone number,fax number,and email address of person to whom inquiries regarding this petition may be directed: Attorney: Name: John Duggan Address: 181 S Lincoinway, North Aurora, Illinois 60542 Phone Number. 630-264-7893 Fax Number: 630-877-300-7451 Email Address: dugganjpdeaol.com Engineer: Name: Paul Sortie, Atwell- Hicks Adler: 1245 S Diehl Rd, Suite 100 Naperville, it 60563 Phone Number. 630-577-0800 Fax Number: 630-577-0900 Email Address: pbertieeatweli-hicks.com Land Planner: Name: Mike Schoppe Address: 126 S. Main Street, Oswego, 21 60543 Phone Number 630-551-3355 Fax Number: 630-551-3639 Email Address: mi keeschoppedesign.net 8. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project a. Original application with legal description plus 40 copies. b. Appropriate filing fee(Please refer to page 4 of this application Petitioner Route. Step 1.Fees and/or contact the Deputy Clerk for verification of this amount). c. Site Plan(if necessary): 40 sets folded to fit in a 10'x 13`envelope d. One CD containing one electronic copy(pdf)of each of the signed application (complete with exhibits)and site plan. • Page 2 of4 Mimi City of Yorkville Application Revised: 11/2&06 In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents ere true and correct and swear that the property to be annexed Is contiguous to the United City of Yorkville. Date: April 2, 2007 Petitioner(s)Signet • (All le al property ownenword signatures mussap r on this application.) r v , nald J. Ha carol . romas n • Subscribed and sworn to before me this 2nd day of April ,200 7 Notary Seal THIS APPLICATION MUST BE NOTARIZED. OFFICIAL SEAT. JOHN P.DUGGAN �y 8Su0 El(PIRES2.91 S Page 3 of 4 United City of Yotkvipe AmendAnnexationTUD Application Revised: 11126106 AMENDMENT TO ANNEXATION OR PLANNED UNIT DEVELOPMENT(PUD)AGREEMENT 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 maidng 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. a. Annexation/PUD Amendment-$500 b. 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(Le.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: City Council: The City Council meets the fourth Tuesday of the month at 7:00 p.m.in the Council Chambers at City Hall. A Public Hearing will be held at this time for the Amendment to Annexation/PUD Agreement. For a public hearing,the petitioner shall complete and submit to the Clerk's office an application with a legal description 45 days prior to the public hearing at the Plan Commission meeting.Notice will be given by publication by the United City of Yorkville in the Kendall County Record at least 15 days but no more than 30 days prior to the public hearing date. Before this amendment can move forward to Committee of the Whole,a'draft Amendment to Annexation or PUD Agreement must be written. Step 3: Committee of the Whole: The Committee of the Whole meets the third Tuesday of the month at 7:00 p.m.in the Conference Room at City Hal. 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 and for review of the draft amended agreement. Step 4: City Council for vote on the amended agreement. Any amendment to an annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements,fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original(retaining a copy for your records)to the Deputy Clerk,United City of Yorkville,800 Game Farm Road,Yorkville,Illinois 60560. a) 4 litt-wi..,,a,......._ Signature • '. er Page4 of4 United City of Yorkville Appicsdon Revised: 11/2$106 Exhibit A to Modification of Annexation Agreement: Legal Description of the Property • subject to the modification, the Subject Property: That part of the following described property easterly of Prairie Point Subdivision and Yorkville Crossings Unit One. x1ilbit"A" LEGAL DIDSCRIYII,QpiT :That part of:..gitsolitboatu.gilarterof SecticalL.pi#4f14:0!.$04.thwest Quart of Sectiorc 22,part atht!tiottlkostQuatterofSection 27. att4.:0*Or#4.:No4lhetagt Quartet 4jr-7`•:. ....4 ;Township 37 North,Range 7 East of the Third Principal Meridian described as follows: i.28, .1 • ,---.'46tilsiituditt,%4t an exittiOtiOtt 010:0#04f itaitlitiboioverth4prit0411.00000.40f*sogoiitt.fhp,::, ..„ center;,'66,;dr:fht Original Bristol and 0/0 Oiviegoi:Ratidprevio ly.%:de-sdAT described g 23805 WatittlitViitietizo$5i:,'31Y"Vroo;149z04.gitis ftkottieSoutheast:torner of Said:Segtiqglzvthen.00. soshteiyatang,41140.,lottotot 0*44.*::df:93021,07":•withthcottOiliti#Of V‘JS.::1?,0407'N .,: 411. measured from the Northeast to the Northwest,this line hereinafter referred to as line"A",30.05 footitol.gliolotthotiyfig4t7ofTway.lintof sal4Amgo.14;.'„,*m..0-„N.901**esterlyilanglint •• lif4**00147-9$400.711ie4 theoce‘tbuthwestvly.vatojolloitt*ctiOtattl.F4ine,;15:2i0„:.*etEft*:gotgt Northeasterlyiti*ggio.14-4 described- course,332.0 ..! 004..„0..onstaki. line foett0:„*0-ofotitio: asureaalong :;.:.Ii054.60!:**NOtthwestertrotitglifir4litet„litid.;thence Southwesterly*Tonga line formingangle of 87°07'OO"with the last described course,measured clockwise ....... 825.40 feet; !.:!.!'•. :01i'0,::!E;":, • . . the hist described course,measuredclockwise.ther itifromi,.5-014airee4.:02004'Stit#h*:04tott.tyilong.o.:ligt'forming an angle of 9ti713137•8*.ithihclast4Osoillet citt**40,,;0404$01'0ct00*wiselheretromt00410;pt. :: ii;,.!i.:: iti:0000.Na•tiii*testattrilogit:.fluotoi*itig*4441.6:Eof 100•0112,with the last described course, measured counter-clockwise 56j6ittikthenvieSbuthrtiyalon&*lit*TO*44':,,r: • Oglopf!..90.!7)!•20! *.itk'(#0•1*St4eteribed.0:411ttemeasureaclockwise tOje-jir004••140Z43,40,70#,...::: .:$10i*tiattoinbrj,fittitttOnratil:10EVAPFIL4nd:Prt'IntiltIMatisOL*1))*70:!40Wiftit::-. . -• • • •• . . *00.010410)01.1;1994 as Document 9406488;thence Easterly along the North line of said tract •• jaitr•ti.,731astfo4 tostho:No.ithetlylightof4wayof salt Rott.W34t,f1*40Bastetty46.12ig:titi*Northerly right-of-way line, 162.55 ;4,,;;:,.• 0„,':;, • ...„ • . . •,:„ rOott.4401.0;:gB00tIltal:044 said Northerly right-of-way line' kiOf#:tiajiono*tanentiaoui#*tA't44.1oft14*4*4ittitts:te.f 1A6239'reet,:, arc distance. „ . 01.6$,Xf.0041400.06;:14.10#4040toly,*60itsiiid:NOrtheily).403i4f.4wayline.being:tanscatE4o**4E descdbd curve at the last described point,4,268.99 feet to a line drawn parallel with line"A" goTuOsstoilk:•fitittitteptattoTtitOilliinfg•:itherxt:,t100*Steitly*O.00*014,0040,0t*il,040$0,15.111p,'.1„1!"ii,,'::::- feet to Thepoint of beginning; together with that part of U.S.Route 4 lying Southerly of and Ojealitittt t&ihtiotottetty:Isetetni:AcsokiindiotttistolTownsbpi;•Pii401:0411*f.,-,A1(iXots4at.,... • . .„.. 004.44.tifit.'oitotat•tit25768,Acresofland,more or less. • EXHIBIT"B" TO APPLICATION PETITION TO AMEND ANNEXATION OR PUD AGREEMENT OF DONALD J. HAMMAN AND CAROL S. HAMMAN CHART OF LAND OWNERS CONTIGUOUS AND ADJOINING ENTITLED TO NOTICE OF PETITION LOCATION OWNER ADDRESS West and Applicant,Donald J. Hamman and Donald and Carol Hamman South Carol S. Hamman 13351 B Faxon Road Plano,IL 60545 West John Smith,Jason Poppen,Robert c/o Jason Poppen Wegner,and Thomas Zanck 759 John St. Yorkville,IL 60560 North Menards,.Inc. Menard, Inc., Properties Division 4777 Menard Drive Eau Claire, WI 54703 North Prairie Meadows Subdivision AMG Homes 534 Blue Stem Drive Yorkville,IL 60560 East Autumn Creek Subdivision c/o Pulte Home Corporation 1901 N. Roselle Road, Suite 1000 Schaumburg,IL 60195 ot.":„4„or.,„.,...,,,,,,,:,'-i;!••,::- :.„,:,;,1.:ii:.:.!,,,•• . . • ..-...--,..„„„„„;:„..., :,..:.„..„ {j . i-giltri.•::"7. :::::.::. .. f m i, ,` 0`,,IYO.2Ot�-af`. * 4F " r ' �+�'�1i ` N ate, . 1S-1kt 'Jlttetl�St 4itli'e UN :� p yp ft ,° 4: -° � � '�d � Ctt.l t ^ 1 iirdescn iitti4i� 'W,,a� : n�� t M iA @ '' . � p t i by OF 40a ' P�:s 4 1 J7 .moi�Il:A � a carr tq e t . t r4 ot't . tttrih s -- ' 0 4104.11 4i Il 5/4I::151 1 aanneta�: , t t . TI ORE B ,IT'D 1NEDBY'BM YO ;I CITY CO JN ,OF Th TtRaIT OF' ,. iD. .�.COU. l'.1TY.4 UL1NQ1.i 4.5..!VOIXOW.S ...::. . :!..:.:!.!.. .. Sectlot'I:T the 1yorai t�Ctem Jierewtat ri atut:d� tti. ute ...•611 b f of Qit7 a Plmt.De 'etopini auris Aim_ OatInAgreement ponce .tom. tion and le . mof'the l'estate.ties l therein,.a copy cf tch `�ed'TPub. Dev x eft n:Agre ertt . ecl.herd slid r246 - alt tl f' STs Oitilitl ice shaitbe fitli fore and.-..effectliom t s ps vaIas vzd ,i law �T CALIJI .;: ,ft - DA-'�.OCKSTADx • ''.: .. . ., ,...:..,:„.. RICHARD � (t. 2, Q VBl SPEARS L T TH Stil :".7.,....:,_:.„ ........ ..:.,...„.......:5:.4. „ . • Uv YorileoohAIIt ` tie aal n of ' A'ar s AD.20A. r ,'" .camS e ;r >A :, r4/ '' '''' .. . '''''''::::-.: �, ? PASSED by the City Council of the United City of Yorkville,ICdnidall County,Illinois this 3_day of ,A.D.20111L. Attest: 134,19•CcLik ,K. Na ' nLrND CITY CLERK • Prepared by and return to: Law Offices of Daniel J.Kramer. 1107A S.Bridge Street Yorkville,Illinois 60560 630.553.9500 -3- LEGALIIGA14:DE$CRWTIPX y 'That p So astp uar r of Senn 21,oart 111:0:Sotithwest QgartSouthwestaf Section 22,part ©f the iTo;tvest�Qua r offS tion 23 044',pit of the Northeast quarter of Se n: , Towtsitt.0 ':1+ ,= 7 East of theT1ittit PiitOipaLlidetidian,described as follows:: Commencing at.an�s g i rn:pipe said to beover the: t�locat ion of a�in the; .„ r;�c f the i�B to . Os Road ously de�bedg 23,E . in > id;th e 3 l ftnnIthe:Southeast corner of sad S tion'22 t encs Northerly along;ane f ug an angle f93°23'07"'wi e:ptotOc line cif 'S.Route No , measured;f �to therNo wes , line he a# ` e i as:line" 3{la foottol4onettlititiyitittittsf4wayliito.ofsaid Route 3 f the Northwest l r alotrg aforesaid':::tifotooia 7980,ftio4 Southw ly,parallel's th said°+centerliaae,:33 ► r a or h t . Nor heasto4 al t e last describitdguts,33 then enN al ng `line ', 1,22 feet t not nem !It ie ' 2,054.60. Northwesterly of sak ewer ;thence SO*Westetir along;a f 4e of 8 7160":with flee l �l couc r,measured se the e+ tom,.l � 3 l�Merl' og a line:w :a n a o 10.140 " .last t e cot ,m gfii4cl c therefrom, 08.20 t1i a Southwesterlyalong a line f+ ntg an angleAfitkir9i,cer35r withlast 40gmittet course,.measuredcockwi 'the m,3,36 9 ,; then Nort st a rinaam ing an angle of 130001' "with the-last described tom. measured u nter-clockwise the mm 56.70: ;liteace.;Southetlyalortga l�foZnr� ,angle of °21'26h ith last440k4eserilied court,meas! plockw:seth+e a 1,36 3 tot. Norhwest r atra:c v to K:ndl rogtila lV ra 7 W D r riled 17, 1 a$ tt 9 884 thenc a easterly alestg= N lineof tri atrpt�T a the laic fesotilaed course,349? f thence Sou rly att g l dt 178t to the Nerlr rpt-ofyr of 1 34 ticef ter Northerly right-of-way l 162.55 'ly a3 sail k ortherl OBlit-ofyw►line .: btitittilong t entiai curvefih•e leg ha �s :us of 1, 39 fear an distancefit 976.5 t tettoni*1 rn ' iy along said Northeily right-of-way 1int bola&tang t+o t#04 described cu rve►atthe last r bed int,4,268.99 f oto aline drawnpara lel v$41ine s • Southeasterly from tlie01"itt of be th a Northwesterly lc d peel true,7 adjacent tea an:describ ed,m Bristol Totes Kendall County,fids is a otal ofd d8 AcresoflaniLmcg or 1 . ANSHIMAS,,theOWNOSIPEVILOPIW of the property 4eactibeditxtulixt1%9;litiVii, requested the CITY t6.***tba=_.-010 real property into die CITY; and its Plan Commission considered the Petition; the Plan.Corninittionlias heretofore approved the proposedlandttses and tlitOnittg4f010AatttoAtitbetetjuostoftheOWIOS-VE.MQP;;1;.. and the CITY;and WHEREAS,,ail-parties to this Agreement are desirous of setting forth certain!tern*and conditions upon which the real property heretofore described in Exhibit"A"will beannexedinthe CITYin an orderly and Other toprovide hntr the real property described in Exhibit",A1' will be developed within the CITY in an orderly*atter;and WHEREAS, the_OWNERS/DEVELOPERS and their representatives have discussed the proposed AnnexationofExhibit"A"andthedevelopment of all the'subjectproperty"and havehact public meetings with the City Council;and prior to the execution hereof,notice was duly puhliiitte4 and apublithcaringlvashelito consider thisAgreement,as required by the gannet of the, of Illinois in such case made anaprovided. NOW THEREFORE,for and in consideration ofthemutualpromises and covenantaherein. vontibri,d1wpattles,agiie,v04er.the-teitos,and anthotitY'ProWldd in 65 4,,C$'571 w15-01041165 4.1,*1.0061,,as follows: I. ANNEXATION AN])ZONING: The CITY shall adopt an ordinance 11111Adlig to the arY4lliathezoi „ property des4ribedin the attached Exhibit "A" and the CITY in said• ,. . ••" ordinance 1 zonethereal property described on Exhibit"c.",stible0t0 the Whoterms of-this Agreement as B-.3 Service Business Ditruicpas. designated in the attached Annexation Plat incorporated herein as Exhibit -kir% Said zoning shall the uses,size,density,areas,.coVetageittidniaxitninn blinding heights as-Set kali on Exhibit ID",B-3--Service Bushiest and said real property Shill be used and developed in accordance*t. 5/11-15,1 through 65 MOS 5/11-15.1-5,and in accordance with the:City Subdivision.Control and Zoning Ordinances. B. The CITY shall adopt an ordinance annexing to the mall°Like:teal property, described in the attached..Exhibit "A" and the MY in said pratuanc4shalt.;9,ROthe*4 property described in Exhibit subject to . further terms of this Agreement as R-2 Single Fondly Residential Districtas designated in the attached Annexation Plat incorporated herein as gthibit. 41r. 2 1 • Said zoning shall allow the uses,size,density,areas,coverage,and maximum building heights as set forth on Exhibit"F",R-2 Single Family Residential District,and said real property shall be used and developed in accordance 65 ILCS 5/11-15-1 through 65 ILCS 5/11-15.1-5, and in accordance with the City Subdivision Control and Zoning Ordinances. 2. The CITY agrees that in consideration of OWNERS/DEVELOPERS voluntarily annexing the real property described in the attached Exhibit"A"to the CITY, and developing the real property described in the attached Exhibits "C" and "E", the CITY and OWNERS/DEVELOPERS will each undertake the following duties, covenants,and obligations: A. i. OWNERS/DEVELOPERS agree to enter into a written agreement with Menard, Inc. and the CITY which shall provide that upon approval and execution of this Planned Unit Development and Annexation Agreement by the CITY, OWNERS/DEVELOPERS shall immediately dedicate for right-of-way purposes as depicted on the Plat ofDedication ofRight-of-Way incorporated herein as Exhibit "G",right-of-way for extension of Countryside Parkway to the East and the extension of McHugh Road to the South to its intersection with Illinois Route 34,all as depicted in the attached Exhibit"G". ii. Said dedication shall be to the CITY and shall be at no cost to the CITY. iii. The portion of Countryside Parkway on the subject property shall be designed and constructed to accommodate heavy truck traffic not exceeding 80,000 pounds to conform with Class II Road Standards under the Illinois Motor Vehicle Code, including the large tractor trailers that bring Menard Inc.'s deliveries, aggregate trucks, and heavy construction vehicles. Countryside Parkway may be used by aggregate vehicles to or from the subject property during the period that dredging and construction of the regional detention pond is permitted. iv. In the event OWNERS/DEVELOPERS do not install the street that is shown in the attached Exhibit"I"which runs parallel with Illinois State Route 34 and further acts as the separation or buffer between areas zoned B-3 Service Business District and R-2 One Family Residence District,by the time a need exists for the CITY to extend sanitary sewer or watermain to the East of the subject property, 3 t OWNERS/DEVELOPERS agree to dedicateto the CITY at no neat an easement of sufficient width to install it sanitary,sewer line and vtatermain adjacent to the proposed street dedication to serve the feel properly to the Etta. ONVIeLVDEMOPERS.Wililla be required to pay any cost of said extension and the CITY-willhold them harmless from any liability during said improvements. B. The Agreement between IVIewd,hic.and OWNERS/DEVELOPERS shall specifically grant authority by OWNERS/DEVELOPER& Enter upon said dedicated right-of-way to construct at Menard, Inc. expense the Subject roadways and to obtain temporaty construction easements in addition to the roadways,if necessary.. ii. Authorize and penult the extension of ell CITY, Yorkville-Bristol Sanitary District,and public utilities including, but not limited to telephone,electric and gas through said area. Consent to the rebate of sales tax revenue by Alward*Inc.under its Development and Annexation Agreement viitiLthe CITY,as to salts tax revenues generated on the areas zoned B-3 Service Business: District in this Agreement,in order for ivienartl, Inc.to recover the cost of road and related improvements over the areas of OWITERSIDEVELOPERS real property described in Exhibit GH. iv. To provide for the creation of a perpetual easement Wee cost,terms and conditions to be agreed 'Von between J*11114 Inc. and OWNERS/DBVELOPERS for the right to discharge ateitinvater drainage intbAxegional'detention facility to be constructed upon the real property ofOWNERS/DEVELOPERS for all ofthe real property whish is being purchased byMenerti,Inc.and which is described in the attached Exhibit 11". v. That the cost of acquiring any overland or piped,overflow discharge route shall be determined as to allocation between Iviettard,Inc.and OWNERS/DEVELOPERS. vi. That in the event the alignment Of Mciltigh Road and State Ratite 34 vary due to any requirements of the Illinois Department of Transportation Igettard, Inc. and OWNERS/DEVELOPERS Shall modify by Plat Of Dedication of Right-of-Way required to be. dedicated in order to provide'a signalized intersection for the benefit of all parties hereto, 4 x s ..!..,:„„„„!,,„„,„„::: ,..,,„„ : -...::,i!!!;..:„! i,::,,,„.„,:;*,,,TN,!,,:: .„„„„,:„,„: . . : •.-:.7f1 '.'::::"!!'..1 • .':'•••= :..=.=='•••••'''-'•':•:r„::)Eas,,Ii4tvo --- - - .- ., „-.,,,,,,: ::'''''.'ily,AlotDvilz•-,---!;:-, - � � � � x :: f:,suin4.,,,,,,,,,,„„-.,:::-_ :. ,,,,,,----:•-•:,,,,,,„„„„,:i-,:.... .. ..:.0,-4.pmy::,.,:,..-....: ,:..,,,,,,„,."",",,,,...„,",;-.:;,...,.,-...,,:,,,„,„,,,,Alimilli,,,,,,,1111,,,,!!,,i,!,,!1,,.'.! , consi(erattoi o /3 'LOi?B `tle: 9 thy; t�e e =� pa ,�o aae � ytothe. a e ,U `•�i �' t � t•r a ::at :t�1 0® z 't� , Route 34,a td . •nstt n t9 r � #�: !:„;,...,,',,• � 0 e th e Ja 1ii' 0 fiox •�� ms's share of the at44 �F ..;:,1$1q,7:',•:.:(� Eef a �o a ora @W& ci The 50 fin*ate rebat•e WU1 � ar aero :.' o� 1 fob;6 0 . a e �s 'tlts ui8 3 Ite b tar !"111:1,iiiiillii-t.' 1,„ 1�� 4e wn f� t `t Fox rte ` s & _ ce fees • paid a fuel e� ' to edby` °° A • �x. 'fie �I deet to d � s ate tf tls "` a a t .i+o s w : e tribute of e e d+i]Q � t a at•oms. • et "• -� sub it < • y�Qy mai ll e t _.. .. _ fS .... i . • i rkin ►9'atid, gitivilixo o ff.m t3 ,1 f e_ at 4„wess 't • , •5 iiiiiimattOoriststertrionxitiztiOrAionoxforiSitittqor • I.4' a'Yl:.. T1 t Com; .• T. •r a�s1;1!;11111111111i1111111iIIIIii111111011111:1P,',',,,: ',7.r e 1.� n���e s �, ��+ ��� a i)1.1a • • :4Ea � ° tic to ax W5 eoftheitottete: + ' 1✓ r8 gg % @C' e .* 411vE:ti FJbv'"a @ ui41 Je. welt 'S' rryidoijoiati s.: iss �1�174H,� VieGi '�*3R�� ��'"�`+'01,BIO•+q .. :. tie,:: ! � - t ete • • ._ �` - OWNERS'/DEVELOPERS' real property to serve the Menard,Inc.parcel (Exhibit "H"). It is acknowledged by the CITY and , OWNERS/DEVELOPERS that it is the intent of the parties hereto that the . detention requirements for the entire Menard, Inc. parcel will be met by • OWNERS/DEVELOPERS providing all Stormwater detention to be • constructed on their real property. OWNERS/DEVELOPERS shall require in the lease or license to the batch plant operator that all sales from the temporary concrete batch plant shall be invoiced from the subject property and that all sales tax be reported as received at the subject property. D. Except as otherwise provided in this Agreement,no change,modification or enactment of any ordinance,code or regulation shall be applied during the term of this Agreement so as to affect the zoning classification of the subject property,the Bulk Regulations,including,but not limited to setback,yard, height,FAR and frontage requirements,contribution ordinances and the uses permitted thereunder by the Zoning Ordinance of the CITY in effect as of the date of this Agreement, except to the extent BOCA Building Codes, Fire Codes and like Ordinances which are non-monetary in nature are from time to time amended affecting in a uniform and non-discriminatory manner all subdivisions within the CITY, which are not Final Platted, or for which building permits have not been issued. Except as modified by the terms and provisions of this Agreement,the OWNERS/DEVELOPERS shall comply in all respects with the conditions and requirements of all Ordinances of the CITY applicable against property similarly situated and zoned within the CITY as such ordinances may exist from time to time subsequent to annexation to the CITY, provided, however, notwithstanding any other provision of this Agreement, if there are changes to said Ordinances, regulations,or codes which are less restrictive in their application to similarly situated and zoned lands, then the OWNERS/DEVELOPERS, at their election,shall be entitled to like treatment with respect to the subject property being annexed herein. E. It is understood and agreed that all subsequent amendments of this Agreement,Plats of Subdivision,or any development of the subject property may be obtained for all or any portion of the subject property without affecting the rights, duties or obligations of the parties hereunder or their assigns as to the balance of the subject property not included in the afore described actions. ( L • F. • • i. It is agreed that other than the existing Ordinances dealing with land cash donations for the schools and parks; and fees for building permits, occupancy permits and tap-on fees, transition fees to the CITY and Yorkville School District,and review fees in the event any portion of the "subject property' is developed for residential purposes,that no additional fees or donations will be required by the CITY from OWNERS/DEVELOPERS,except as maybe charged on a non-discriminatory basis to all residents of the CITY. ii. OWNERS/DEVELOPERS agree on their own behalf and that of any future OWNERS/DEVELOPERS to voluntarily pay school transition fees as are in effect with the CITY at the time of execution of this Agreement,as to the portion of the real property that is developed for any residential purpose. iii. OWNERS/DEVELOPERS agree,as part of their land/cash obligation for park development,to configure and dedicate a beach front park of no less than five(5)acres at a mutually agreeable location on the East end of the proposed excavated area as depicted in the concept Regional Stormwater Detention Area attached hereto and incorporated herein as Exhibit"I". It is contemplated this park will have beach frontage of seven hundred thirty-two (732') feet. The donation will be measured from the average water level of the pond. OWNERS/DEVELOPERS will,at the CITY's direction,rough grade a beach shelf with a reasonable recreational slope to a five(5')foot depth. It is contemplated that this park donation will be located at the easterly boundary of the property so the CITY may join it with other park donations or acquisitions from adjoining property assembled by it in the future. iv. OWNERS/DEVELOPERS further agree to dedicate to the CITY a 66' x 150' parcel from the easterly proposed roadway to the lake at approximately the midpoint of the lake,the subject property being (the unnamed road contemplated easterly of Countryside Parkway) northerly of the interior arterial street separating the commercial area from the residential area, for all public purposes to the edge of the pond shall be dedicated by OWNERS/DEVELOPERS to the CITY as part of the Final Plat for the residential area. It is contemplated that this right-of-way shall be for uses to include,but not limited to, emergency ingress/egress,location of the storm sewer outlet,public 8 utilities, and any other proper governmental or Home Owners Association usb the parties may designate. v. OWNERS/DEVELOPERS agree to dedicate to the CITY for park purposes, the approximate one hundred thirty (130') foot strip adjacent to the northerly roadway being constructed by OWNERS/DEVELOPERS and the end proposed residential lot at the North-West edge of the area being developed for detention purposes, at the time the roadway is installed by OWNERS/DEVELOPERS; and running parallel with the westerly line of the West commercial parcel as set out in Exhibit"I". vi. The dedication for park purposes to the CITY shall conform to the following standards: 1. Develop and construct the beach area on the five acre parcel and on the 66'x 150'lot. 2. For a distance of 150'back from the normal water edge and going into the lake for a distance of 150'the grade shall be no greater than 10:1 with a minimum thickness of 12" of sand. 3. The remainder of all CITY sites shall be landscaped with a minimum of 6"of topsoil,graded,and seeded. G. The CITY agrees to cooperate with the OWNERS/DEVELOPERS, in the procurement and execution of all necessary applications for permits to the Environmental Protection Agency(EPA),Army Corps of Engineers(Corps) and/or the Illinois Department of Transportation for road access in the construction and use of sanitary sewer,storm sewer mains including but not limited to any off-site stormwater discharge route to the Fox River,and water mains described herein as well as the construction of roadways and the Stormwater detention areas located within wetlands, if any,on the subject property IL OWNERS/DEVELOPERS and CITY agree that the area to be used for a "Regional Stormwater Detention Area" shall be located within an area described in the attached Exhibit "I" which is attached hereto and incorporated herein by reference. Said Regional Stormwater Detention Area shall be subject to the following terms and conditions: 9 1 A The area shall consist of a maximum of 90 acres,with the minimum acreage configuration and storage capacity based upon a land planning and engineering study to be submitted by OWNERS/DEVELOPERS and Menard,Inc.subject to approval by the CITY. OWNERS/DEVELOPERS shall further maintain a 185' setback from all adjoining property boundaries. ii. The area used for the Regional Stormwater Detention Area shall be excluded from Land-Cash Contributions and School Transition Fee Contributions for purposes of calculating those contributions of any area of the Regional.Stormwater Detention Area located within a residentially zoned portion of this Agreement. iii. That during the construction of said Regional Stormwater Detention Area, OWNERS/DEVELOPERS shall be allowed to extract and process black dirt,clay,sand,or gravel and sell the same off-premises without being in violation of any Ordinance or Regulation of the CITY, so long as OWNERS/DEVELOPERS comply with any applicable law, rules and regulations provided under the Illinois Surface Mine Act,Illinois Environmental Protection Agency,and any other State or Federal Agency from whom OWNERS/DEVELOPERS may be required to comply with as to operation,permit,or report to in regard to said excavation and extraction. OWNERS/DEVELOPERS shall have the right to construct a scale- house on-site which shall be served by individual well and septic unless CITY sewer and water is within 250'. Said scale-house may be included in a storage building not exceeding 8,100 square feet to house office and equipment storage until the detention facility is completed within one hundred eighty(180)days of the completion of the detention facility the scale-house and building shall be removed unless the CITY approves retention of the public building for governmental purposes,in which case the parties would negotiate an agreement to transfer the same. iv. That the right to remove materials for the construction of said Regional Stormwater Detention Area shall be in conformance with an Engineering Plan approved by the City Engineer for the CITY as to the volume of stormwater detention and storage, methods of constructing and final configuration of landscaping plan. The removal of said material shall not be permitted in any area zoned B-3 Service Business District; and a maximum slope of 3:1 shall be maintained from all commercial property lines. 10 v. That the length of time of extraction and off-premises sale shall not exceed twenty (20) years from the date of execution of this - Agreement. I. The parties hereto agree that the subject property may continue to be used for existing agricultural uses until the subject real property is developed. In addition thereto,all such agricultural uses thereof shall be considered legal,non-conforming uses. ii. The CITY agrees that,after a Final Plat of Subdivision is recorded and the applicable bonds or letters of credit are delivered to the CITY, the OWNERS/DEVELOPERS shall not be required to construct all on-site and off-site improvements prior to issuance of a building permit for buildings or improvements on any portion of said subdivided land,if consented to by the City Engineer which consent shall not be unreasonably withheld. Rather, the OWNERS/DEVELOPERS shall be allowed to construct the required off-site and on-site improvements simultaneously with the issuance of building permits for individual lots and/or buildings, but it is understood that building permits may not be issued unless OWNERS/DEVELOPERS have provided adequate road access (paved roads)to the lots for emergency vehicles and have provided sufficient water supplies for fire fighting purposes. However,all off- site and on-site improvements(except final lift of bituminous asphalt surface on roads and landscaping),serving any said lot or building shall be installed by OWNERS/DEVELOPERS and approved by the CITY before an occupancy permit is issued for said lot or building and the balance of the required on-site subdivision improvements not required to serve said lot or building may be constructed in phases, consistent with each recorded Final Plat of a phase or unit of said development,as the development on each unit progresses. iii. It is understood that the CITY will cooperate with the OWNERS/DEVELOPERS in the procurement and/or execution of the necessary permits from the appropriate government bodies to allow the construction of the street access from the subject property onto Illinois State Route 34 for the development of the "subject property". 11 iv. It is specifically understood . and agreed that the OWNERS/DEVELOPERS and their successors and assigns shall have the right to sell,transfer,mortgage and assign all or any part of . the subject property and the improvements thereon to other persons, trusts,partnerships,firms,or corporations for investment,building, financing,developing and all such purposes, and that said persons, trusts,partnerships,firms or corporations shall be entitled to the same rights and privileges and shall have the same obligations as the OWNERS/DEVELOPERS have under this Agreement and upon such transfer,the obligations pertaining to the property transferred or sold shall be the sole obligations of the transferee, except for any performance bonds or guaranties posted by OWNERS/DEVELOPERS on any subdivided or unimproved property for which an acceptable substitute performance bond or letter of credit has not been submitted to the CITY. v. It is understood and agreed by the parties hereto that time is of the essence of this Agreement,and that all of the parties will make every reasonable effort, including the calling of special meetings, to expedite the subject matter hereof;it is further understood and agreed by the parties that the successful consummation of this agreement requires their continued cooperation. vi. The Covenants and Agreements contained in this Agreement shall be deemed to be covenants running with the land during the term of this Agreement and shall inure to the benefit of and be binding upon the heirs, successors and assigns of the parties hereto, including the CITY,its Corporate Authorities and their successors in office and is enforceable by order of the Court pursuant to its provisions and the applicable Statutes of the State of Illinois. vii. If anyprovision of this Agreement is declared invalid or illegal � g by a Court of competent jurisdiction,then said provision shall be excised herefrom and the remainder of the Agreement shall not be affected thereby. 4. The OWNERS/DEVELOPERS acknowledge that they must annex the real property described in Exhibit "A" when development is sought by them or any future OWNERS/DEVELOPERS to the Yorkville-Bristol Sanitary District, and further acknowledge that annexation to the CITY in no way guarantees sewer service to the entire parcel by the Sanitary District. 12 • 5. BINDING EFFECT AND TERM: A. This Development and Annexation Agreement shall be binding upon and inure to the benefit of the parties hereto,and their successors and owners of record of land which is the subject of this Agreement assignees,lessees,and upon any successor municipal authorities of said CITY; so long as development is commenced within a period of twenty years from the date of execution of this Agreement by the CITY. B. CITY and OWNERS/DEVELOPERS agree that the terms and conditions of this Agreement are contingent upon OWNERS/DEVELOPERS,CITY and the Menard,Inc. entering into a Development and Annexation Agreement providing for the enforceability of the joint obligations effecting Parcel"A" of OWNERS/DEVELOPERS and the real property ofMenard,Inc.described in Exhibit"H"of this Agreement. 6. NOTICES: Any notices required hereunder shall be in writing and shall be served upon any other party in writing and shall be delivered personally or sent by registered or certified mail,return receipt requested,postage prepaid,addressed as follows: If to the CITY: Mayor and City Clerk 800 Game Farm Road Yorkville,IL 60560 With a copy tb: Daniel J.Kramer,City Attorney 1107A S.Bridge St. Yorkville,IL 60560 If to the Owners/Developers: Donald J.Hamman and Carol S.Hamman 13351 B Faxon Rd. Plano,IL 60545 With a copy to: Attorney,John Duggan 407 W.Galena Blvd. Aurora,IL 60506 or to such other addresses as any party may from to time designate in a written notice to the other parties. 7. ENFORCEABILITY: This Agreement shall be enforceable in any Court of competent jurisdictions by any of the parties hereto by an appropriate action of law or in equity tti secure the performance of the covenants herein contained. 13 1 A In the event any portion of said agreement becomes unenforceable due to any change in Illinois Compiled Statutes or Court Decisions, said enforceable portion of this agreement shall be exercised therefrom and the remaining portions thereof shall remain in full force and effect. 8. ENACTMENT OF ORDINANCES: The CITY agrees to adopt any ordinances which are required to give legal effect to the matters contained in this Agreement or to correct any technical defects which may arise after the execution of this Agreement. 14 • ; t • • WIlisjESS INIIERE014 the umietsigfted have he setfiteir bands Wee&this .khda 204S1t CrIV: . • . 4 TIM UNITED CITY OF YORKVILLE --„, 440,- • ASAA4TC:k 444 AIOStr: 0: 411/4, WOLtRK OWIsIERSIDEMOPEIM r, 1044,444114 1)(Z1Ali1rk / ra.effaent.W.44" CAROL PteParad by anti return to: 1,ttat Offices of Daniel S.ICtaraer 1107A S.Bridge St, •Yorkville IL 60560 t630)551-9S00 15 meressassmermigmlit, EXHIBIT LIST Exhibit"A" - Legal Description of the entire parcel Exhibit"B" - Plat of Annexation Exhibit"C" - Legal Description of B-3 Service Business District zoned area Exhibit"D" - B-3 Service Business District Ordinance Exhibit"E" - Legal Description of R-2 Single Family Residential District zoned area Exhibit"F" - R-2 Single Family Residential District Ordinance Exhibit"G" - Right-of-Way Nat of Dedication Exhibit"H" - Legal Description of the Menard,Inc.Parcel Exhibit"I" - Regional Stormwater Detention Area Exhibit"J" - Identification sign drawing 16 1 t • Exhibit"A" LEGAL DESCRIPTION That part of the Southeast Quarter of Section 21,part of the Southwest Quart of Section 22,part of the Northwest Quarter of Section 27 and part of the Northeast Quarter of Section 28, Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Commencing at an existing iron pipe stake said to be over the original location of a stone in the center line of the Original Bristol and Oswego Road previously described as being 23.05 chains West and thence 35°30'West, 11.02 chains from the Southeast corner of said Section 22;thence Northerly along a line forming an angle of 93°23'07"with the center line of U.S.Route No. 34, measured from the Northeast to the Northwest,this line hereinafter referred to as line"A",30.05 feet to the Northerly right-of-way line of said Route 34;thence Northwesterly along line"A" aforesaid 798.60 feet;thence Southwesterly,parallel with said center line,332.0 feet for a point of beginning;thence Northeasterly along the last described course,332.0 feet to said line"A" thence Northwesterly along said line"A", 1,225.95 feet to a point measured along said line"A", 2,054.60 feet Northwesterly of said center line;thence Southwesterly along a line forming an angle of 87°07'00"with the last described course,measured clockwise therefrom, 825.40 feet; thence Northwesterly along a line which forms an angle of 269°46'00"with the last described course,measured clockwise therefrom,508.20 feet;thence Southwesterly along a line forming an angle of 91°07'35"with the last described course,measured clockwise therefrom,3,369.33 feet; thence Northwesterly along a line forming an angle of 130°01'22"with the last described course, measured counter-clockwise therefrom,56.76 feet;thence Southerly along a line forming an angle of 90°21'26"with the last described course,measured clockwise therefrom, 1,362.93 to the Northwest corner of a tract conveyed to Vijay K.and Promila Marawaha by a Warranty Deed recorded June 17, 1994 as Document 9406488;thence Easterly along the North line of said tract at right angles to the last described course,349.64 feet;thence Southerly along the East line of said tract 731.78 feet to the Northerly right-of-way of said Route 34;thence Easterly along said Northerly right-of-way line, 162.55 feet;thence Easterly along said Northerly right-of-way line being along a tangential curve to the left having a radius of 1,402.39 feet,an arc distance of 976.52 feet;thence Northeasterly along said Northerly right-of-way line being tangent to the last described curve at the last described point,4,268.99 feet to a line drawn parallel with line"A" Southeasterly from the point of beginning;thence Northwesterly along said parallel line,798.60 feet to the point of beginning;together with that part of U.S.Route 34 lying Southerly of and adjacent to the property hereon described,in Bristol Township,Kendall County,Illinois and containing a total of 257.68 Acres of land,more or less. Exhibit"C" LEGAL DESCRIPTION B-3 Zoned Area That part of the southeast Quarter of Section 21,part of the Southwest Quarter of Section 22,part of the Northwest Quarter of Section 27 and part of the Northeast Quarter of Section 28, Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Commencing at an existing iron pipe stake said to be over the original location of a stone in the center line of the Original Bristol and Oswego Road previously described as being 23.05 chains West and thence 35°30'West, 11.02 chains fro the Southeast corner of said Section 22;thence northerly along a line forming an angle of 93°23'07"with the center line of U.S.Route 34, measured from the Northeast to the Northwest,this line hereinafter referred to as line"A",30.05 feet to the northerly right-of-way line of said Route 34;thence northwesterly along said line"A", 798.60 feet;thence southwesterly,parallel with said center line,332.0 feet;southeasterly along a line drawn parallel with said line"A"27.25 feet for a point of beginning,being on a line which is 800 feet northwesterly from and parallel with the aforesaid Route 34;thence southwesterly along said parallel line 2419.08 feet;thence northwesterly 1361.69 feet along a curve non-tangent to the left,having a radius of 2245.00,a delta angle of 34°45'09"and a chord distance of 1340.92 feet,the chord of which forms and angle of 123°46'13"with the last described course,measured counter-clockwise therefrom;thence westerly along a line tangent to the last described curve, 444.92 feet;thence southwesterly along a line forming an angle of 135°46'21"with the last described course,measured clockwise therefrom 465.41 feet;thence northwesterly along a line forming an angle of 130°01'22"with the last described course,measured counter-clockwise therefrom,56.76 feet;thence southerly along a line forming an angle of 90°21'26"with the last described course,measured clockwise therefrom, 1362.93 feet to the Northwest corner of a tract conveyed to Vijay K.and Promila Marawaha by a Warranty Deed recorded June 17, 1994 as Document 9406488;thence easterly along the North line of said tract at right angles to the last described course,349.64 feet;thence southerly along the East line of said tract,731.78 feet to the northerly right-of-way of said Route 34;thence easterly along said northerly right-of-way line, . 162.55 feet;thence easterly along said northerly right-of-way line being along a tangential curve to the left having a radius of 1402.39 feet,an arc distance of 976.52 feet;thence northeasterly along said northerly right-of-way line being tangent to the last described curve at the last described point,4268.99 feet to a line drawn parallel with said line"A",southeasterly from the point of beginning;thence northwesterly along said parallel line,771.35 feet to the point of beginning,in Bristol Township,Kendall County, Illinois,containing a total of 144.8 acres of land,more or less. 10-70-1 10-7D-1 CHAPTER 7 BUSINESS DISTRICTS • ARTICLE D. B-3 SERVICE BUSINESS DISTRICT SECTION: 10-7D-1: Permitted Uses 10-7D-2: Special Uses 10-7D-3: Lot Area 10-7D-4: Yard Areas 10-7D-5: Lot Coverage 10-7D-6: Maximum Building Height 10-7D-7: Off-Street Parking and Loading 10-7D-1: PERMITTED USES: All uses permitted in the B-2 District. Agricultural implement sales and service. Appliance - service only. Boat sales. Building material sales. Business machine repair. Car wash without mechanical repair on the premises. Catering service. Drive-in restaurant. Electrical equipment sales. City of Yorkville Exh1 bio "i y' wook A e..3:s... a f ♦ f 111.70-1 Peedand grain sales. Frozen food tacker. Furniture-repair and refinishing. CO driving range, 'Greenhouse. Mini warehouse storage; Miniaturegolf, Nursery. Orchard. Pan chard.Pant commercial recreation Pluming supplies and fixture_sales.. Pump des.. Sicating rink: Sports arena. Stadium. Texlcab garage Tennis-court-indoor. .. Traver rental. Truck rental. 1plclatery:shop: Veterinary :clinic. (Ord. 1,973-86A, a-2844; Bata. Ord. 1986-1,.1,986 C 1988,7;4-14-88} ei0ofY'brt t :104D4 .,-404EP*2 SPECIAli..1.1Sfair • All special uses permitted,.„.. Amusement park. Boat launching Boat rental and storage. (Ord.. 127,056.A.,•34•2844). • 10473-0:: LOT OEm.:No lot shall have an area than ten thousand (10,000)'square feat (Ord. .19264, TAW AREAS: No loijojtig shall be erected or enlarged unless the following -yards areprovided and maintained in tonneetiOrt,vilth such building, A. front Yard: A front 'yard. :Of net:ilea* than. fifty feet 15:01, t 97040A;3.0044.Y, B. p00 Yards: minimum ilideyard.shall required: between buildings.,„„•,. „„.... ..,,,,,. ... .. the B-3 Ofoolot,otlWert.pt,foot (20') between!a building eon-strutted . there-tinand the Side of line, 'except an 'existing a'4',zoning: • DjottiototjolokooporotkbooOoioo.whoro TKII;minimunvoide.yard • -: shallbe required between buildings, except where •a side yoot. adjoins a street, wherein a minimum:y:Orctvf not less than thlityleat • (30')thall'.bereqtifted.• 2. The •Zoning 'Board of Appeals may, upon application, grant a variance to any petitioner seeking to vary the sjoo,y00;)..ogoitotoonto la a.44:104110' If the variance is sought for a parcel of fearostattt. that Is sought to be developed• as a planned unit •:001.0011.01001:: beitatiseotrtheuniqi,la:•04goto:-:',0-.#10 parcel or development sought (00,110004, 144.8.1.4994006# C. Rear Yard: A rear Yard of not less than twenty foot.. (20'). (Ord., 1914450A,z$42844) • O. •Transtionat.yoto.t!,. :woo a side or rear lot;Juno:coincides with. residentialdistrict zone, a yard of not less thirty feet (BO, shall be otexortlpou.44,.- . .• • . • • • I gqD 1047D=7 required. A trifflaitionej yard shall be maintained only when the adjoining residential district is zoned R-1 or R-2 Single-Family Residential:(Ord, 1073z.66Ai 3-23-74; amd.Ord 1987-1,2.12-87) 10-7D-6: LOT COVEitaraPt No more than fifty percent (60%) of the area of the zoning lot may be occupied by buildings and structures, including actassory buildings.: Od. 1958A1.3-2s74 10-7D-0: IWAXIBIDIVI BuLt.DING HEIGHT: No building or etnreture shall be erected or altered to exceed a maximum height of twenty Ifyia feet(25) or two (2)stories, (Ord. 1073-66A, 3-28-74) 104D-7: OFF-STREEIr•PARKING AND LOAM* Alj in accordance- , With regulations set forth In Chapter 11 of this Title, (Ord. 1073-66A,348;74) city et rerioute Exhibit"E" LEGAL DESCRIPTION R-2 Zoned Area That part of the Southeast Quarter of Section 21,part of the Southwest Quarter of Section 22, part of the Northwest Quarter of Section 27 and part of the Northeast Quarter of Section 28, township 37 North,Range 7 East of the Third Principal Meridian described as follows: Commencing at an existing iron pipe stake said to be over the original location of a stone in the center line of the Original Bristol and Oswego Road previously described as being 23.05 chains West and thence 35°30'West, 11.02 chains from the Southeast corner of said Section 22;thence Northerly along a line forming an angle of 93°23'07"with the center line of U.S.route 34, measured from the Northeast to the Northwest,this line hereinafter referred to as line"A",30.05 feet to the northerly right-of-way line of said Route 34;thence southwesterly,parallel with said center line,332.0 feet for a point of beginning;thence northeasterly along the last described course,332.0 feet to said line"A";thence northwesterly along said line"A", 1225.95 feet to a point measured along said line"A",2054.60 feet northwesterly of said center line;thence southwesterly along a line forming an angle of 87°07'00"with the last described course, measured clockwise therefrom,825.40 feet;thence northwesterly along a line which forms an angle of 269°46'00"with the last described course,measured clockwise therefrom,508.20 feet; thence southwesterly along a line forming an angle of91°07'35"with the last described course, measured clockwise therefrom,2657.41;thence easterly along a line forming an angle of 44°131V with the last described course,measured clockwise therefrom,444.92 feet;thence southeasterly 1361.69 feet along a curve tangent to the right,having a radius of 2245.00,a delta angle of 34°45'09"and a chord distance of 1340.92 feet to a line which is 800 feet northwesterly from and parallel with the aforesaid center line of Route 34;thence northeasterly along said parallel line,forming an angle of 123°46'13"with the chord of the last described curve, measured clockwise therefrom,2419.08 feet to a line drawn parallel with said line"A", southeasterly from the point of beginning,in Bristol Township,Kendall County,Illinois, containing a total of 105.3 acres of land,more or less. 10-6B-1 10-6B-3 CHAPTER 6 RESIDENTIAL DISTRICTS ARTICLE B. R-2 ONE-FAMILY RESIDENCE DISTRICT SECTION: 10-6B-1: Uses Permitted 10-6B-2: Special Uses 10-6B-3: Lot Area and Allowable Density 10-6B-4: Yard Areas 10-6B-5: Lot Coverage 10-6B-6: Maximum Building Height 10-6B-1: USES PERMITTED: The following uses are permitted: Any permitted use in the R-1 One-Family Residence District. (Ord. 1973-56A, 3-28-74) 10-6B-2: SPECIAL USES: The following uses may be allowed by special use permit in accordance with the provisions of Section 10-14-6 of this Title: Any use permitted as a special use in the R-1 One-Family Residence District, except that planned developments may be considered where the zoning lot proposed for development has a gross area of not less than ten (10) acres. (Ord. 1973-56A, 3-28-74) 10-6B-3: LOT AREA AND ALLOWABLE DENSITY: A. Lots with private wells and/or private sewage treatment facilities: 1. One acre with a width at the building line not less than one hundred twenty five feet (125'). Density shall not exceed one dwelling unit per each acre. (Ord. 1973-56A, 3-28-74; 1994 Code) City of Yorkville Lxh;b•-� ``�'' 10-6B-3 10-6B-4 2. This subsection shall apply within the one and one-half (11/2) mile planning limits of the City, only upon application and obtaining a special use from the City Plan Commission and approved by the City Council. The standards for approval of a special use permit shall be only upon: a. A showing by the petitioner that an undue hardship exists to establish a connection to the City water and/or sewer mains. b. That no sewer or water lines exist within two hundred fifty feet (250') of the proposed development of petitioner. c. That due to unique size, terrain or character of the petitioner's development, it is necessary to allow individual private wells and private sewage treatment facilities so as to facilitate the orderly growth of a particular development. d. That the City is unable to provide capacity in its water or sewer mains; or the petitioner is unable to secure sufficient capacity of the Yorkville-Bristol Sanitary District Plant for disposal of sewage. (Ord. 1988-2, 1-28-88) B. Lots served by both public sewerage and water facilities shall have an area of not less than twelve thousand (12,000) square feet and a width at the building line of not less than eighty feet (80'). Density shall not exceed three and three tenths (3.3) dwelling units per each acre. C. All nonresidential principal uses of buildings as permitted in this Article shall be located on a tract of land having an area of not less than two (2) acres, except Municipal projects and developments. D. Lot size for special uses shall not be less than two (2) acres. (Ord. 1973-56A, 3-28-74; 1994 Code) 10-6B-4: YARD AREAS: No building shall be erected or enlarged unless the following yards are provided and maintained in connection with such building, structure or enlargement: A. Front Yard: A front yard of not less than thirty feet (30'). B. Side Yards: A side yard on each side of the zoning lot of not less than ten feet (10'), or ten percent (10%), whichever is greater, City of Yorkville 1010114 Itat 00g WhOire.Lk.Ode4art 04*.te.a.street the minimum wWtt. Shati. • • twilicreased4o thirty feet(30). Q., Rear' Yerd:,..A rear yard of inot less than forty feet On: (Ord, 1973456Ac 104044 1.Q1t!QQ:v0140.B.k Net morethartuenty'fler•oent:(20%4of the area of a inning: lot may be covered by buildings or streetatesOnotoding,apoogeory•beildltifi0.‘fOrd.71:973.,56.A,0-28t,..74). • 10-68-6 MAXIMUM BUILDING HEIGHT': same ,regulations shall apply as permitted or 031141$0 In the, R-i• .0ne-Fam4y. Reside. (Ord., ti#8-50k3428,74) !Otiy.,pfront4;414. r r i Smith Engineering Consultants,Inc. CiviVStructural Engineers and Surveyors McHenry Yorkville Huntley Certificate of Correction State of Illinois ) )ss. County of McHenry ) This is to certify that the following omission occurred in the Nat of Dedication prepared under my direction of"Countryside Parkway and McHugh Road, Yorkville, Illinois" recorded July 19, 2000 as Document Number 009655, in Kendall County, Illinois, consisting of 2 sheets : Sheet 2 of 2, Surveyor's Certification, 1s` line of Legal Description; after "Southeast Quarter of Section 21,"the reference to"part of the Southwest Quarter of Section 22,part of the Northwest Quarter of Section 27 and part of the Northeast Quarter of Section 28," was omitted,and is hereby corrected as indicated. Dated at McHenry,McHenry County,Illinois , '2.4' ,A.D.,2000 Donald G. Groesser, Illinois Professional Land Surveyor No.3273 00 LAND • SURVEYM • STATE OF F0 E-�� b; t "G " 4500 Prime Parkway,McHenry, IL 60050 www.smichengineering.com Telephone 815-385-1778 Fax 815-385-1781 Exhibit"G" PLAT OF DEDICATION Hamman Parcel U.S.Route 34 and McHugh Road Yorkville,Illinois Plat of Dedication was recorded on July 19,2000 with the Kendall County Recorder of Deeds as Document#0009655(see F-F 7-89 for actual Plat of Dedication). Exhibit"H" Page 1 of 2 LEGAL DESCRIPTION "Holdiman Parcel" That part of the East half of Section 20,part of the West half of Section 21 and part of the North half of Section 28,Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Beginning at the intersection of the present center line of Illinois State Route 47 with the center line extended Westerly of Kennedy Road;thence Easterly along said extended center line and said center line of Kennedy Road 878.41 feet;thence Southerly along a line which forms an angle of 72 degrees 32 minutes 08 seconds with the last described course,measured counterclockwise therefrom,2,863.64 feet;thence Easterly along a line which forms an angle of 91 degrees 56 minutes 56 seconds with the last described course,measured clockwise therefrom, 997.26 feet;thence Southerly along a line which forms an angle of 90 degrees 21 minutes 54 seconds with the last described course,measured counterclockwise therefrom,573.68 feet;thence Westerly along a line which forms an angle of 93 degrees 53 minutes 56 seconds with the last described course,measured counterclockwise therefrom, 1,042.49 feet to the Southeast corner of a tract of land conveyed to the Old Second National Bank of Aurora,as Trustee under the provisions of a Trust Agreement dated May 29, 1979,and known as Trust No. 3072,by a Warranty Deed in Trust recorded June 7, 1979,as Document 79-3006;thence Northerly along the East line of said tract 458.96 feet to the Northeast corner thereof;thence Westerly along the North line of said tract 584.10 feet to said Route 47 center line;thence Northerly along said Route 47 center line 1,773.96 feet to the Northeast corner of Countryside Center,Unit No.4,Yorkville,Kendall County,Illinois;thence Northwesterly along the North line of said Unit No.4, 1,369.78 feet to an angle point therein;thence Westerly along the North line,the North line of Countryside Center,Unit No.2,Yorkville,Kendall County,Illinois,and said North line extended, 1,390.06 to the Easterly line of a tract of land conveyed to Robert J.Mahoney by Quit Claim Deed recorded June 15, 1971,as Document 71-2019;thence Northeasterly along said Easterly line 41.95 feet to an angle pint therein;thence Northeasterly along said Easterly line 505.39 feet to the southerly line of a tract of land conveyed to Harold B. Spackman by a Warranty Deed recorded July 25, 1953,as Document 105980;thence Easterly along said Southerly line 1,222.09 feet to a Southeast corner of said Spackman tract; thence Northerly along an Easterly line of said Spackman tract 419.50 feet to a Southeast corner of said Spackman track;thence Easterly along a Southerly line of said Spackman tract 687.50 feet to said Route 47 center line;thence Southerly along said center line to the point of beginning,excepting therefrom that part of the Southwest Quarter of said Section 21 described as follows: Beginning at the intersection of the present center line of Illinois State Route No.47 with the center line extended Westerly of Kennedy Road;thence Southerly along said Route 47 center line 275.0 feet;thence Westerly at right angles to said center line 685.0 feet;thence Northerlyparallel with said center line 770.66 feet;thence Easterlyat right an les to the last 8 described course 645.51 feet to said Route 47 center line;thence Southerly along said center line,being along a curve to the right having a radius of 1,998.90 feet,397.98 feet;thence Southerly along said center line 100.31 feet to the point of beginning,in Bristol Township,Kendall County,Illinois;and further excepting that part of the Northwest Quarter of Section 28,Township 37 North,Range 7 East of the Third Principal Meridian described as follows: Beginning at the Northwest corner of Hatcher Commercial Development,Yorkville, Kendall County,Illinois,being a point in the center line of Illinois State Route No.47;thence North 06 degrees 11 minutes 23 seconds East along said center line 543.66 feet;thence Easterly at right angles to said center line, 631.96 feet;thence Southerly along a line which forms an angle of 88 degrees 26 minutes 36 seconds with the last described course,measured counterclockwise therefrom,557.68 feet to the North line of said Hatcher Commercial Development extended Easterly;thence Westerly along said extended North line and said North line,597.47 feet to the point of beginning in the United City of the Village of Yorkville,Kendall County, Illinois and containing 7.765 acres. • ` nover.Pel" • ass wi®�a e ° the.Northea6 .cornerof un de Center thence °l 123" :a • his•:i ofd 120 feetto in rs+ i of the centOrl;nnes ofill s lout 47 a d Kenn yr ` ce art 112016'57"East:alo 4 the centOtfii#:' . f�e�i�l�dad a.dxat�>of$6� fact`�the FointYa��g�iii , 101044,009uili:DfA44.I447,We a,lista :tif 2 3.6 4 f thenceSouth 78`°1$ .5"Vast a dist ofd.26 Welt a xlistanoe of 573.68 tack,thenceSo 8234 " :a ce : North:12°17'lO" a of`1515. `feek: ice Tor°78° '16"Westagtr rAli ;"cc Nth 12°08'16"g40.tta di. lceof212;$_69 ie to the cif reof icetutedyKennedy t Conti • Na.12°+08'..165'"Eastto i,TfOtthitig44f44se,**or Kgane4y Ra! ice $2°16'`5 "" -alt 3440. North right-at'y ofKennedy d to a pond on aline d N.ita 490.4 :49' Eat n• e i t orf Beginning,thence outh0 °44'49"Wes to the F"otnt of Beginning,oonta n ng 7.5.' 08 acres Witt Par l" That pot pf ttto.S640.ahtquartatof0.4t00on 21,To p 37 ziottli,.14mse7 East of the Third Penpal .;•10004.01.t desc1ed as follower Commencingat tlyisiisti4g.iron pipe * said m be over the o joglocate: • of:StOig jkftio0400 Or stol ndOswego adPret+iously descittt as b : .05, Wes and.N th 35°30'West 11.02 cta s m-: .ie Sou ea :corner`° ` Se.tion 22;t e**14 rthwestoly long d. l e foto xau a of 9 3 323'0'7" a .of U .11 to `o.,3 ,meas i 1 E to No X054 6€l het,thet goufivvtrl r alb line fl ing :a e,of• 87°0 ' `with .last described ,•measu oloc se tt erg 0 feet;thence 1 `or vest , clong:a; n >s> onf269": ' "with the last•4escrii1 .course,measured clockwise tltet .in,x.20 Sout w terly lfi1 bier ch liexah ,n toast 1 ;"and of l° ''• withila domed coup m ed+ ockwise th from,2657.62 feet;thence: o th alonga �g 'en angle t .moi °0' 'witt :the t described-00.4r.#0,::#004,4#04:counterclockwise t] :X69 f 'to, ;: . point filter line of Kennedytenne4iltoid for thepoint of be ;tt South•along • outs 9 St to said A;<thence Southwested alostgthe extension of'said Line A 71.1,71 thenceNordn esterly along a T lotttiingcan angle of 1`30°1' t''whitthe last desertibed course,m :t counterclockwise tl ettefro m 10 4711 t ;then Northeaogo.y;aiong a r ing ane7'4. l 1 b co u'se, tsured unt rclo ' e-#00-Cfr ,2128 9;keetto.a point m tlaie mate lin hof X143'R which is a ib rierof at tofland x ey to,loon G t",bnover. ya°Warranty •'da4#900 "',1' 72 andxeco November, l :rts.Do +a$0,7;4394 thence: l F . • line, 1106.04-fit to the point of begii g in Bristol T ownship.Kendall tout ty,Illino • .• TogetherTOgether*i.thiftiatvatf of edy°Road'tyli4f otlyr of anrt adje 4 the subje fPrope4Y;desc rti1 : at then Northr comer of the ect:rop ,tieing the N eas corner of a tract of Ww#404e dem 72-5 01 eekt toveriber2,1972;#1 nce North 10` n> 1 seconds t : 57 tgto e t 41:10,1#004.Kennedy(OitettY.-:msat4.thence a said Nom line North dem 16mmr F sccoliti fit,1090 few theme..South.133 degrees 1.6 minutes:56 s rds East;•25::16 feet to til North oft* h ', g a p t on the a ne of said e toad,, along said �.. �l 8D��`t6mrn seconds:Fast,•11t�6.t4.feet to•thep�rnt of:be • g's**, • �_. t10�a'unty�aud,combiiiinx atm oaf69.19 awes eif. 1#0 •c►r i Feb 21 2003 10:05RM Cite of Yorkville 630-553-7575 p.2 ; r :. '! GREEN BACK LIT �Qa�V1LLE C ROSSi SHOPPING CENTER I 111 I? IDENTIFICATION --.01111 --.11 - 1.9.( • 111V777-77-7-1r-- -----11.7.41111 / 111, - ,, ' '•'; !' ,; . ,,,/ ,, i'' 11 ?? :, ot:,_„,„4:..,,_: _.„,,,,,iiii,. MENARDS = 100 SO, FT, --/ I--- RETAILER • .. --j 8 SIGNS AT 30 SQ. FT, - - R ETA I L E R EACH = 240 SQ. FT. • RETAILER E RETAILER T� RETAILER,RETAILER • , it L-- HAMMAN TENNANT GRAY• TEXTURED METAL CABINET HAMMAN TENNANT • H.MMAN TENNANT WIDE RACKED.FINISH `` . PRECAST CONCRETE PANELS ,.4 '� ! 3' Y1' - .r i�, W/ CONCRETE CAP _- :err ?_,1 •. k , ,► I,•4,1,.7 ,�y ;, i=_ S.- 1 9PROPOSED SHOPPING CENTER.IDENTIFICATION SIGN LOCATED AT COUNTRYSIDE. PARKWAY & HWY, 34 . TOTAL SIGNAGE SQUARE FOOTAGE t 340 SQ. FT. SCALE' 3/16' .= 1'-0' u . ExAi 6i l ,cru FEB-21-2003 1045 630 553 7575 I 94% P.02 Feb 21 2003 10:05RM City of Yorkville 630-553-7575 p. 1 tip Cly. • • t y United City of Yorkville . • sR ,' , .County&tarot Kendall County 000 Gams Farm Road • • • ` — N Vbrlwlfls,Mole 50660 . ' cSr- J.4. " ' Phane:B30453J360 • ' . ' "' 4,5" Far Fax:830-553.7675 • SLE ��' . • • Data 4/a-L is ram a'-d (Incl• uding cover sheet) Tol t � Fon.11% • '8412 n Company Name _ •• 0 Urgent 0 For Review O Pleas.Comment O Please Reply • •Comments" .' • • : • • • • • you do not receive this transmission in its.entirety,or have any problems with the receipt of . • • this transmission,•contact the sender immediately.-If yiou have received this icslmil¢in error, . •please notify-us by telephone immediately. They contents of this facsimile transmission are confidential and are not intended for*.distributiorf or publication without the senders prior. -written consent. • .• • . . . • • • • • • . ._....)44-4..k:..:xr.✓silk..:i::}&4/..+bk .. .»e.awaya'iK+s..... wIlu.4.,..cu1:40,r...;44.1M.:;a4..irLrw.nt•4pA?•.i:.E....... . FEB-21-2003 10:44 6 553 7575 94% P.01 v Ai W 50X„AMMAN SALES TAX rf' AfOR rIPRQ4I,16,,, (1. . RQ,DWAY s'� MBNER •• Nuommo SAM 4 25%OF SALES TAX �.n STOMP fRDM �� HEMP=PROPERTY •�� —_ N It% AIM 25%M. , VII TAX OM NM IR',11111110111111111 + I. ROAD 41111111\.• : At . > > � -am�r - mn�` iIIIIfIi���� s70 I POT #1 POT 44,Z A+iFJc MX �_ _ ♦ __ __ _ / ���__ is IIT t� w� • bid to Tne sor e Nil , 100. OP Morro ♦__: ►= - 1 .,.A/W I And Parc Om— 100'Strip(2X ,,,_ LaN.9oP.(�c1 Mai ,50.00 k zoo I illilL ••*_-.7,--. - -----_ ' J 1 0 wig / „...", - , _---_,, -.. ", ___ __,:_,_- , . _„--1_____:- — c�' ie., crowd WPaaIEl,Erlli w) 4. oi, • „„,,,„„-. . , Lim, Moen IMPROVEMENTS(+ �� 1 .4111. \‘,\I #4„, I, �afa ' � 790' + '40, '111rit STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) ORDINANCE NO. AN ORDINANCE AUTHORIZNG THE EXECUTION OF A MODIFICATION TO THE PLANNED UNIT DEVELOPMENT AND ANNEXATION AGREEMENT OF DONALD J. HAMMAN AND CAROL S. HAMMAN,ORDINANCE 2000-34 WHEREAS,it is in the best interest of the UNITED CITY OF YORKVILLE,Kendall County,Illinois,that modifications and clarifications to a certain Planned Unit Development and Annexation Agreement pertaining to the annexation and development of the real estate described on Exhibit"A"attached hereto and made a part hereof be entered into by the UNITED CITY OF YORKVILLE;and WHEREAS,said Modifications to Planned Unit Development and Annexation Agreement has been drafted and has been considered by the City Council; and WHEREAS,the legal owners of record of the territory which is the subject of said Agreement are ready,willing and able to enter into said Agreement and to perform the obligations as required hereunder; and WHEREAS,the statutory procedures provided in 65 ILCS 5/11-15.1-1,as amended,for the execution of said Modifications to Annexation Agreement and Planned Unit Development has been fully complied with; and WHEREAS,the property is annexed to the CITY. F:VIAMMAN YORKVILLE CROSSINOS\AmautiOa AgreemeaRMODIFICATION TO ANNEXATION AGREEMENT 31Mmeh20O7.wpd 1 I NOW THEREFORE,BE IT ORDAINED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS AS FOLLOWS: Section 1: That the Mayor and City Clerk are herewith authorized and directed to execute,on behalf of the CITY,a Modification to Planned Unit Development and Annexation Agreement concerning the annexation and development of real estate described therein,a copy of which Modification to PUD and Annexation Agreement is attached hereto and made a part hereof. Section 2: That this Ordinance shall be in full force and effect from and after its passage and approval as provided by law. [Alderpersons] APPROVED by me,as Mayor of the UNITED CITY OF YORKVILLE,Kendall County, Illinois this day of ,2007. MAYOR PASSED by the City Council of the UNITED CITY OF YORKVILLE,Kendall County, Illinois this day of ,20 Attest: CITY CLERK Prepared by and return to: John Wyeth Attorney for the City of Yorkville 800 Game Farm Road Yorkville,IL 60560 F:1HAb1MAN YORKVILLE CROSSINGS\Ammution Apeemm%MODIFICATION TO ANNEXATION AGREEMENT 3IMmh2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS WHEREAS,on July 13,2000,the OWNERS/DEVELOPERS and the CITY entered a Planned Unit Development and Annexation Agreement pursuant to Ordinance No 2000-34 which was recorded with the Kendall County Recorder on September 15,2000 as document 2000-12564, (the Annexation Agreement)and of the property described in Exhibit"A"of the Agreement was annexed to the CITY;and WHEREAS,three parts of that property have been previously conveyed,including(1) the Kalant Parcel 4.24 acres at the north west corner of McHugh and Countryside Parkway,and (2)the United States Postal Service parcel,6.21acres at the north east corner of McHugh and Countryside Parkway,and(3)the Prairie Point Subdivision, 11.66 acres north and east of the United States Postal Service Parcel and northerly of Crimson Drive hereinafter described as part of Yorkville Crossings Unit One(the Walmart project),and westerly of the Residential Component of the PUD hereinafter described,which parcels are not subject to this modification; and WHEREAS there is pending in another proceeding the rezoning of part of,and the final plat and plan for Yorkville Crossings Unit One,the Walmart Project,which includes the dedication of and improvements for Crimson Lane to connect Countryside Parkway with Autumn Creek Subdivision,which proceeding is not subject to this modification; and WHEREAS the three parcels previously conveyed(the Kalant,USPS,and the Prairie Point parcels previously conveyed and the Yorkville Crossings Unit One for which there are pending approval process separate and apart from this proceding)are intended to be excluded from this modification and will hereinafter be collectively referred to as the"Excluded Parcels"; and WHEREAS development of the property has progressed and certain clarifications and modifications to that Annexation Agreement have been considered by the parties to said Annexation Agreement and the Plan Commission has considered the Proposed modifications; and the Plan Commission has heretofore approved the proposed modifications and clarifications to land uses and the zoning of the same at the request of the OWNERS/DEVELOPERS and the CITY;and WHEREAS,all parties to this Agreement are desirous of setting forth certain clarifications and modifications to the terms and conditions upon which the real property heretofore described in Exhibit"A"except for the Excluded Parcels to said Annexation Agreement was annexed to the CITY;and further to provide clarifications and modifications to F:HAMMAN YORKVILLE CROSSINGSAAnnecation ApeemmNMODIFICATION TO ANNEXATION AGREEMENT 31March2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 4 of 14 how the real property described in Exhibit"A"except for the Excluded Parcels will be developed within the CITY in an orderly manner;and WHEREAS,the OWNERS/DEVELOPERS and their representatives have discussed the proposed modifications to the Annexation Agreements for the development of all the"subject property"and have had public meeting with the City Council; and prior to the execution hereof, notice was duly published and a public hearing was held to consider this modification to the Agreement,as required by the statutes of the State of Illinois in such case made and provided; and, WHEREAS,except as modified herein,the Annexation Agreement aforesaid shall remain in full force and effect, NOW THEREFORE, for and in consideration of the mutual promises and covenants herein contained,the parties agree,under the terms and authority provided in 65 ILCS 5/11-15 through 65 ILCS 5/11-15.1-5, as amended,as follows: 1. ANNEXATION AND ZONING: A. The CITY.has separately considered modifications to the WalMart Development,which is the subject of a final plat of Subdivision,referred to as Yorkville Crossings Unit One,which includes the dedication and improvement of Crimson Lane. None of the City Approvals for that Yorkville Crossings Unit One(the WalMart Development),including the zoning modifications,special uses,or the current,prospective or future engineering or building approvals are modified or affected by this Amendment. .c{ B. None of the Excluded Parcels are affected by or subject to the provisions of these modifications. C. The CITY ordinance annexing to the CITY the balance of the real property described in the attached Exhibit "A"except for the Excluded Parcels is hereby amended to zone all of the real property subject to this Modification as Planned Unit Development(hereinafter PUD)and the portion of that property described on Exhibit"C",shall allow all of the uses permitted in the B-3 Service Business District. That property shall include all of the property southerly of Crimson Lane and easterly of Yorkville Crossings Unit One(the Walmart Property),thereby extending the allowable uses of the B-3 Service Business District from its present MIAMIAN YORKVILLE CROSSINGSIAanoMion Agreemen MODIFICATION TO ANNEXATION AGREEMENT 31Mvch2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 5 of 14 delineation approximately 900 feet northerly of Route 34 to the southerly boundary of Crimson Lane. Said zoning shall allow the uses, size,density,areas,coverage,and maximum building heights as set forth on Exhibit"D"of the Annexation Agreement,B-3, Service Business District,and said real property shall be used as developed in accordance with 65 ILLS 5/11-15-1 through 65 ILCS 5/11-15.1-5,and in accordance with the CITY Subdivision Control and Zoning Ordinances. D. The CITY shall modify said ordinance to provide that the portion of the PUD that constitutes the Residential Component,which is shown on Exhibit K and is north of Crimson Lane and easterly of Prairie Point Subdivision,herein described shall allow the land uses,size,density, areas,coverage,and maximum building heights as set forth in Article B.R-2 One Family Resident District of the Zoning Ordinance and Article D.R-3 General Residence District of the Zoning Ordinance on Exhibit "F",and said real property shall be used and developed in accordance with 65 ILCS 5/11-15-1 through 65 ILCS 5/11-15.1-5,and in accordance with the CITY Subdivision Control and Zoning Ordinances,provided,however that the residential lots adjacent to the Pond may have a lot size of 10,000 square feet. The Concept Plan for this residential portion of the PUD is attached as Exhibit K and shall herein be described as the Residential Component of the PUD,which shall also include the 24.17 Acre Lake,the Infiltration Basin,and two Open Space/Drainage Corridors. E. The PUD is modified further to provide that the portion of the Residential Component shown on Exhibit K that is north of Crimson Lane and South of the Lake shall permit 70 Townhomes as shown on the Concept Plan; and that the portion of the Residential Component shown on Exhibit K that is north of Crimson Lane and north and east of the Lake shall permit 78 single family lots as shown on the Concept Plan. Said real property shall be used and developed in accordance with 65 ILCS 5/11-15-1 through 65 ILCS 5/11-15.1-5,and in accordance with the CITY Subdivision Control and Zoning Ordinances. The hearing approving this Modification shall constitute approval of the Concept Plan for the Residential Component as shown on Exhibit K,and no more public hearings shall be required for Preliminary and Final Plan approval for the Residential Component. F:'[{AMMAN YORKVILLE CROSSINOSlAmmrtion ApeemealMODIFICATION TO ANNEXATION AGREEMENT 3lMarch2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 6of14 F. CITY shall use its best efforts to provide rights of ways for stub streets for the residential streets contemplated by the Residential Component rights of way to Hayden Drive and Prairie Grass Lane. 2. The CITY acknowledges that OWNERS/DEVELOPERs having annexed the real property described in the attached Exhibit"A"of the Annexation Agreement to the CITY and developing the real property described therein,the CITY and OWNERS/DEVELOPERS acknowledge that the parties have completed,and will each undertake the following duties, covenants,and obligations: A. i. OWNERS/DEVELOPERS have satisfied the Annexation Agreement requirements to dedicate for right-of-way purposes as depicted on the Plat of Dedication of Right-of-Way for extension of Countryside Parkway to and the extension of McHugh Road to its intersection with Illinois Route 34,all as contemplated by the Annexation Agreement. ii. OWNERS/DEVELOPERS have dedicates to the CITY an easement of sufficient width to install sanitary sewer line and watermain adjacent to the proposed street dedication to serve the real property to the East. OWNERS/DEVELOPERS(Autumn Creek Subdivision)and Crimson Lane of Yorkville Crossing Unit One has been designed to incorporate this municipal utility easement into the right of way design. B. Menard,Inc. and OWNERS/DEVELOPERS have cooperated and all authority has been granted by OWNERS/DEVELOPERS to Menard to: i.. Enter upon said dedicated right-of-way to construct at Menard, Inc. expense the subject roadways to obtain temporary construction easements in addition to the roadways as were necessary to complete all work contemplated to be performed by Menard,Inc.pursuant to the Annexation Agreement ii. Authorize and permit the extension of all CITY,Yorkville-Bristol Sanitary District,and public utilities including,but not limited to telephone,electric and gas through said area. F:'JMMMAN YORKVILLE CROSSINOS1Ammation Ag ODIFICATION TO ANNEXATION AGREEMENT 31Mneh2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 7of14 iii. Consent to the rebate of sales tax revenue by Menard,Inc. under its Development and Annexation Agreement with the CITY,as to sales tax revenues generated on all the areas zoned B-3 Service Business District in the Agreement,in order for Menard,Inc.to recover the cost of road and related improvements over the areas of OWNERS/DEVELOPERS real property described in Exhibit "G"to,the property shown on the Plat of Dedication of the Portion of the Hamman Parcel improved for Countryside Parkway and McHugh,the plat of Dedication for which was recorded on July 19,2000 with the Kendall County Recorder of Deeds as document #0009644(F-F 7-89). iv. Menard,Inc.and OWNERS/DEVELOPERS have determined that except with respect to the CITY Roadways,Menards will not discharge stormwater drainage into the regional detention facility being constructed upon the real property of OWNERS/DEVELOPERS for any of the real property which is being purchased by Menard,Inc. and which is described in the attached Exhibit"H"to the Annexation Agreement except for the CITY roadways,and all discharge of stormwater drainage for said CITY roadways contemplated by the Annexation Agreement has been accommodated in the regional detention facility(the Lake reflected on Exhibit K and the storm sewers and infiltration basins constructed or to be hereafter constructed or improved). v. That cost of acquiring any overland or piped overflow discharge route if it is required shall be solely OWNERS/DEVELOPERS'. vi Sections 2.B.vi,viii,ix,x and xi are unaffected by this Modification. C. Section 2.C.relating to permission to OWNERS/DEVELOPERS to locate a temporary Concrete Batch Plant,is deleted from the Annexation Agreement by this Modification F:WAMMAN YORKVILLE CROSSINGSlAmention ApeemeothMODIF1CATION TO ANNEXATION AGREEMENT 31Mach2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 8 of 14 3. COMPLIANCE WITH SUBDIVISION CONTROL ORDINANCE: Except as herein modified or varied,the OWNERS/DEVELOPERS shall comply,in all respects,with all of the provision of the ordinances of the CITY in the development of the subject real property herein described except as varied by this Agreement. In connection with the development of the entire real parcel being annexed,the CITY and OWNERS/DEVELOPERS agree as follows: A to E Paragraphs A to E of Section 3 of the Annexatiion Agreement are not affected by this Modification. . F. I. It is agreed that other than the existing Ordinances dealing with land cash donations for the schools and parks;and fees for building permits,occupancy permits and tap-on fees,transition fees to the CITY and YORKVILLE School District,and review fees in the event any portion of the"subject property"is developed for residential purposes,that no additional fees or donations will be required by the CITY from OWNERS/DEVELOPERS,except as may be charged on a non-discriminatory basis to all residents of the CITY. ii. OWNERS/DEVELOPERS agree on their own behalf and that of any future OWNERS/DEVELOPERS to voluntarily pay school transition fees as are in effect with the CITY at the time of execution of this Agreement,as to the portion of the real property that is developed for any residential purpose. iii. OWNERS/DEVELOPERS agree,that OWNERS/DEVELOPERS shall pay cash rather than provide land to satisfy the land/cash obligation of the residential component of the development. G to I Paragraph G to I of Section 3 of the Annexation Agreement are not affected by this Modification 4,7 and 8 Sections 4,7 and 8 of the Annexation Agreement are not affected by this Modification. FAHAMMAN YORKVILLE CROSSINGSUmention Aymara\MODIFICATION TO ANNEXATION AGREEMENT 31Much2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 9of14 5. BINDING EFFECT AND TERM: A. The Annexation Agreement and this Modification thererto shall be binding upon and inure to the benefit of the parties hereto,and their successors and owners of record of land which is the subject of the Annexation Agreement assignees, lessees,and upon any successor municipal authorities of said CITY;development having commenced within a period of twenty years from the date of execution of the Annexation Agreement by the CITY, except that this Modification does not apply to the Excluded Property B. CITY and OWNERS/DEVELOPERS agree that OWNERS/DEVELOPERS,and CITY have completed all conduct and cooperation contemplated with Menard,Inc. for all joint obligations contemplated by the Annexation Agreement effecting Parcel"A"of OWNERS/DEVELOPERS and the real property of Menard,Inc.described in Exhibit"H"of this Agreement.No additional Joint Development Agreement among OWNERS/DEVELOPERS,the CITY and Menard,Inc. is required. 6. NOTICES: Any notices required hereunder shall be in writing and shall be served upon any other party in writing and shall be delivered personally or sent by registered or certified mail,return receipt requested,postage prepaid,and addressed as follows: If to the CITY: Mayor and City Clerk City of Yorkville 800 Game Farm Road Yorkville,IL 60560 (630)553-4350 Fax: (630) 553-7575 With a copy to: John Wyeth Attorney for the City of Yorkville 800 Game Farm Road Yorkville,IL 60560 (630)553-4350 Fax: (630) 553-7575 F:WAMMAN YORKVILLE CROSSING Agreemeol\MODIFICATION TO ANNEXATION AGREEMENT 31Mamh22007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 10 of 14 jwyethna,yorkville.il.us If to Owners/Developers Donald J.Hamman and Carol S. Hamman 13351 B Faxon Road Plano,IL 60545 (630) 554-9101 Fax: (630) 554-9181 With a copy to: John P.Duggan Duggan Law Offices 181 S. Lincoinway North Aurora,IL 60542 (630)264-7893 Fax: (630)264-1310 dugganjpd(a?,aol.com or to such other addresses as any party from time to time designate in a written notice to the other parties. 9. OWNERS/DEVELOPERS has organized and incorporated the Yorkville Crossing Property Owners Association,Inc.,a property owners association created to own,maintain and assess expenses for maintenance of the common areas of the Residential Component of the Property. Currently,the only common area is part of the Detention Pond. It is contemplated that when the Detention Pond is completed,the entirety of the Detention Pond and any portion of the Detention System,including the Detention Pond,Storm Water collection or discharge sewers,not on private property except for those owned and maintained by the CITY,infiltration basins,and all other open space associated with the Residential Component will be conveyed to the Yorkville Crossing Property Owners Association,Inc. The Covenants provide that assessments will be levied against the property for all property that becomes subject to the Declaration to maintain the Common Areas. The OWNERS/DEVELOPERS consent to the creation of a back-up or dormant Special Service area on the Residential Component of the Property to maintain the Common Areas in the event that the Yorkville Crossing Property Owners Association,Inc. fails to do so. 10. The OWNERS/DEVELOPERS shall require that best management practice facilities,such as catch basin filters, separators,and similar engineering practices to protect the water quality of storm water before it passes into the infiltration FAHAMMAN YORRVII LE CROSSINGS\Annexation AgreemenNMODIFICATION TO ANNEXATION AGREEMENT 3IMm;h2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 11 of 14 basins prior to the detention pond shall be required of all property subject to the Modification to the Annexation Agreement to be developed as a requirement to utilize the Detention Facility. All storm water shall pass through filtration devices and/or bioswales prior to reaching the pond to remove the suspended particles along with treatment fo chemical removal such as hydrocarbons. A long term maintenance plan for these infiltration basins shall be created and adopted by the Yorkville Crossing Property Owners Association,Inc.and its performance shall be within the contemplated scope of the SSA. IN WITNESS WHEREOF,the undersigned have hereunto set their hands and seals this day of ,2007. CITY: THE UNITED CITY OF YORKVILLE By: Mayor Attest: City Clerk OWNERS/DEVELOPERS: DONALD J.HAMMAN AND CAROL S.HAMMAN DONALD J.HAMMAN F:HAMMAN YORKVILLE CROSSINGSNmaution Ag,emmt\MODIFICATION TO ANNEXATION AGREEMENT 3lMuch2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 12 of 14 CAROL S.HAMMAN STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) I,the undesigned,a Notary Public in and for said County,in the State aforesaid,DO HEREBY CERTIFY,that Arthur Prochaska,Jr.,Mayor of the City of Yorkville and Jackie Milschewski,City Clerk of said City,personally known to me to be the same persons whose names are subscribed to the foregoing instrument acknowledged that they signed and delivered the foregoing instrument as their own free and voluntary act and as the free and voluntary act of said CITY,for the uses and purposes therein set forth; and the said City Clerk then and there acknowledged that she,as custodian of the corporate seal of the CITY,did affix the corporate seal of said CITY to said instrument as her own free and voluntary act and as the free and voluntary act of said CITY, for the uses and purposes therein set forth. GIVEN under my hand and Notarial Seal this day of ,20_. Notary Public F:WAMMAN YORKVILLE CROSSINGS\Annexation AgreemenAMOD1FICATION TO ANNEXATION AGREEMENT 3IMaic42007.wpd 1400 r " Ekhibit E'to Modification to Annexation Agreement, Legal Description of Residential Component: That part of the following described property that is easterly of Prairie Point Subdivision and northerly of Crimson Lane as shown on the Plat of Yorkville Crossings Unit One: LEGALI:370AL DESCRIPTION That oat of S ast Qu r of S ton 21,par't-of the.Southwest Quart S on.22,part • ofthe No thwes+t Qu r.of�ion 27 pa o�Northeast` t rter c f` on 28,• . Township 37Norktapg 7 litof'the Third Principal ia described as follows: • end at art:ex1 existing iron.pipe + sant o he oar tlle;o It on of a in the r i west atui.the a 35 11, from the outheastcornerofsaid S ;2;:the Itong.a line fro g angle fif 93°23'07"withtlae meter line•ofU:S.Route iso , . stye am o to a tt wst,,tis ti he a mete .to l ` ",30.05 feetto theNoxth.+erly r t- f wayof d Route 34 tie Nort westetl+a " ,.. . 798.60 reetthence Southwesterly parallell *t::,114 Otterlitio,:130 foot i: :.,*pot,;* s 1T srtheast ly albs Iasi descri ed coutse,.33;.0 feet to staid line" " t [ 040*....sont said;l e' A",1, 5 9 fs put iasu 'a i lin i", 2,054.60::f60tN hwestinlyof id cetitet 110*theme Southwesterly alot aline r i g Baa 3 e c 87°07'4 "'wlth the l i cotrrs ,measured clockwise there ,. 2$#0 f ; • coin urease c l se there r+om,508.20 feet,thence Southwesterlyalong a lite forte an • e of91° '35"withtholastde bed cede,me nd clockwi them,3 3 few thence Norti est y along a tine form ot agte of430°0'22"with the-:last d+ 1 measuredtint -cloy. w se theta;56.76" t'hent Southerly e of.90°21'26" tits a last d (ibe course,'meas cloc iils�e the 13 2 0 tr :a e -4 17,1° asDement 9406488 thence Eaasterl ral gtlseNc h l ne fsa , • at ri aig1 the.last 1esc ribed cam,•349.64 fes;.thence Southerly ' F said`tom 73138` t to the Nobly fighkiPway of said 34 fhenc :l �y a as Northerlyr t ofwayl 162.55 ;the lyal said tangential curve`to he left;ha g a sof 1, 39:x,an aroro c 976.52 t; a 'No rl `alon said-Northerly:right-a way lineb tam to st • described oiwite at the lastdescribe pout,4, 99 feeatio a linedrawn parallel t l,l neo%7 Southeasterly the*iiitotbeglnliing,thericeNottwesteci +alts. ' d'pogel ,10.44 ': foe o bei g;t er with rpart ofU .S.. t f�So . y i d jargato thepr o ►. dt n`he in Bristol Tc veal ip,Ke an u ,:il ono • + n atotal t► 251AS,Acresofl more or less. • A MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 13 of 14 STATE OF ILLINOIS ) ) SS COUNTY OF KENDALL ) I,the undesigned,a Notary Public in and for said County,in the State aforesaid,DO HEREBY CERTIFY,that Donald J. Hamman and Carol S.Hamman,who are personally known to me to be the same persons whose names are subscribed to the foregoing instrument acknowledged that they signed and delivered the foregoing instrument as their own free and voluntary act and as the free and voluntary act of said company,for the uses and purposes therein set forth. GIVEN under my hand and Notarial Seal this day of ,20 . Notary Public F:\HAM MAN YORKVILLE CROSSINGSIAmautioo Agremcig\MODIFICATION TO ANNEXATION AGREEMENT 31Much2007.wpd MODIFICATION TO ANNEXATION AGREEMENT WITH DONALD J.HAMMAN AND CAROL S.HAMMAN AND THE UNITED CITY OF YORKVILLE Concerning YORKVILLE CROSSINGS 31March2007 Draft Page 14 of 14 EXHIBIT LIST Exhibit "A" Legal Description of the parcel subject to the Modification,the Subject Property Exhibit"B" Plat of Annexation,no change from Annexation Agreement Exhibit"C" Legal Description of B-3 Service Business District zoned area subject to the Modification. Exhibit"D" B-3 Service Business District Ordinance,no change from Annexation Agreement Exhibit"E" Legal Description of PUD B.R-2 One Family Resident District of the Zoning Ordinance and Article D.R-3 General Residence District of the Zoning Ordinance Exhibit"F" Article B.R-2 One Family Resident District of the Zoning Ordinance and Article D.R-3 General Residence District of the Zoning Ordinance Exhibit"G" Right-of-Way Plat of Dedication,no change from Annexation Agreement and(with respect to Crimson Lane)Yorkville Crossing Subdivision Unit One. Exhibit"H" Legal Description of the Menard,Inc. Parcel;no change from the Annexation Agreement Exhibit"P' Regional Stormwater Detention Area: see Modifications on Exhibit K, Residential Component Concept Plan Exhibit"J" Identification Sign Drawing,no change from Annexation Agreement Exhibit"K" Residential Component Concept Plan F:\MAMMAN YORKVILLE CROSSINGSWmwtion Agreed MODIFICATION TO ANNEXATION AGREEMENT 31Maeh2007.wpd Exhibit A to Modification of Annexation Agreement: Legal Description of the Property .t.41, 4subject to the modification, the Subject Property: That part of the following described property easterly of Prairie Point Subdivision and Yorkville Crossings Unit One. "A" LEGAL DESCRIPTION That part*f Southeast Quartet of Section 21,pof the southwest Quart of Section.22,iparr of the Nort west Quarter of Son 27 and par ofd NOrtheasvguarter of Seotion 2)3, Tows hip 37'North,Itenge 7 East Of the'Third'Principal Meridian described as fe ws Commencing at a n existing iron piposoke pipe. said to be over the original location of*I.;St6tieti e center tine of theOrigital Bristoland Oso Rigid ouslydesilribed tas being aging; West and thence 354104 West,11,02,chi from the Southeast.comer of sail Sem 24..,thence Northerly along.a line forming an angle 451'93°23'07"with the center line of U S Route No.34, measured fromthe Northeast to theNorthweskihia line hereinafter referred to as lite ,3005 • feetto theliortherly tight-of-wayy line of said route 34;theAdeNerOlu.resterlYthence along line"A" aforosout 79840 font;theneegouthwesterly, l with said meter liner 332.0 fors t of k ,Northeasterly alone the�des ed course,332.0 feetto said line,"A" enc No w+t�er y along said l '"1,', 1,225 9d feet 10 Point measured u uSsaitte"As', 2,05 00 feet 14erthwestertrof said center line;thence Southwesterly along alinetormin$ ant:Rtn 87'167'60'"with the last described course,xi easured close then m, 40 feet, the st y along a I which whielt.fatins.an Angle ot64 TOO I nth the 'deptft eoutse,measitted clockwise therefrom,508.20 et;thence Southwesterly`along a line tg.an: angle of 91007135 with.the last described bed cou measured clockwise'theref m,` 3 c-".3 thence;NotthWesterly al a Jin foga.angle of'130001'22"with the last:deseAed acaArat measuredIneasuredeountevelookwise flim,56.7 thence Southerly along:a ang angle of94r2I7e with t4iflasvdeseribed course,measured clockwise thim,, l„362 9 tom liitrthwesteOrket# antrattotwadd to Vijay Land I mila'lviazg bYDe .reeorderlInne 17, 1994 as Detriment 94064811.i thence B sterlyalong Nerth line.of : -at nt h the.la:Pt ese ribed 349.64 feet;tbence;Soulherly along ;Bast l said tit 73178 t to the Northerly zightrofLway of said Route 34; he nce F ew elo said NortherlyNottheilytigt.t=oftrivay 1 ,162 5 feet AlteiteeEuptetlyal s*(1..Nottherlytight,otvirtylinc long tangential curve to the left ha*.inga-radius of 1,402.39 feet,anaro-distance 97f42.Xpot Northeasterly a€long:said Northetly light-of,way line being tangentto.the jag' derieribed eirtveat the last described point, 99 fee to aline drawn parallel With line"A," Sou � from the l�of beginning;�No rthwesterly alb std pa�lel lid 793401) feet.tothe pOint of begtogetherwit`i to ofU.S.. �34l�So. r� yof d adjacent to t i hereon described,inBristol Township,Kendall Ul eons atotal of 257,68 Aorosoflana,more or less. Exhibit C to Modification of Annexation Agreement, Legal Description of B-3 Service F-Jir .,District subject to the Modification: That part of the following described property Easterly of Yorkville Crossings Unit One and Southerly of Crimson Lane to be dedicated thereby. ThdatitoA LEGAL DESCRIPTION That part ofd Southeast Quarter of Section 1,,pat of the Southwest Quart of Section 22,Part of the NorthwestQuarter of Section 27 and part of Northeast`Quarter of:Se !? , Township 3?North,---,Ili-tip 7 East of 'IYa Pr pMeridian described as ws. o ns man eacistin ironpipe said to'be over the original lotion of a stone in the previously 011S1Y,desetibeA ' t,11.t1 cins fiomthe Southeastcornerofs d Sect 1.2f nce Northerly almob a lines form ng an ate of 93"23'0?"with the center line of I t S Route o.34, measured m the Northeast to the Northwest,.this litre hereinafter referred. to as liras A, 0.05 tci?the�+1y timet-bf way line of Route 314.:them`l+ioive�along� ,� - aforesaid�95 �thence-Seta.' laaraile�l with said center lane,332.0�•for a,pt orb 4'0 t':4 t Northeasterly:alo ,t 1 described course,33 0 feet'_said line"A" the along said line"A",:1,225 $feet'to a p� nit measured.a� 2,054.60�Z tot ester 'aaid�line;thence Southwesterly aloes a lineatt e Of S�o.O'�with the test �dd course,measured clockwise therefrom,821.:"). ; which forms en 1iligte f ' vittithe lis dtgefibdd measuredclbo�ise therefrom,5�2p.feet;tla Southwesterlyalonga lit�ie f title9f.91- f 91*rel'3 "with the.last;des�lred colo ,me ured clot tlaei f r 3 3 then Northwest y a line a leaf l30°01'22" 1 lockwise therefrom,56.76 thence Southerly<alongaline: un an2t d-" with 0.16.last err i coup,measu�i cloche the m,1,362.3 tom 4 Orth est.' ►y to V�K and Prom lal t V W J a 17, 1994 as Document 9406488;�-thence sterlyalong the Nam lex `fsa at r angl the last described;course,34964 feet fence Southerly along the Fast l o 731.78 fit to he.Northerl r t -oPwa of said route 34,.the nce F e ►alt id �e yrc •-of may lam; 14'.55.$� terly ng said Nert erly�it-of- lhts frigtangential curve to the lefthaving a-radius of 1,402.39 feet,an arc distance 976. t l Northeasterly along; d Northerly right- way to lett o at tie lastde gibed int,4,' .99 ie to a line drawn parallel r uth t l from the pmt of be inning;th a No westerly alb [d p diel lira, '9$� U . o 1ooto ho _ togetherwtit part ail t hereon described, BristolTownship, County, l is# +ont nine a l ofd 68 Acreavilaud,moreor less. • h YORKVILLE CROSSING YORKVILLE, ILLINOIS \---_..�.� - -- -- • ....DMVE��� �� ✓ 'SITE DATA II I TOTAL AREA 67.66 Ac. " EXISTING ° JIIP1I1III RESIDENTW.AREA: 9326 Aa PARK — — — uKE E4FlLTRATION BAS YI Ae. ti SNO FAMILY LOTS: 76 UNTIE �,.-. 3 -. TOVNJIIOME uNlrs: 7D t6aTs S.151:7-3r '11 ) 1 a i x. 'aa+x. .� '• ? — + 21 f TOTAL 146 UNITS r„, -,--;1,111,1 •xJ \1 12 F��`.I t.,}-b 17' %. I 7 ( 6 19/ 0 I M 112 113/114 13�i 14 i 15 i 18,I17 118_.._I]9� 120 ,, /I ;e r ` — —1= =r - -1Z-1T=L - - ti�j �., SCHOOL tENGINEERING i i 1 l n,?�/------q=7-1-4-- �_ }_ pi•.=,.sn►r�_ — _I_— — . r PROPERTY(; ` - 1— -•r-1—I-- --F—. — —1 r— Y /�Ir _ �• /// --• 1, I.\, 75 74 • 73 • 72 • 71 • 70.• EB- ¢,Q-,•-$7 • 68 �5,,•'64 §S'- 62 81 80 •;59 68 • �\• ( 22 l \; -\ \)1 i 57 , �� 41-12,000 SF LOTS • ' , i I i 4 ! __ I I_. 23-.. ;i80.1 ea x 1501\ � `,� , ✓� W \, ,/, _�\l .R •.1\ \'� \ iI li 555 I 1 �� 24• �/ ��\ `\i \1 ) ` P ✓ \ LAE c` 24.2 AC. t 164 �. 1 " ; i 1 ••••"" � + t ,.,1 �'.� \ •VIII 1. I\25'�'�.26 127 i 28 i 89._.30 I 1. I 32 /+ �'/ �, • � . ,, i „ `. am I\ t _ _ 33 J : t RIFILTRATKIN V •- \ 2 I\ i ` :,1. _� j si S�24 `I{- 'I . ifs I -14 I 11Ij ® �i�E®\l .I \\ \`�� 4 6 14Le 1 �µ, \\ !1�L � II , �_ ,� � �t, pis.--,id 1411111 oil ��, N� y J�, a 01 'ilila iii ,k11 \., 4211 7 �. CRIMSON __ i _ li 41 'I• r37 i � j f/ gq "' / J / = .^ 1 aiu‘ss " -�-„�;•� -- �=•—•-•-----.- --=— 40• / 13B `�f K /� fir” / .- _�'7,� •\. . ,-� l r. /' 70TOWNHOMES i/ � ��.� 'g" WALMART P. ° *,41 1 \\. \. '; PROPOSED �� z�® 30 AC. \ ` /t \_; 4 and 6 Unit BuIIdinps 01 1OMMERCIAL 37-10,000 SF LOTS ��� _� 1' ' --„ �J ? } \, j/•� r' \ s! It `�70 AC.+1- (sax 1251 BACKING TO OPEN SPACE r,,..� I mmo �� I PREPARED FOR: iii Nog . PREPARED BY: CONCEPT PLAN Hamman Property Ventures SCHOPPBDESK�NASSOCIlaningINC. 6110 Route 7l Om iMilismiil LandscapeArchitecture�Land O Oswego,IL.60543 REV o1 W 16 2807 ;a„t r se 126 S.MAIN ST. PH 63 SSI-3335 DATE:07,ts toa �O0.II.60543 FAX 551-3639 ••S...' . . . •4. . • . . . . . • • •. • . • . . . . . . . . . . . • . . . • . r . . . . . • . • ' . . • .. ...N. . / . .. ''s'.N• .. it 4. p . It • . ...,•• . . • - % • . • . . .. . . • '‘ I . . . • . . . . . . . • • % . le • ..... . . ... .......- -0- -tatOwl'Ofv) - " ,...., 11 / 'I ) . th, ... . . . . • I Jo -'.• ....00 't .. . .— — —— :).1;;:-... ...' N. • i • .IP 't . e. '..11.• 's•. r•'...:. sr• . . .4I 414 • s r ... .,., lod .......„,. . -11.167-14 4 tl.ivFilvad<1.1.144-71511-°) .. c , •m iri . . ...., • . .. 10 10 1 2 r0— CioUnited City of Yorkville Memo '..4 1% 800 Game Farm Road EST. 4 °'' !1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 , -< .-'1.1 \ ,: py p Fax 630-553-7575 Date: April 13, 2007 To: Charles Wunder, AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Joe Wywrot, PE Subject: Zoning Review of Final Plat of Subdivision for Yorkville Crossings Unit 1 (Wal-Mart) Dated June 1, 2006 and Revised March 29, 2007 Zoning staff has reviewed the document above for compliance with the City of Yorkville zoning and subdivision codes. Staff found that the following issues must be addressed before the plat may be approved: 1. Building setback lines must be shown on the plat (11-3-4A-6). The following are the setback requirements for the B-3 (Service Business District) in which the subject property is located: a. The front of a zoning lot is the lot line with the shortest frontage on a public or private road. The setback along the front of each lot is 50 feet and must be labeled on the plat(10-4D-4A). b. The rear of a zoning lot is the lot line or lines most nearly parallel to and most remote from the front lot line. The rear building setback line is 20 feet and must be labeled on the plat(10-7D-4C). c. Lot lines other than the side and rear lot lines are considered side lot lines. If the side abuts a street, the setback is 30 feet and must be labeled on the plat (10-7D- 4B-1). The side lot lines that do not abut street are 20 feet and must be labeled on the plat(10-7D-4B-1). Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Commercial Plan Review\Wal-Mart Supercenter\Zoning Review Final Plat 4.10.07.doc YORKvttLE ili FIT PARKS&RECREATION Yorkville Parks & Recreation Dept. 908 Game Farm Rd. Yorkville,IL 60560 630.553.4357 630.553.4360 fax e-mail:recreation@yorkville.il.uS TO: Travis Miller,Community Development Director 1. FROM: Dave Mogle,Director of Parks and Recreation RE: Yorkville Crossings Comments DATE: April 13,2007 The five acre park and beach area described on pages eight and nine was discussed at a park board meeting on July 13,2006. The presentation was done by Mike Schoppe and it was asked that the park board consider accepting,along with the park and beach area,a thirty acre lake. The lake,park, and beach area were to be the Developer's contribution to satisfy the City's Land Cash requirement. The Park Board chose not to take the contribution in lake and land(which came together as a "package")but rather cash,the main reasons being the liability of the lake,the fact that the lake was less than half the size we originally thought it would be,and its physical shape did not make it attractive for recreational use. In the Modification to Annexation,page 8 of 14,the Developer has correctly noted the City will be taking cash-in-lieu of land. I would like to pose a possible consideration if it is not too late in the agreement process. Since the decision of the park board not to take the lake and five acre park,interest has grown for a park especially to be used for owners and their dogs. A fenced park,four to five acres in size where dogs can run off-leash under supervision of their owners,and that has a water access for certain breeds would be ideal. This is a national trend and these types of parks can be made quite attractive with turf, shade shelters,and attractive fencing. The area of Yorkville Crossings is centralized within Yorkville with growing density,making it difficult for dogs to have opportunity to run freely. Turning four or five acres into a"dog park"in this area would not disadvantage park opportunities for`people"because a multi acre park in the Autumn Creek Development just to the east is scheduled for construction this summer. It should be noted,however,that there is still no interest in taking on the management of the 24 acre lake,rather our interest would be limited to the park,beach and shoreline. Furthermore,it would be necessary for the park board to review and approve this direction at a park board meeting. It should also be noted that if this consideration turned into a reality,we have a park name chosen. It would be named"Jumbo Park"in memory of Yorkville's first Canine Officer(Police Dog) which passed away last August Of 2007.. UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC # -v�l�� � APPLICATION & PETITION Please Check One: Preliminary Plan X Final Plat Development Name: Kleinwachter Date of Submission: 1. Name of Petitioner(s): Old Second Bank Trust #8051 Address: 1201 Game Farm Road, Yorkville, IL 60560 Phone Number: (630)553-5156 Fax Number: 2. a). Street address and physical location of subject property: Route 47 , Yorkville, IL b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 9.81 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney Daniel J. Kramer 1107A S. Bridge St., Yorkville, IL 60560 phone:553-9500 fax:553-5764 Attorney: Name: Attorney Daniel J. Kramer Address: 1107A S. Bridge Street Yorkville, IL 60560 Phone Number: (630)553-9500 Fax Number: (630)553-5764 Engineer: Name: Scott Mai - Smith Engineering Address: 759 John Street, Yorkville. IL 60560 Phone Number: (630) 553-7560 Fax Number: (630)553-7646 Land Planner: Name: Emo Fufori - Schoppe Design Address: 126 S. Main Street, Yorkville, IL 60560 Phone Number: (630)551-3355 Fax Number: (630)551-3639 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: / d Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Thu Old Second. National (9 tu 6( . 11"11,6.0! Z04142.ed Subscribed and sworn to before me this ) day of SC PT , 200 . 6),4) Notary Seal wm+�•MrarM..v....� THIS APPLICATION MUST BE NOTARIZED. "OFFICIAL SEAL" This instrument is executed by THE OLD SECOND'Vicki Kirk 'lit.SAW of Aum,f t ateL"trimat4 but Notary Public,State of Illinois solely as Tram,ea aloror i 1._ tits. ?'t2 and My Commission Expires Feb.06,2008 coni+:ins to na deet i a 1J ':?try ME OtO SECOND fltgl0t.�'c!,tWil~ort WF ,..:tin aFj St SteV Eftist4A) ; r filU c frit x,x 'Gtif'S0 MEOW OW SEC n rw.i'#•iAT404.4,1.i3#iN by MOM of at,ui the covenants,etate~ut/n ot conceventettens eontsinee in the instrument 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)t e lapu y nCller ,jJiiite ity of Yorkville 800 Game Farm Road,Yorkville,Illinois 60560 11I11/T C // OC Da Signature of Petitioner This instrument is executed by THE OLD SECOND isiATIONAt.SANK of noon,1ftittuis,net persoileihy but misty at Tfl a'[rte,es sfnceso.id. tie;soe s and Page 4 of 7 conditions to too r3erfunsiad iserat3mtkf trp riE OLD United City of Yorkville Preliminary/Final Plat ApplicatibCTZW3 : ; it G0, ) s pmeit€akt`: e ,iirt.0 bie klatrtAtx1 Iii,rrOLD SECOND WiSluK. ikb + resisree deny of a yu{ the eeve t e"t;.mrd 7k'.16 c siirct tt3 tent:fitied in the inetrtin M. 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 Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings _ E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided 1. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand 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 • I 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 RESIDENTIAL PROPERTY: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE WESTERLY, ALONG THE SOUTHERLY LINE OF SAID SECTION 2672.0 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST,ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE, 869.22 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST 615.0 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, ALONG AN OLD CLAIM LINE, 415.50 FEET; THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.60 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, 165.00 FEET; THENCE NORTH 21 DEGREES 10 MINUTES 38 SECONDS WEST, 66.13 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST, 184.50 FEET; THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 558.89 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 5.300 ACRES. COMMERCIAL PROPERTY: THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9 TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9; THENCE WESTERLY, ALONG THE SOUTHERLY LINE OF SAID SECTION, 2672.0 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO. 47, EXTENDED FROM THE SOUTH; THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST,ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE, 869.22 FEET; THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST 615.0 FEET; THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST,ALONG AN OLD CLAIM LINE, 2297.34 FEET; THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST,ALONG AN OLD CLAIM LINE. 415.50; THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.62 FEET FOR THE POINT OF BEGINNING: THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 554.62 FEET FOR THE POINT OF BEGINNING: THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 471.91 FEET TO THE WESTERLY RIGHT-OF-WAY LINE OF SAID ILLINOIS STATE ROUTE NO. 47; THENCE NORTHWESTERLY,ALONG SAID WESTERLY RIGHT-OF-WAY BEING A CURVE TO THE LEFT WITH A RADIUS OF 5395.88 AND A CHORD BEARING OF NORTH 25 DEGREES 01 MINUTES 51 SECONDS WEST AN ARC DISTANCE OF 415.61 FEET: THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 466.70 FEET; THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, 184.50 FEET: THENCE SOUTH 21 DEGREES 12 MINUTES 22 SECONDS EAST, 66.13 FEET: THENCE SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST, 165.00 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS AND CONTAINING 4.500 ACRES Ca f LOCATION MAI ICLEIWACHTER ._P SHEET INDEX � .•.z p„,,_ 44 C Cover Sheet 1 Overall Landscape Plan a: pRopERTy � � h 2 Details and Specifications o .1t , Yorkville Illinois /- '. . ii- SITE, - _ °"'" / I I GENERAL NOTES 1 1 1.Verify Site conditions and Information of drawings.Promptly report any concealed condio s,mistakes, T 4 3 a..xrardiscrepancies,or deviation from the information shown in the Contract Documents.The Owner Is not 1... 1 'P responsble for unauthorized changes or extra work required to correct unreported dunces. Jf . i. 2.Secure and pay for perm ts.fees and inspections necessary for the proper execution of this work ' - - :_�„_ Comply with codes appicable to this work *mitts-...— ,.._� l. . �.— ,. 3.Plants and other materials are quenched and sunenertzed for the convenience of the Owner and i.. jurisdictional agencies.Conform and Instal sufficient quantities to complete the work as drawn. No additional payments will be made for materials required to complete the work as drawn. FINAL LAND S C APE 4.Refer to specifications for addtlonal conditions,standards,and notes. 5.Plant spades as shown am subject to avaiebility.Property Owner reserves the fight to make substiW6ons which are the same size and of sirdar habit. PLAN6.Fnal location of trees,within the right of way,may very depending on final field 7.Parkway Trees:One tree per single family let,two trees per single family corner lot.Al other lots have one parkway tree per 50 fined feet of frontage.No tree shall be planted doser than 30'of the right of way idesedbn. Trees shall have a minimum spacing of 20'from fight polo,street signs,be hydrants and any other such items that may,In the opinion of the Pubic Works D'eector,require similar Intervals. • • PREPARED FOR HERB & PAM KLEINWACHTER 201 Game Farm Road Yorkville,Illinois 60560 CIVIL ENGINEER Smith Engineering Consultants „r 759 John St. Yorkville,IL 60560 630-553-1700 SURVEYOR t Phillip D. Young and Associates, Inc. I LAND SURVEYING -TOPOGRAPHIC MAPPING - It#184-002775 1107B South Bridge Street Yorkville,Illinois 60560 Telephone(630)553-1580 PREPARED BY: Jl.E. 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I t ti I If f I Iii lI . pip it 1 ! .1: tilt # ll III It I !II F 1 5. i . . l P 11 l 11 Ii 1° ill li ; th 11l 1i 1 ,1 q� 1 oil 11i 1 �€l >r*f` q it I� 1t 1 . .1l II , 1 1 11 ! 1, l aI g 1� I i Ity Iq 'I ' it I ill I'J pi tI g a 14 7 11 • IlaI1 I t f1 11 If Y 1 11 11# Ia II I tP 1 da1° ti :1 I# t I all • .i$ I. f �i 1i II:1i I } ! f ii t} } II a a7 al iiii toa1 1 A 3 11 _ 1 t IIi 7 9a} ,, I 1 #1 1 I , I If t 1l a 11 1 1 is i" f IJ 1 ;11 =It LIQ F 1� 1' 1 i I fi �e d 1 11 71 III . t I g k f,P, N, Y PAF IV -i 6� # KLEINWACHTER P^°�°°� PROPERTY HERB SCHOPPE DESIGN ASSOCIATES,INC. NmW & PAM KLEINWACHTER Landscape Architecture and Land Planning R rlii 1 N / DETAILS AND 201 Game Farm RoadMAIN 126 s. STREE PFI.(630)551.3355 SPECIFICATIONS Yorkville,Illinois 60560 osweao•n 60543 FAX(630)551-3639 189.001 3SIP_001.dwg SMITH ENGINEERING CONSULTANTS. INC. cIVIL/13516/011AL IN SIN1116 AND 6os4NYOIN FINAL ENGINEERING PLANS FOR: ,� TM X01 onowr =MALL MIRO IMO PM 630-1553-7880 YAM 830-533-76.0 .11e� . .5oa.7u KLEINWACHTER - , • , �"' � CLOP.FILE 050951.03-CKdp NAT f7lE•STANDALL NEN`. 0.'0751.05-01 RESIDENTIAL YORKVILLE, ILLINOIS KENDALL TOWNSHIP, KENDALL COUNTY SECTION 9, TOWNSHIPS 36 & 37 NORTH, RANGE 7 EAST eww^,nt11111 1 sterna SMITH SVG3NMS°CONSULTANTS PLANS PREPARED FOR: A MINION OF SEC GROUP AVC 759 JOHN STREET YORKVELL L 60560 HERB & PAM KLEINWACHTER (630)353-7646 sAIITM euro CCINTACTA 1201 GAME FARM PETER J HOMER PE-DIRECTOR OF °FF"E° (639)553-7560 YORKVILLE, IL 60560 STT 1 AOIG RE-OIL.wawa:I (630 '553-7560 PROJECT CONTACTS: JEFFREY R STAMVO,EL-OWL EMIN ER I ( ) MR. & MRS. HERB & PAM KLEINWACHTER CRUD L.DUN;P1.1 -.sELwae S7AeV£1'OP (630)553-7560 PHONE: (630) 553-5156 FAX: (630) 553-5156 BENCHMARK r: 160 NAL N NEST SDE a�U71UTY PGYE AT NE CORNER OF SUBJECT PROPE77T7;ALONG 71E NEST SDE OF ROUTE 47 AND APPRWOUTELY /,Q?47R'�I( A,/pp T 15 FEET NORTH OF AGGREGATE DRAMA): EI.E'U.- 739.66(MVO 29) /TL NOT 70 SCALE . % BENCHIAIRKCORNER OF fINC4E7E WALK AT PA770 AT FRONT OF 71E HOUSE APPRO7AMATELY 863 FEET NEST OF ROU1E 47 ELME OF PAIELENT. `r a "" iL'S ems. �taortr rte `` <'� N=� 7Dr ELEV.- 76169(NAG 19) : es.. ' a rW yy, `xr. • L Eat: IO 88)-ELEY.(NOYD)-029• m,. -� ..`1 3&^r 2.,� .,1i a" ," dVL s fx�{ASs r BYTE /1C2 T1 1 2 NOTE 7HAT RE CORRESPONDING PLANS EOR THE `a°te °`- � "`-- *�" rhe* �� x BENCOFFSTHMARKS ROUSE 47 8pR01£NF1N7S ARE BASED ON DIFFERENT .. t. .�}'�,.,. * s.`T" 4 A.----G42--4. CONYSPECD'.A7 GENERAL NOTES TYPICAL SEC7KANS&SYMBOL LEGEND BEIVpWRKS x `«sem 91,i 1 t o 2 CONY SSEET duns Vis.. ` i.- i.I� - " i es x .._ � - * =' a UTIJIY PLAN 7 PLAN&PROFLE-IGENWACH7ER DRIVE G'r�VTdCT /1l�BL�d 7l9M Y „x i:. / ' a PLAN t PROLE-PAN SiKrt/ STREET =0.Y s '�t` S `w 9-la PLAN t PROFILE- WA7ERUAM 1L PLAN&PROFLE-SANITARY CITY exam?: UNITED OIY OF YGR WIJ E ° J t •, �a %,91.14, ;F"....' 12 GRADING&EROSION CONTROL PLAN JOEAILS 000 IMIRONAE F PI . 9 .a3 txa-x 10 14-20. STANDARD OpY13 INTERSECTION SIRUC7ION DETALS 6090 MAE FARM ROAD - YOI0KNIE;L 80.580 ::a1�� ,'� �z se -.. (630)553-4350 51k..,r , _ s Win;/ z3-.9r. r.3ek SANITARY ) lLLE�BIISTOL SANITARY LNST78CT '34.1 f5+"'.f,F"..,,,. r *a--, '.4m s erre sm.S ..g_ 5.,2 r'k- x0.e RALPHEST BRIDGE -ESTREET YE DIRECTOR .+,- r ,� i € 304 EAST t#F9L 60 STREET 0.,p .° 3x0. "'V' I y 1 K` (BJI1VCR/)X7657 &.,,,,,,-,—, x,560 F R" I� <dsy,, COUNTY ENGINEER: ICI:MALL=WY#104WI Y DEPT. rx saC ' FRANCIS KLASS P.E . r! 6780 ROUTE 47 ,..:f., - z . YORKVILLE L60560 .„.r.,,,,„ _ f g!,:::',,(,: x e•, ; ci , W0)513-7818 ,,,-e,,,.....,.. .1rhe , L ,., ,,...x.,,,, A,. ssSTATE: DOT/DINSsOV O100111647S ,„ RAH BALLERINA PE .....___.. 700 EAST NOR18S 001{E OTTAWA,L 61350 (815)434-6131 GAS: ANCOR GAS 408 SOU1H RIVER STREET AURORA,L 60506 MO-EDT STATUS DATE (630)844-20404;I.lir+; SUBV177AL f1 i1-74-06 `� �� CALL JULIE 1-800-892-0123 65 NEST NOM?-FLOOR J SUBMITTAL#2 03-30-0766/711E FGtLDx Na JOET,L 60432 1” cowry L (815)727-8196 ® an-mwR5Y9P YZr1K1�1E-A7 fL 7 ELECTRIC: COATMOVNEILM EDISON ,�� .c. SEG t 1/4 SEG Na/ r L9 2001 AU CUTT ROAD V MOVlGD1AERE L 60538 Q., 46 Aare before 56lou 60 (815).134-3246 '::�,1 Y .. 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ROADS FIRE HYDRANT • Y --_ (STA 01458.63 70 094711 UNIT POLE * * STREET SIGN + Il N•R0■ la REGULATORY SIGN ORANACE -.- 10'munLVE 005 lar s.9•0 st 105• r i u> EASE UJIJTY PACE ( r� It r mP) x•t-2- '--351 i� /' J MIES) 1 U79/TY BOX •2 C 9 1I r Q 1.5'.x4, I 5' (r• •VANES AIAR.BOX —f— nvt L 25' 2-r 4 -� WELL • xXRANT I uart a xau 2006 SANITARY SE11p7 20a6 x0as STORMS NS — — x0 06//ti LOOK MA CULVERT I (w) --..pOa� _ I Wia 0 ©O 00 I I I I N1OP MAN ENCASEMENT 0-sox J 0 O—SANTARY SANITARY FOREMAN -�------� O_(AS APPUC E) WmrA1r) 0 SEVER SEVERSTO• lAVDERDRAN — (TSP.) LREC7RIC LEE —t— OP.C.0 SIDEWALK-5'18774 5' AGGREGATE SUBBASE(CA-7) 5TELEPHONE LAO' —7— 1 (6"nIRU LTR/NE Ism 5"AGGREGATE SUBBASE(CA-7) O 4.5'BITUMINOUS CONCRETE BINDER COURSE SLIPERPAVE K-19.0. 850 SN-086 GAS UNE --•-- 0 COMBINA110N CONCRETE CURB&GUTTER. TYPE 13-6.12 © 1.5"BITUMINOUS CONCRETE SURFACE COURSE SUPERPAVE MIXTURE C N50 CABLE TV UNE —0— SN=0.60 SEEM ( C3n, O3 12'AGGREGATE BASE COURSE CA-6 CRUSHED STONE TYPE B 0 4'AGGREGATE BASE COURSE CA-6 CRUSHED STONE; TYPE B nam 3 410 OR APPROVED EQUAL. SN- 1.30 OR APPROVED EQUAL CONTOURS ( FOXE p4 035 CAL/SY. 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GINEER NG PLANS FOR:SLEINWACHTER ' \ „_ DErEAMCW »4 PROPERTY-IL ROUTE 47 IMPROVEMENTS" LOT1 v- „S'' 000mNA7E MIM L ROME 47 „f' ',,-.1.74" IITERSECECII RFRGbOtiS g „r^''"� J' LOT 4 ;� -,,,� ""' �• ,t ;2 +",. NOM ALL PEONIAAENT PANOO.T MINIM 4 \ 1 16\\ \% i a g a N. \1� �a27. stA106.30 raa9c s °y S '�1\ � s�A1�\_ � PROPasty -4•mo tELLa/ rr a•c REsoavriAL orttiP‘ \ LOT 5 DEI9VTKIV LOT 6 ‘, ,,,e•‘,.\:..::...*'''' ''' t e LOT 2 y RY VI7AL `. 1 g ✓4 , LOT7 i i. ,,.k.,,,:\,,,,,,.,\:: € \ \ LOT3 V / LOT 11 � „ m -p""�- r-...1-,s -or Comercial-Lot 3 Portion of Site See Plans Prepared �— R!"3E7t�VT1AL By Smith Engineering Consultants Titled"FINAL LOT 10 ENGINEERING PLANS FOR:SLEINWACHTER PROPERTY-COMMERCIAL-LOT3" VTIAL RESDENTAL LOTS s LOTS GRAPHIC SCALE e . >e rn I \ MMMM� (ae�r) 1 loch 60 R KLEINWACHTER PROPERTY YORKVILLE,ILLINOIS OVERALL PLAN KM= MN SC Kt DA7Er PROJECT NO. r t as a2-ao-o7 Ras 11-14-06 /2E1-060951.05 L SiSSt MR NOM IOALEs MET NO. 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RN ORAOES AND SOWN OFFSETS SHOW FOR STOW CUB STRUCTURES ARE 10 iN BALK O*OW GNUS ODURVN 110701 MOPE ADDITIONAL INTER MAW FROM AS NECESSARY TO 001ECT 117707 NMI ALONG ROADWAY L7APAE5 SO NAT RAE MAMNACRRERY AES KAMAN SEE SHEET No.7 SEE SHEET NO.7 DNSIDERN RY PIPE AT 7077IS T WMER ARLNTINl RE 00496090 NQIPE AL JOINS TRE 06r(F t:EO TUN CONSTRUCTIONX465SA KLEINWACHTER DRIVE KLEINWACHTER DRIVE VERTICAL MOPS SNOOD MEM BE USED 70 DEFLECT/DP 54707 MMM AT "'" 0 7--LI�Li. LONIwAL PPE DEFLECRRN SHOULD EE 015050 PD)WIELFAC7LRRNS *{I ' 3 O .Q 3 t `'. 0 SjN• 0 ° 0 RECOMMENDATIONS UTERTY CROSPYGS 177777.91 MORAVIA PER EPA ASA 019MEV75 AND STANDARD SPEp'KA7EWS FOR WAWA AND SEGO VAN LLNS7RUCTAW N r /�//��EA�AEA�App�y/yy�,,A./�R$ t[ © r g`!'., ,� © /y AE A��/� I. i © 1' .• Ci 55.40'1 MO SAMMY SEW=EMIL BE cVIV ci..li. :; r. © I11' O - '"9 Igf ccIVmeecWR. ' II q © ' 1..' O L '� -A-... ,.._. 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DESIGN UNDER MT SFP-R5D' O c01iIArT TAGS ROWAN 16 SANITARY TAG F ILP.=733.89 TAC 3 PF+/'�f'.✓° R01fl(REIERSE NMI RIMY FOR 80P-7WATERMAN 3&3944 (IWMOAL 20[OPAQE OOW SANITARY SEWER-STA 400+00 TO STA 401+05.50 SANITARY SEWER-STA 300+00 TO STA 300+7925 ►IRT SEP••2517 Mem TMP ma OFJ . . . . I . 010000.ww WNW EWELL(AIL MUSES) ST 400 OO.04 00. ; RH 104+83.04 7 2525'RT .• . • . 74890 E a • 7�D0 • —D�S1NG F1i10°td GRAPHIC SCALE 750 -75302 g Q • ,rte E ' ]NY=7.ntu SE aux LAS 750 30 40 - .. t STA IO%% j4 RT . . . • I 7.7236 •TIE . -946.30 TN No ww liwwWi • TNI L 74283 e' -7.3665117 - - - NY l 73200 RM' (IR ZEST) NY' 73260 SE 1 loch_40 1L NY Z 75286 STY 745 INV t,73273 AE 745 _-�-- .. • • • 0219VTAT/CIV M4P \\%,,,,.. 740 : : 740 x I „; 735 • 735 a 75 TAY SAM 73011172,4: C. e Plc eo�as a 730 1110 *0 725 . . T •. . . . . • . 7.. . • } • • . . • . . • = 725. . • stO � 4. . • i . . • . . • • . . • . . 720 , • • , _1 720 • -111 1,� • .....• Ili ,, ' . t KLEINWACHTER PROPERTY 715 • • I • ;R I a a 1 715 YORKVILLE,ILLINOIS . , 1 i" • . • f SANITARY SEWER PLAN&PROFILE STA 400+00 TO STA 401+05.50 . FORAM A7 I A STA 300+00 To 300+79.25 N .1.1 a «,i 1 UNN Del Et: NO DATE: MAWXS N0. 11-14-06 Taal-050951.05 n r i r. it s. as Bs »oF 1 Datil NV Nk NOM WAD ! T ND. JOS 1'-40' , OE K N1: NIP YE1lT!CAE: 11 of 20 400+00 401+00 300+00 1 SAT 1.-5' . 4 i „ • , ' I ...CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS SMITH ENGINEERING CONSULTANTS, INC. YSP JOHN MELT YD3-mo DiPAl 3060 PH:330-553-7550 PAY 630_553-7646 . Weugie•n„g.mm E-W9_.ecimiD=NVNIE mm •Ye1D:MMR.Y •NUNTIEY .YORIMilB • ILLINOIS.PROFESSIONAL DESIGN FIRM I 184-000108 COMP.RLE 050951.0.5-GR.°r9 PLOT FILE:STANDARD (} 4 NEW.050951.05-12 PROPOSED CURTAIN WALL (SEE DETAIL) 1 ' jla'.I iI i Iii l '1,11 111 TEMPORARY SEDIMENT BASIN 1 1 2 1 I I 11 I I t I 1 1 �4. DRY DETENTION I .11 1 I I 1 1 k WETLAND TYPE POND 100-YEAR HWL= 740.50 1 {•• +• 1 I 1 • NWL(BOTTOM)= 736.50 `a 1011 t)1 I jry .((I PROPOSED RE1'AININ�, WA(L-f 1 111 'I IJI I hi: EXISTING SERVICE DRIVE f ! .- 1 r 1411 ,1-I I f f I i EXISTING TREE TO BE REMOVED(TA'.) EXISTING 2'CLAY DRAIN TILE TO BE REMOVED f j!1 ,� J r o '"' I 1 Il! SII' i tW R5 }h EA 700 g '1 11 fi T1 b� 1 ) ' O v I NI s ---- ; , .-f X747--� � �■` �i i t 11.1 a 4.49''''''"2„," v � v cs s,}--\ '��`e s t "�A �--- s, � s; i - _ ._... ---- / ... -11..., Alm � w' i it 41 .1> -� so _Qs „mac a�� o '�� _0.o 1) I ■ 1 - I.N.._ !� LEGEND �., i © A� "- v �l l`-"R-�- -�o�f `, j _ r _„.„:,- .-'�'`-r^"'• - j 1 1), , j I .I 000.00 FINISHED GRADE ELEVADOIN EXISTING BUILDING TOR / 41:.11' I 3' 'L t' r^'""I-�-,Is.-,'. sry"' B tz, 1 I 3}Iit�///� > 3 iFII •,)� 1 1 "�,).a�`�`� / O t 1�1` �II SlI! O BARRIER FILTER (SILT FENCE) eN' ''o>� 1"' 1 ' ; � "" ' }.... * [j1 O p ' I !1 j FILTER FABRIC(INLET PROTECTION) il / ( I4I i ti �s` ® 0,):,':11:111,:iI JiII/ It �� 6 T�aT $ 3 W ` i i 7 0� �" I��. I t OEe EROSJON BLANKET s �p� O: 1 1 1 eP / I > 'S.?C I `�ij7°'-'°1-;•'5 / 61104. 536 Q I N --. -. O 14 1 O RIP RAP 1 \ „I°�• f I I �7W;•'5 / C c ,, . i' ° . ____..,........2.t...„...1..4„.„..4.,_..4 / �,.7k"/ ... __.. j 1 ISI I ,� I I.1 O INLET PROTEC770N(REAR YARD) s I TOOT 1 ," {',/c >` �s 1 :1 I 1 1 f."'--------"---- - _ 1 �o O I`IIII F I ', 7462 Er II) z i i , I I1J II y.1 O PERMANENT SEEDING }( f4 / f I .: _ _ ._ _ ___ �. .� O 1}{ I T` O STABILIZED CONST. ENTRANCE I ii IC'6 F� .16..._1 ,- 11 0 ® ...=::2......i...._ tq r / 1S` }I I O TEMPORARY SEEDING L- - - - fvm ©il -' . . © ` _ --- ' '- S - /miI 1:I O,� + 100 YEAR OVERLAND CROSS SECTION ---- ,�.. >r-•�.L .....-1101K07', ��!°� i i \'�(�) KA* `. .:- / .`` \ �_ 'N 1� � ` �� ..i,�;�>; I' ]'.I ~ 100 YEAR OVERLAND FLOW ROUTE y. - \ © o "'-� ®l © .✓ 117'' •��, I 1 I, I DRIVEWAY LOCATION ti �- o AO �► ©D2+„ ,,, r�$+Do - - " 00 - �► fOs+oD p o6+oD W/ 107+o, I 1 1 `I` SOIL BORING LOCATION .1l► Y1 -i•?�v ,'",,7. - .-.,xr„ -. v: v.:sv _____,-•,,, viv ../z•,,,,,--- .1 vi>, +o. R/�e> � ''� I j 1 I I 0 f` jj V _T i l J ^�© �© P j F © �2 , / .... ©' �� D IVC -, , I 1 1 I . ---111--EROSION CONTROL FENCE - a ❑/ STORM SEINER TAGS 5w I tI ems �S ejs_ \1 ._I I _ t - _^ I�°�� 0 �f ®�-, Ili`, 1 i f ", REVERSE PITCH PARKWAY �I\ f"-- - ks,;1'.';' Z + �I'Y�C Y $1® 1 I 7 ✓ OR/ FOVERFLOW ROUTE .. ),„.., -755 i ., ' I 7 G 1 I i :f `/� _. lil�tsi�: '01- ii I E ms 1. --:•••••••'2-..��. (TYPICAL 20X GRADE DOWN • Y�3 I, I; 11 FROM TOP BACKOF CURB) j ti R' t B� n �1 II J EXISTING HOME ►- I © Ffz I 1 j 1 1--- ..,1,-.` I 7s> m ,., _ _ f' `© / J.tT ;I I 1 ` 1 $ he 75[ I I �O<c/-----6 I ,i I g I - 0 TEMPORARY SEDIMENT BASIN / I II I I? j .��. xT I _ / }J 11 I I7 1 I '` '9 I I 7:..,:07. I I E''''.47,-`-' ?�� I h /) • / p <o� ^f 1'10 I I I .. NOTES: • Gtty,• 40 jjG�, "1',r® : 1 • ( /,_. �� /J ."7/./ 1�J! 1 I 1 1 I ( REFER TO PLAN AND PROFILE SHEETS FOR ALL STORM I t I _ I I ,_�Qj I� j x LJ"' I , I I`_ SEWER LOCATED IN THE PAM STREET,HERB STREET AND 1s,,,7 7 I / �, /j 1 F KLEINWACHTER DRIVE RIGHT-OF-WAY. T/J/ © ® I I ©� - © , © I:III. I1T FORSTORMSEWERONTHE:OMR:ERR:AL -LOT4/� T< I1 1 I1- J PORTION OF SITE SE£PLANSPAD BY SMITH // O ©I _ �7� i rI I ENGINEERING CONSULTANTS R " AL fNOTNEfR1NG O L O _©_ / ©j ��'P0 _© © >L>� © J Jj 5 - - dA ) _:OO �'.: r. ,J 1 I JS PLANS FOR: KLEINWACHTER __- COVMERpAL- © / - --AK,P, 1 , r 0. + ' . V�;10 P. Ill a I 1 t 11 I LOT 4' NI >".,. .4 �� X` a y^ irlA .�" '.y Qi>-4•k ri.��3 Q4>4j Rm. IW=A ..4w�-,. 0.L. mo I Ko.. ‘,. Q� -` 4Y/ I I ,I t FOR STORM SEWER ON THE COMMERCIAL -LOT 3 x47 _� 7.-,v')r %t -• !� v ,.'a, " `✓,» L _- -^"""---+ 'A, I :I.' PORTION OF SITE SEE PLANS PREPARED BY SMITH (,4e, ,:• �! 010 4i © 3 �3 d 8•D o �yQ D � W -Immo ENGINEERING CONSULTANTS TITLED 'FINAL ENGINEERING ' © i:,:. y / 1 ; I I PLANS FOR: KLEINWACHTER PROPERTY- COMMERCIAL - EXISTING 2'• 'Y DRAIN TILE- f w si'' 1 y . I I I LOT 3' 1 % 1 I 1 I LOTS 9, 10 AND 11 SHALL BE USED FOR TEMPORARY It STORM SEWER TAGS 19 AN TA 4'Ola TIF a 48 94 LIN R FT STORM SEREa A2 2r 65 59 LN FT STORM SERER a A2 18' 93 119 UN FT STORM SEINER CL I i;A2 24' p IR I 1 I STOCKPILING. SEE STANDARD CONSTRUCTION DETAILS. SM 102+10.83 36.00'LT O BM O B67% O a=(EOUAuzER) BASIN 1 1 I 1 RAV=741169 DRY DETENTION 1 I i WV=74545 NW 49 PRC FLARED END SECTION 2r MA MN TA 4'DIA, TIF CL 96 PRC FLARED OMD SECTION 24' WETLAND TYPE POND 41' I 1 MET TA 2'as TM NV=74545 SE WIN GRATE ••CONNECT EXISTING DRAIN 1XE•• WIN GRATE 100-YEAR NM=740.60 d , 1 19 I 1 V 77 9 37 NE NV-74345 NE NV=737.00 RAM= 74394 NV=737,00 NW_(BOTTOM)= 736.50 1/ I i -); 11. I- P NV=73260 SE(EX.3) 2 220 UN FT STORM SERER CL A2 12' 20 80 UN FT STORM SERER CL A2 18' 52 INLET TA 2'0/A, 180 NV= 73860 NW 104 PRC FLARED ETD SECTION/5' PROPOSED RETAINING WALL O a= 0 0.62X 881-747.69 OMR CRATE WV=74.150 AE 668 6 UN FT STORM SERER a A2 12' NV=736.50 (BY OTHERS) J MN TA 4'DM.R-25o2 25 WI TA 4'as TIF a O 1.67X PROPOSED CURTAIN WALL(SEE DETAIL)- STA 102+•950a 36.00'LT 53 181 LN FT STORM SEINER a A2 12' 105 26 LN FT STOM SERER a A2 15' WV= 747..35 SW RIM=maw NM= 748.90 0 0.89% 66C AN TA 4'DMA,R-2502 0 a78X N NV=747.35 RE WV=744.95 NNW RM= 74.190 WV=74295 NNW 54 AN TA 1'Dot,R-2502 NV=739.25 SW 106 MN TA 5'DIA, TIF CL WV= 74393 SW RM=747.01 WV=73850 SE 1117H 2'SOAP 4 100 LN FT STORM SERER a A2 12' N O a65X NV= 747. N 20 NE V=741.90 SW XIV=7.38 **SPECIAL OUTFALL STRUCTURc 30 NE ^•s NV=741.80 NE RI/=74200 5 AIH TA 4'as R-2502 26 101 LN FT STORM SEWER a A2 18' 67 118 LN FT STORM SERER a A2 18' NV= 736.25 SW RIM-750.10 O 1.40X 55 79 UN R mat'SERER a A2 75' 0 0.42% NV- 73825 AE(W/RESTRICTOR) O 0.70% MV= 746.70 SW J5 MH TA 5'DIA, TIF a 68 AN TA 4'as 8-2502 '� NV= 74870 AE STA 104+00.00,36.00'LT 56 MN TA 4'as R-2502 RN= 74545 107 O RSJX STORM SERER CL 0.2 15' \ 6 779 LIN FT S70Z4 SE'MER a A2 12' RM= 745.14 RM..74536 WV=738.00 SW O� O f.06X NV=739.79 SE NN V=741.35 SW V-738.00 NE 108 PRL'FLARED OD SECTION 15' NV= 73979 SW NV=741.35 NE 11f171 GRATE 7 AIH TA<'pa TIF a WV=739.24 NE 69 JI LN FT STORM SEMEN a A2 78' NV= 73800 A2 4''.00. FCL LT 57 79 LN FT STORM SETTER CI.A2 15' 0 045% STA= 05208 36 131 LN FT STORM SERER a A2 21' 0 0.82% RIMO 1,15% 72 MN Til 4'as TIF a KLEINWACHTER PROPERTY NV= 71480 SW 58 MN TA 4'DIA,R-2502 8M= 744.15 INV=744.80 SE 45 MN TA 5'as TIF a RW-744.70 NV=737.86 SW 'r 8 162 LN FT STORM SERER CL A2 11' STA 105+3504 36.00'LT NV=740.70 SW NV= 737.06 NE YORKVILLE,ILLINOIS 01.1<X RM= 741.81 NV=710.70 NE WV= 737.73 SE 73 4 LIN FT STORM SEMEN CL A2 18' GRADING&EROSION CONTROL PLAN 9 INLET r0.2'as MG WV = 737.73 SW 59 157 LN F7'STORM SEMEN CL A2 15' 0 0.56% GRAPHIC SCALE RM=A49.J2 NV-.737.73 NE 0 0.67% ,5 5 x .o m NV= 74.190 SE 74 PRC FLARED END SECTION/8' X _ 64 MN TA 4'DM, TIF CL *MN CRATE N= MI N� REVISIONS DNI BY: NT: DATE: PROJECT NO. 10 74 LN FT STORM SERER a A2 12" STA 204+00.50,3800'LT WV= 737.00 N• MN - I. ,as 03-J0-07 RGS 11-14-06 KLEH-050951.05 RM O 0.67X Rod-m.21 (IN FRET) 2 . D5N BY: INT: HORIZ SCALE: SHEET NO. NV=74290 NW 92 PRC FLARED END SECTION 24' 1 inch- 40 It 5 JRS 1'=40' INV=739.65 SW NTH GRATE - NV=739.65 NE WV=73200- 4. CHK BY: NT:' VERT SCALE: 12 of 20 5. SJM NONE . . ... . • 4 . , . In SMITH , INC.4 avR/sSOL'TUEAiENGINEERING AND soAwaiARsCONSULTANTS - -ThI..,wew964 10191 wnNe RESDEITIAL 21` r.s�r .ammsr tasmu • g arms POOPIDIRONAL NEM fmi/IN-00010e RESI 17650' LOT 5 E§ LOT 4 cava asoasl.as array LOT 6 0 PLOT THE STANDARD ° .r a� NEM.`050951.05-13 W ` e� PRO?5'P°G4 Sanaa(RP.) IV . Cr iJdiJiWi. o w- rr,: TYPICAL STEP �'7N DET AL ALL IMAM OMNIA Gore uNsr elnoe OT INS SNAIL COOSIN NI PE q_ .. Nwne alNemerw a' R 5' �. � N;UAW"AVM COMMMINIM Or LWOW AVM tNINa i RESIDENTIAL a. I ALL SWAP NULL -\ LOT 5 •o. -xewAASNc • Lor? 4.00 Dom 03 • X01 Duce(nP) N t. � " : a6.12 CONCRETE � 7 -, + LB�Q R31.5' CLOY AND GUTTER00 c� O { II }IT 9/�9d/ J' .j� &D' g I MIT NNE SIMI �/ .,��, i j I "1114i o/ >1/4 KRIw ruewMIew /i// , if '" LOT 11 ` '` v. eex�awe ', ,:xi.— R P As•h • RJL5' C / ! - e RutRlt / / 7OT /' 10o , it REIERSE RICH 4��yt�Op * swsruNvr (11P•)CURB 3 GUTTER ",; / 024.. .. O 4 CURB £qi� x ,111.11--II 11111 RESIDENTIAL . �p ' 11=11. .11 11-. 11` _ 1= _ / SIGN —11-11 1. 1 1' LOTS ( J I—%n M 11=11ii=11=11 - \ PROPOSED BITUMINOUS AY '' ' P,F' - ,gyp_5 �i'nci MOM NNW TO EXISTING HOME '•P`"�^ � ''"'�R LOT 10 PROPOSED B'CROISSWALX MARKINGv. " 2ESCEARIAD 2'-5'saulD RIPE MP) Nw NOTE LOT 9 o i 1. ALL SIGN POSTS B LOT 11 \ -" FOUNDATIONS(BASES) .` PER an'or YORKVILLE / STANDARDS KLENWACHTS? WIVE / PAM STAT / I£fh3 STREET 2 ALL PAVEMENT I;'LEnNVAQ4 WIVE al.-DE-SAC PPA ENT.T.ENo7E EDGE CENTER STA- 100+6500 100 RO - 02+& 200 ROADADSTA STA 2102+5128350 • 11..11...1 NO } O` i • V 0. C. YAL RED DIAMOND SRW W 8612 CONCRETE W-8"PAVEMENT ENDS'SRW 24'x 24' It' if CURB AAOL-dt77EN LOT 3 JLr x JO' FSI INTENSITY GRADE RER.E0 .. 2 HIGH INTENSITY GRADE REFLECTIVE E • ' � �.. i RED LYAAfOWD SRW t, ". ./.. 24'x 24' - ,rte HIGH INTENSITY GRADE REFLECR(f ey0� J Y, �'�' I'"T � /...."''.-- 1 O fl4 4 zw. \ , , -.--)-- ,.... / N RESIDENTIAL �V7t4La. p 0 \ \c? ' \ , , p LOT11 z, o s li sk COWERCIAL _ ....- LOT 4 �0 86.12 CONCRETE - : % or CURB AND GUTTER .: RED DNAMOVO SIGN GRAPHIC SCALE �2 ' ' 24'x 24' a e w a en MOHW7FMC7Y GRADE REFLECTIVEN. ismE U 1*-8'PAVEMENT ENDS'SIGN (IN rat) I fneh�80 R R•1 MGI WIDIS/IY GRADE R'SLEC77IE N RED DIAMOND SIGN LOT SA-aur HIGH2NTENSITY GRADE REFLECTIVE KLEINWACI ITER PROPERTY \ YORKVILLE,ILLINOIS INTERSECTION DETAILS IP 77T �y� ryy NLNNW CS S 0Th DATE NIO.IE T N0. PAM S I E I f LRI♦ AR.r, U K) PERE S i wtt i !L.R�I A1�OL 1R/ ,. .6s O7-ao-a RCS 11-14-06 IO.EN-050951.05 z DON Mt KL HONK SCALL INET NO. TEMPORARY TARN AROUND PER GTY DIRECTION TEMPORARY TURN AROUND PER CITY DIRECTION S .A2S 1-20' a OK n SIC 1F7Ir scam 13 of 20 a Si! NONE H 6.1 -.".1gAR I -v IQ w , B.111 il t a -1 z I Tt„g34aau g' o �i �i 41 11 ni p r -. 3 . #e • I 1.111 �__ i 1 z T iit 111 1! IC I41 n II .xe. b 1 gt 2.,L, c! 071111 gi ! or...lob.‘R KE 81ip 11 $n ; F ... a is Ai !JJ .4 i 14 hilufi r1. 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IaSsjuaftnig! sgu Q ....,. - aauugfffiatillifffilffkg - (LEE( t uuttd ;M1 — E • KKK(• .:4 4 al la aa......la to 1 (4D, w �r�* : � 1 �1 1 - !11la1i1;1eacaeaaaaaaasaalalauat! ---' — o 1 ..44i014.14124 !n 1c li ie i i; iill I r'0' 1 aaalaaalunaaataalaaakiaftlalalaaa �� a —► -•--\ ! 1 pill j ,1 .1----...--1 il i 11 . 1 Its 1. Jill Id ial ,ommraissi 1 it 01 is ! p ilil I 0. *irnk aaaaa,0as1�..m..., id 11 il 1 . mi il � ��8 ..._111-1 ara. a ---1 Li L 1— _4 II SMITH E/erleaclyNGINEERWe nm s ING CONSULTANTSzEQE, INC. Lavu w ALMA BIM RS IF M OD®MDI®KIM NC PE ally4WiG PAL 115-1110-C8Y! ...Mlle® BAWL.rLID lase l neom .11.4301117 .®Beer PROMO= .IRT LURE • DIMON PRO IAL DIME■1 /184-00010E• COMP Rae 050851.05-Deft g . AE Rae NEWlD 05095E05-15 T) 4' A/MiYCYs BEZ 7L7 AAdAliiZs GY]MC^7Ce SAARTdBY 55615Z SIT STACILL C2'fSSW1►1= SEKD [OMIC27Y.]M 72 Q' AAa11f.CY6 RL ea.,.swr.AF•SEVERS -STCE ALC N.M.6n"`ISINLt ���_ ``,1`,'coir SANITARY RCN=V.LIG a P PLASTIC MN.STEPS 1'-r OC. 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Awn[APE NOTE:PVC OR 18.C-003 PIPE SHALL BE IS WITHIN WHEN a r.- -c THE BOTTOM Dr THE STORM SEWER IS WITHIN C -TRONA NATION 1B'OF THE TOP OF THE SANITARY SEWER. ='-_ C�°i UNDER NO CIRCUMSTANCES SMALL THE STORM CF CTI NN4TTfIN - ELFVA y� SERER BE SUPPORTED BY TRE SANITARY CINE REFETESKApNS 6 IW J PLASS 1n.V-4 N.r Pr[YsrRo Mg"wn.n ava wva Q NIX2 WATNCEER MIDSTWHDARD SEWER iMNPEfBC015TRIlCFTIDN SECTIONAL ELEVATION rx"�Imc"i 21t m !ELMS IFFTH PAT..) NI.NALL RE melRlea➢IF cuss m MICR=. QREFERENCE STAWMD SPECFIONTIONS FOR WATER AND SEWER MAN GTNSTRUCTION Q REFERFJNCE STANOMIT SPEgFMATYJNS N LLNON(MN EDITION) I FOR WATER ANp SFVER[RAN CDNSiTdICTION N ELMS(FIFTH ED.." YORKVILLE-BRISTOL SERVICE CONNECTION YORKVILLE-BRISTOL PIPE TO MANHOLE CONNECTOR YORKVILLE-BRISTOL TYPE 'A' MANHOLE SANITARY DISTRICT my Ig70.,:', SANITARY DISTRICT SANITARY SEWER AT DROP CONNECTION TO 6o-� m YORKVILLE-BRISTOL YORKVILLE-BRISTOL SANITARY DISTRICTAF le*I° �^ STORM SEWER CROSSING EXISTING MANHOLE CESIo.NAN ro AF la ;,,066 I"" STD-. SANITARY DISTRICT I Y Ix�`= SANITARY DISTRICT fK'°"M�ixN`6 DD > I42P 4SICE ZERRN • Ile �'9 :gG'I iF I I7) 171, -11, wa•2CSa(QCZEi.A- t i - I•P RN J DINID N CA-7 0E00 _SECNE CNN. • p� NL PLAN :.i 01F I.0200=lo-r+ian- I T- er 4 1 .1 11 q•IEC AV[N I' 1D VATRRYN)PILO lE DWIV � �� v.m Hem aRCArcora mamma 11.1.10.sac '' :��...IVn�r - d mnG cVCR Pit:I.. AAI[ 1E RISEN 113 BCT T. . EII=DS Ir-D•NOR PIPE MO. ONVID. SEE was-mance&IN AL. 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BB hh ee 1 1 ati s ! - 1 ri SMITH SN�RINa�®amsNfIB INC. 690 YAR.ORM MS MOE MON 80461 WATERWAY PLAN I SeCEE- � � TI1lLST f f r� �:6PEL 26-44111-11084 L 816n 6 Mea SILT FENCE PLAN F,9 . • , =NOM PIROPTIMMONAL NEM MI#1M-OOOI06 r 1 24(419)See Gross-Lined Charnels(840) Mesh Support 6_Square Mss) Fastener-110.No.9 Gage.Wire COM..FRE:060851.0.5-OET.dsg '' I "�,X 4 Per Post RegWYd(TYF) PLOT RTC WEB 050951.05-19 lh -,-,..-1i \C/ i __DP Max IWidth I I d Il Ryp) 2' Min.d___ J�\?'-i. •4==�0!•�N IONO� 11►10.1====.IEMN PIPE OUTLET TO FLAT AREA -Centerline 1 m►70mmi��M■gym f AL d7EJ11100P Tile Locotkn I -FS IIIR MAIM= !/SEA CttdMN ROW(1r STAPLES 161 //^ Ii Needed I'0)♦��0�i1IM.= N BLANErsSTAPLES A 011 �y ` No Outset To l Ch Area . (/ No Nell-tlefBrcd Channel •1 Waterway No. �� I. PIP a� .1�s�`�it 5 From Stetkn I N ` /i6�.0Bf16�y'f To Station ELEVATION I A i/ 1! tfe•1 Y1;JA Grade,X L�� 1:.1t•0,�: Drainage Mra'K Filter Fabric 490:6 W/b*21 Construcibn Layout Data - .B';1`•1.a: Top Width,Ft. Direction Of Flow �..2010.11-.,., f lessee Width IN d Ground Linc 1 A iY,(V Side Slope M . CP ROLL 7USE 4 STAPLES ACROSS AT0 se START OF EAOl Rpt WOKE4 STAPLES ACROSS 10s START 4����?, aNOUQWUT DE LRCM CF DE RCL AT DROIOI WT lIE LEWIN Cr DE ROLL AT -•,-*� Depth,Ft. �i\' 6 FE.NIOMWS 4 FZ N1FRYAL5 Tile Diameter,ayneter,m• c \%r ELHH OW Length,Ft. 6 7L ! Compacted Backfill Grade Check Sp004g.Ft Rods_Fabric_. 6• hsn LI-- FABRIC ANCHOR DETAIL MIN 48 0 T.A I It) �I (LWINow 7!lb F7./-1171E N]TES. NINES, mow PO?ROLL 78 6,a(4/IOJtI 1.AO trees,stumps.brush end debris shall be removed From the 1..Top and bottom fires oP nosh support shall be sin gage no.R =ARE YARDS PER RCL. 80 AVERAGE construction area and dspesed of properly. 2.Intorrcdate wk...of mesh supports shall be min gage no.IL me•ueamomawal 2.When reguFN.topsoc shall be Whooped and spread uniformly over 3.Terporcry sediment fence shall be installed prior to any grading work .....k.......--,-„,.....:,..:.2:':v�•14f 01 a disturbed arras. In the area to be protected.They shall be malntabed throughout The OSCULATION SAPLING IXSREM1111I16 FOR '1II 3.Spoil notarial Free construction will be deposited In low areas or construction period end renamed b,conjunction with the final grading. PROPERLY PREPARE iER1MJIE AND SEI AREA ro BE AI(OCO OBOEX BLA10EIS plop.:-..T.:4••• .060.01..sprratl so as not to in,taKere with flow of water into the 4.Mar fabric shall Haat to.requirements i notarial specificationUSE MIRE STARES.091•N DIAYE704 0R C EA704. waterway earth ill shalt be compacted to proven!d fforenibl 592 0.otextOe Table 1 or 2,Class I with egwalen< size of COWERED BLANKET BOE=&LAIS NETTING SHO L 40 T L•FUPED 601 LEGS 6'N(EN070 ANO A I- Gaotextile Ary ear oPerhing . O MG6 IN CONTACTONNIHWOOD 6E CH E NOME SINE AND GAUGE 6 STAPLES USED NOLL const r c t h the eospletee grade.wy. 09 waterway w6 be Ft ce p t for nonwoven either mrd SO fordtees pn. Dpi MGM N DIHEMill THE swarmSOL DIET RE VARY WITH SO(C01p77041.OPDE STAPLES VERT- cen Teeworo.y d to ay a consd pretle,width and topth. 3.Fence put shah be ea L standare steel post gr wood put with a 0/420 AI TH N CEER FL APPLYTINGTE N THE KAU.Y MATO 71E(i80f.Y0.USE FOUR STAPLES ACROSS SECTION A-A 4.waxer cry does Wn be,029 Pro. w see the taps and skies s The,me andpa 1 area 3.0 sten I NEC AND THE RIMIER n w BUTTING DIEM AT RE AT ME START 0r EACH ROL FCR SLOPE NSTALLA/ICR be renowe to divert 00.0 tato now se obbshe Terparary dors slap 6.The epi support way be witted w a madmen of 5'y used for post AMUS AND GE AND REM IZ STAPLING N BORES COMPETE TO STAPLE ALONG DE LENGE/Or DE ROL u removed u soon as vegetation is estebOshed post spacing APRT BUNGED OT/E71 HORIZONTALLY CRSTAPLEVERTICALLY AT 6 F7.R/7ERYBE TER CERN FT W STAPLE ALONG NOTES+ IreycS /� la lowness NBBiL710E w.e.0 Wes on TO SLOPE EAND SIDES AND OTS STAPLE MOTOR DE LENGTH Or THE ROLL AT 4 Fr INTERVALS ANOTHER 1.The filter iebrk shall root the raWrerants 1+rot...V End_-Taft- /1,>4�nM7o[MPS IL-540T M11-44/.....-...._ /� in amour O NidOLn6E w..o.w rn ?OIaGNES NOT NECESSARYi'E TO CRs LARDS im ROW OF STAPLES N RE CEDER OF EACH BLANKET spedrk.mra 590 GEOTE6TILE Table 1 or 0,ole.r or En Mfi_ !! h s t /L 95.ON 96192 7590E A Fp(N 009GV SPEC79CATNS SHOULD 6E ALTERNATELY SPACED BETWEEN EACH 50C 2.The reek rpr epi shag shall meet tin[00T requirements for the Wend B).M_ ILYH� Sas spores WPM `7 LLN, Pas „�1 I �0Y ADJORING 9.d p IS A COMMON ROW 0f' followMg gradation.RR TYPE 4. S.TOW rbrapp s a9 be pieced according to construction spedncetwn 61 10OSE ROCK R7PRAP.The rock nay be equkwrnt ploud Era�t 6S ENNlp1 6/0 1 LNE 1L-6t0........... Ci E. law- 4 S4 m0DN0.TnH MOLT Ods6 LU we h•-•-••( WOW Yk- ERS-9 ERS-1 ERS-4 7.FC]PAPY SLTA1CW FA f' INSTALLATrA/ ROCK CHECKS FOR WATERWAYS ROCK CHECKS FOR WATERWAYS STABILIZED CONSTRUCTION ENTRANCE PLAN STABILIZED CONSTRUCTION ENTRANCE PLAN EE7y1®V NIT PPAAAE AAD L.O ENg1EDONG FABRIC(70 BE REMOVED AT C INE MEOW!Or 1HC ENGINEER AFTER 70')Mer, COPTS-RUCTION IS CEWNE/E APO SEEDING ExistingI EJP 6517 GRATE HAS TAKEN MR ALSO TO BE RD/01W F mewl D Wash Meek T 2 TYPE 1 FRAME-OPEN LOS AND REPLACED AFTER EACH STOPS/O! e E weK.ar1--111--1ROCK OEM SPACING (optwrau JL•� MONITORED N A m.r urs ' VATERVAY ttcSE 140)51.0 SPACING 01 14''M'. [ sil IIIIII )\ 0-u lull • ` Existing •Iu►• • iY•I� -I RINGS ADJUSTING \a.\.-� mg.gm.r+' /�', is Minh. 1.3-aA n 50 Coarse Aggregate e_f 10'Men �C Paranoid �� :��/�� 1P.`041P.,......42:'+ � t '�;� --1 �2 ri I I�----- •Must Extend Full Width TO Save Drokape ".'i %i= 2 1 I- Of.rotors And Egress To Seco 0 r Of Ingress n Topping OrNu. Filter Fabric n PLAN VIEW SECTION A-A PLAN VIEW SECTION A-A ROCK 0501T1TR3 0I VMS-PER RODE DEDC WATERWAY NUMBER FTOROM STATION DEPTH ROCK OCC[97519-2/3 TV-N FEET 70'lily 34 Stop*STATION ( > 4A 4 . Exbtkg lavewent I 6•-7• I NOTE fNS/EaWIp MIRK SHALL BE CHECK SPACOf�COIS 1.5 1.B 2.1 2.4 2.7 3.0 39 3.6 3.9 4.1 PLACSHOW.N KEYS AS SHOW. ALL E75 TORE 57001 3(MOI IR 12 2.1 2.5 2.0 32 3.6 3.9 4.3 4.6 3A 5.3 � J RwOhtaW Bern BILL OF NATERIYS ea 2.4 2.0 3.3 3A 4.3 4.7 5.2 5.7 62 6.6 7.1 �b n . Rod-MOT 013.or pAwteot- Tons hire Fabric v Motional) ••w.;!i. ��(8�®�t �EYMI /i Mete.guanetlra buy an 2 foot wide trend and 1.6 Tone/Cu.16 Eads<bg Ground �� s-. rd�iq+Isf011Ns �.• COMIde quantities by 2 for 12 inch trench widths.) SIDE ELEVATION •:i 11.441...11. 4411. "-•'- FF LOCATION PLAN -;oe•.�!/ �y�/..• - :.= � _ lfi0l�lf I1[!►1�0E IND LD NOTES •r 1 10 �M0//./i:i• L Excavate trend 12 bids aid or arc � beads budget wide.whichever Is gr•cter. I roar ba0 201 by rolling with ROCK GRADATION-HOT RYA w�i' NOmwA FARC Dt C 102,11.2 Af 2. 00epaet 1 Atha iebrk smell rot the req..Yvnente was notarial sgefYslkn Reinforced Concrete Drain Spee DE MINN NW PAYSIR CSP NC DINCION 6 OWNER'NM SIOLImo ousted roctionk surface fnrr,t. Size X Passing we®TEXTILE.Table I or L Class I.O or IV and stag be placed MS FAWN Mk ASO Pt I IP APP.PIR NO MAASO MIG GOr 3. Finished neck suriett w6 be flush with Por W ccI 9. oro prior to . orcin of rock. the graved wrfew when carpeted By Wight SECTION B-B Nva Ara KNIOR6 0V A WILY er6 eRed or o predation, n,CA-I. sial weer one of the be plat MOT coarse 90 Lb. 100 to con tr 0110W.pe fico on 2 CA-3 or CA-4 and 0 ant M a Method I to construction specification LS M061LL using piecercnt 1 FWV6a MM /- 10 Lb. 30-70 Ped Class I1I conpacuwa 3Any*sinew fa0AMie Pwf4•e0 b.:0We of washing shag No 1 LW 0-16 at! constricted 01'o 0 to manufacturers ur rs 0(1.40 atkw. -. County 4Nf wad,roes ere Wed they shall b.bctalled according to the '� ; Sec._T-R- wwfect1rer"s rpedPIeatkw. IIIIIIIIIIII ILC EN61E111 6 986.ILNE-srArhs Meat evpws OL UMW i 140OLRIE ............ MIMES as 004011(01 6 P3®LTIE ......... oma BS.mown 6 gaCOL140 w.w......... ^, A.-Iwo- a WMNYYI EMI mer )Wr• B a 067700101 OM SOLIl.BRIS BAC ^, J\ IL 541 Mer Bs_ g s�LR6DNMa MU .�.W •=•_....1.1._ g a m�IVMm MIX a Oder we_ LOOS .R:w« Omnia Ar- V t1B� n0 m.o.%s it-Pse. la- eye • hoer ht,_ ands ..« ERS-7 ERS-8TIVII.1.11.111.1 "°`i" w(a��"w`"°w"`"" KLEINWACHTER PROPERTY BEE �//EFZ 7C2 rLAT Aid APC:raw srarat A®AS As 9YALL es6A N s Pipe Velocity Rip'Rap .-a 'Thickness /ill ' hf2, �' YORKVILLE,ILLINOIS •Structure %,. ,'"#:: .(m) ..Ms),,, 'Glade , (It) ,.'(urs) - (It) , ;.(8) SUB-BASIN AREA r!TRIBUTARYAREA AREA REQ'D-DESILTING VOLUME PROVIDED 49 27 5.67 RR-4 17 16 6.75 9.05 {FES 4t) ; -•TO FLARED END SECTION(AC)>IMPERVIOUS(AC,) 500 FT^3 PER TRIBLITARYACRE ,OESILTING VOLUME(FT^3) t 74 18 4.97 RR-3 12 8 4.50 6.30 A(49) 4.51 2.46 1230.0 I 14522 STANDARD CONSTRUCTION DETAILS a(74) 2.68 0.69 344.0 108 15 3.15 RR-3 12 8 3.75 6.05 528.8 slMMI DIN MI ffl: DAM PROJECT N0. 1. .95 65-50-07 RCS 71-14-06 KW1-050951.05 8 Offs St Dm NDAZ ICMEt I NIST No. .1 .RS NONE a CNc Eat OI! %an soma 19 of 20 a SM NONCE I 010 1.. a Pig ` N � 3 Is ! i .45 w 1111 - o1g2 10 U AEA 4 II r 1 1 ill i °I 1 1 11C 41 42 ik";;I 1! !E ! 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II4 :C a 'ftt t • ,-,41 it, L9 J N {gav p ;. ti i '.1&t 1....1 ,./ / IA tB _bI9 1 It ASsIFz La x r. -C".."') iroo United City of Yorkville Memo '" 800 Game Farm Road ;n;1836 Yorkville, Illinois 60560 ----- ---- Telephone:Tele 630-553-4350 Xg ` , p Fax: 630-553-7575 Date: April 13, 2007 To: Charles Wunder, AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Joe Wywrot,PE Subject: Zoning Review of the Final Plat of Subdivision Revised March 30, 2007, the Preliminary Plat of Subdivision Dated March 30, 2007, the Final Engineering Plans Dated November 14, 2006 and Revised March 30, 2007, and the Final Landscape Plan Dated April 2, 2007 for the Kleinwachter Subdivision Staff has reviewed the documents mentioned above for compliance with the City of Yorkville zoning and landscape codes. Staff found the following concerns that must be addressed before the plans may be approved: Please note that the same and similar concerns have been pointed out in zoning review memos dated December 8, 2006, October 10, 2006, and September 8, 2006. Final Plat of Subdivision Commercial Lots 3 and 4 (Zoned B-3) 1. For zoning purposes, the front of lot 4 is on Pam Street because it is the shortest lot frontage on a public street. Therefore, the 50-foot front yard building setback line shall be shown along Pam Street(10-7D-4). 2. The corner side of lot 4 is on Kleinwachter Drive. The required 30-foot corner side yard setback shall be shown along Kleinwachter Drive(10-7D-4B-1). 3. The north side of the lot 4 is considered a side, and the required setback is 20 feet (10- 4D-4B-1). 4. The 20-foot required rear yard is on the east side of lot 4 adjacent to lot 1 (10-7D-4C). 5. For zoning purposes, the front of lot 3 is on Herb Street. Therefore, the 50-foot front yard building setback line shall be shown along Herb Street(10-7D-4). 6. The corner side of lot 3 is on Kleinwachter Drive. The required 30-foot corner side yard setback shall be shown along Kleinwachter Drive(10-7D-4B-1). 7. The south side of lot 3 is considered a side, and the required setback is 20 feet (10-4D- 4B-1). 8. The 20-foot required rear yard is on the east side of lot 3 adjacent to lot 2 (10-7D-4C). C. Wunder Kleinwachter Subdivision April 13, 2007 Page 2 of 3 9. The location of signage should be considered now. If signage is to be placed on lots 1 or 2, and if these lots are encumbered with easements, then an exception to the blanket easement(EBE)will need to be established. Residential Lots 5-11 (Zoned R-2) 10. The dimensions of the lots at the building setback lines must be shown either on the plan or in a table attached to the plan. The minimum lot width at the building setback line is 80 feet in the R-2 district(10-6C-3B). 11. By definition the rear of a lot is that line or those lines that are parallel to the front lot line. Please note that for lot 7, the rear lot lines are the west lot line (177.7 feet) and the north lot line (232.96 feet). The 40-foot rear yard setback must be shown along both rear lot lines (10-6C-4C). 12. For lot 8, the rear lot lines are the west lot line(237.80 feet) and the south lot line(193.86 feet). The 40-foot rear yard setback must be shown along both rear lot lines (10-6C-4C). 13. The label for the "typical lot detail" must include a label indicating that it is the typical lot detail for the residential lots. 14. The applicant may note that the 10-foot public utility and drainage easement may overlap the 10-foot required side yard setback. 15. The required side yard setback in the R-2 district is 10 feet or 10 percent of the lot width, whichever is greater (10-6C-4B). The plat currently indicates that the side yards are all 10 feet. Preliminary Plat of Subdivision 16. The front of lot 4 is on Pam Street. Therefore, the 50-foot front yard building setback line shall be shown along Pam Street (10-7D-4). The corner side of lot 4 is on Kleinwachter Drive. The required 30-foot corner side yard setback shall be shown along Kleinwachter Drive (10-7D-4B-1). The north side of the lot 4 is considered a side, and the required setback is 20 feet (10-4D-4B-1). The 20-foot required rear yard is on the east side of lot 4 adjacent to lot 1 (10-7D-4C). 17. The front of lot 3 is on Herb Street. Therefore, the 50-foot front yard building setback line shall be shown along Herb Street (10-7D-4). The corner side of lot 3 is on Kleinwachter Drive. The required 30-foot corner side yard setback shall be shown along Kleinwachter Drive (10-7D-4B-1). The south side of lot 3 is considered a side, and the required setback is 20 feet (10-4D-4B-1). The 20-foot required rear yard is on the east side of lot 3 adjacent to lot 2(10-7D-4C). 18. The building on lot 4 is proposed to be a daycare. The parking requirement is one parking space per employee plus an adequate number of spaces to serve the public (10- 11-4G). The number of employees is needed to determine the parking requirement. 19. The use of the commercial building on lot 3 must be identified to determine the necessity of a 10-foot by 25-foot loading berth. If the proposed use is retail, one loading berth is required and must be identified on the plan(10-11-6D). 20. The label for the "typical lot detail" must include a label indicating that it is the typical lot detail for the residential lots. C. Wunder Kleinwachter Subdivision April 13, 2007 Page 3 of 3 21. The required side yard setback in the R-2 district is 10 feet or 10 percent of the lot width, whichever is greater (10-6C-4B). The typical lot detail currently indicates that the side yards are all 10 feet. Final Landscape Plan 22. The dimensions of the landscape buffers must be shown to determine compliance with the landscape code. 23. A 10-foot landscape buffer yard is required between the parking lots and the public rights-of-way on lots 3 and 4 (Ord. No. 2006-136 Section 2-3b-2). Please let me know if you have any questions or require more information. rsh\abk S:\Rebecca\Yorkville\Commercial Plan Review\Kleinwatcher Property\Final Plat Prelim Plat LS Plan 4.4.07.doc fO CI) United City of Yorkville Memo 3 800 Game Farm Road ESE -sas Yorkville, Illinois 60560 Telephone: 630-553-8545 14111> to, Fax: 630-553-3436 Date: April 16, 2007 To: Charley Wunder From: Laura Haake CC: Joe Wywrot, Anna Kurtzman Subject: Kleinwachter Final Landscape Plan Review I have reviewed the revised Kleinwachter Preliminary Landscape Plan dated April 2, 2007, and have prepared the following comments: Detention Basins 1) The detention basins (lots 1 and 2)grading has changed, and does not meet development standards of a meandering basin edge. 2) If there is a retention wall for the detention basin(lots 1 and 2),that must be labeled and a detail shown,including the height of the structure. Additional safety measures may be required. 3) There appears to be approximately four feet(4')between what is believed to be a retaining wall and the parking lot. This is not an adequate width for shade trees. General Comments: 4) Street and parking lot lights shall be shown on the plan. 5) Change the common name of Pyrus calleryana `Chanticleer' to Chanticleer Callery Pear. 6) Indicate if the detention basin perimeter is to be seeded or mulched. Excelsior blanket is required if the area is to be seeded. Basin edge shall be naturalized. 7) Please include a cost estimate with the revised plan submittal for approval. 8) Two sidewalk crossings are shown for Kleinwachter Drive. Please verify that this is the design intention or if this was specifically requested. United City of Yorkville County Seat of Kendall County 800 Game Farm Road Yorkville, IL 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us PC# APPLICATION & PETITION Please Check One: V Preliminary Plan Final Plat 4 Development Name: &00/7(3 .._ fgebl/i/>` N4-I 4 Date of Submission: `r/ 4/o 1. Name of Petitioner(s): Nom.EIS Address: X35 3L/d•J r t n.. iLb, 5,1-r eS vA Craw 8 x601 �L_ (o2=,5 2'7 Phone Number: tip-3 LS -4.540 Fax Number: -4,1 )-3 Z S 69 3 S 2. a). Street address and physical location of subject property: fie.7r1.s 4Si C,t— of vti►"- CZ-4 Ab k R,tG— ILLCJ_ rant,LGv?US. b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 2-(.S5 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: - '�-t ciaAt-b L . tr6t . PAScDt 1.164—e3 Lac (-0 wc, c.r 1 lUOo 54.4vt s AS Inf Attorney: Name: .nUt P,Cu vcie-/D6A4Me 'vel..k3x¢StDL &owe 1V$r brD Address: 113 WWWdTeti 5T / toAPelt_.vkcLt I It— (4544. Phone Number: 634-35s_5k„o Fax Number: b36-355-5q74.7 Engineer: Name: Jo u i. X22 t / Q- t CotiS d-t uTA i td Address: 1+16 alt lLsai OAS 3A.ecak t (i-- 66513 Phone Number: ti3 -qem -i$t Fax Number: 6v0 -916 g S� Land Planner: Name: Jo N s J t i n i 4.& OrSt G NJ Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 Address: 55(1 C✓*A 15 AVe 51./ rLs" qo G/CU 10 Cr> I L. 46 t5t. Phone Number: -7").3 -7C.3 -3316 Fax Number: 7)3-?L3 -3325 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: Zip t / 3 t 6i Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) 466-ekir VOA- PenT Subscribed and sworn to before me this `)r day of 4D1iI , 200 REGIA LICIamPESCH I NOTARY PUBLIC,STATE OF ILLINOIS Notary Seal MY COMMISSION EXPIRES 04/02/2009 = THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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 Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road,Yorkville, Illinois 60560. Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 Date Signature of Petitioner CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA 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. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 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. 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 Page 6 of 7 United City of Yorkville Prcliminary/Final Plat Application Revised: 1/27/06 moommilummobk 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 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: 1/27/06 LEGAL DESCRIPTION GRANDE RESERVE NEIGHBORHOOD 4 THAT PART OF THE SOUTH HALF OF SECTION 11 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF KENNEDY ROAD AND MILL ROAD ACCORDING TO THE PLAT OF DEDICATION THEREOF RECORDED MAY 31,2006,AS DOCUMENT NUMBER 200600016199;THENCE SOUTH 81 DEGREES 26 MINUTES . 03 SECONDS EAST ON AN ASSUMED BEARING ALONG THE CENTERLINE OF SAID MILL ROAD ACCORDING TO SAID PLAT OF DEDICATION A DISTANCE OF 1,487.38 FEET;THENCE SOUTH 08 DEGREES 33 MINUTES-57 SECONDS WEST 75.00 FEET TO THE PLACE OF BEGINNING;THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE SOUTHEAST,HAVING A RADIUS OF 25.00 FEET, HAVING A CHORD BEARING OF NORTH 53 DEGREES 33 MINUTES 57 SECONDS EAST,A DISTANCE OF 39.27 FEET TO A POINT OF TANGENCY IN THE SOUTH RIGHT OF WAY LINE OF SAID MILL ROAD ACCORDING TO SAID PLAT OF DEDICATION;THENCE SOUTH 81 DEGREES 26 MINUTES 03 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE OF MILL ROAD A DISTANCE OF 1,280.85 FEET;THENCE SOUTH 08 DEGREES 33 MINUTES 57 SECONDS WEST 11.79 FEET FOR A POINT OF CURVATURE;THENCE SOUTHERLY ALONG THE ARC OF A CURVE CONCAVE TO THE EAST,HAVING A RADIUS OF 625.00 FEET, HAVING A CHORD BEARING OF SOUTH 01 DEGREE 40 MINUTES 34 SECONDS EAST,A DISTANCE OF 223.44 FEET FOR A POINT OF REVERSE CURVATURE;THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST, HAVING A RADIUS OF 200.00 FEET,HAVING A,CHORD BEARING OF SOUTH 27 DEGREES 11 MINUTES 59 SECONDS WEST, A DISTANCE OF 273.09 FEET FOR A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY ALONG THE ARC OF A CURVE CONCAVE TO THE NORTHWEST,HAVING A RADIUS OF 900.00 FEET,HAVING A CHORD BEARING OF SOUTH 70 DEGREES 03 MINUTES 35 SECONDS WEST,A DISTANCE OF 117.57 FEET;THENCE SOUTH 73 DEGREES 49 MINUTES 28 SECONDS WEST 283.35 FEET; THENCE SOUTH 73 DEGREES 34 MINUTES 42 SECONDS WEST 163.31 FEET;THENCE SOUTH 73 DEGREES 25 MINUTES 24 SECONDS WEST 261.07 FEET;THENCE SOUTH 73 DEGREES 45 MINUTES 45 SECONDS WEST 275.95 FEET;THENCE NORTH 67 DEGREES 07 MINUTES 12 SECONDS WEST 72.89 FEET;THENCE NORTH 16 DEGREES 18 MINUTES 09 SECONDS WEST 208.03 FEET;THENCE NORTH 13 DEGREES 42 MINUTES 02 SECONDS WEST 127.89 FEET;THENCE NORTH 10 DEGREES 47 MINUTES 28 SECONDS WEST 199.20 FEET; THENCE NORTH 09 DEGREES 22 MINUTES 24 SECONDS EAST 151.55 FEET;THENCE NORTH 09 DEGREES 22 MINUTES 58 SECONDS EAST 81.40 FEET;THENCE NORTH 08 DEGREES 33 MINUTES 57 SECONDS WEST 168.98 FEET TO THE PLACE OF BEGINNING;SAID PARCEL OF LAND HEREIN DESCRIBED CONTAINS 21.555 ACRES,MORE OR LESS;IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY, ILLINOIS. PASQUINELLI HOMES LLC f 535 Plainfield Road Suite E Phone: (630)325-4500 y _ Willowbrook,IL 60527 Fax: (630)325-0935 Richard L. Murphy Land Acquisitions and Entitlements Manager March 30,2007 Mr.Travis Miller Community Development Director Yorkville-United City of Yorkville 800 Game Farm Road Yorkville,IL 60560 RE: Grande Reserve Neighborhood 4 Dear Mr.Miller: Pasquinelli Homes LLC is pleased to present this preliminary plan application for Grande Reserve,Neighborhood 4 which has been developed pursuant to the Development Agreement for"Grande Reserve"along with valuable input from you and your staff during the planning process. Enclosed is the following information in support of the application: 1. Summary of Planning Objectives 2. Requested variations from City ordinances are included in sheet 2 of the Planning Objectives document. 3. 12 copies of"Olde Towne"preliminary plan (24 x 36")as prepared by JEN Land,dated 3/28/07. 4. 8 copies of preliminary engineering plan (24"x 36")as prepared by P&D Consultants,dated 3/28/07. 5. 8 copies of preliminary landscape plan as prepared by Rolf Campbell and Associates,last revision dated 3/29/07. 6. 3 copies of the ALTA survey for the parcel as prepared by Midwest Technical consultants, dated 7/13/06. 7. Application Fee in the amount of$500.00 We would anticipate this neighborhood would develop and build out in a period of 3-4 years from time of final approvals,depending on market conditions. Please consider this application for discussion at the next available Plan Council Meeting. Please let me know if we need to provide your office with additional information. Sincerely,.. AeL444/1Z7 Richard L.Murphy Enclosures Cc: Jim Wallin Anthony J. Pasquinelli John Phillipchuck Planning Objectives Olde Towne- Grande Reserve Neighborhood 4 1. To develop Neighborhood 4 of the"Grande Reserve"Planned Development with a for- sale, two-story, garage product with individual entries and interior garage access. 2. To develop an attached single-family neighborhood with a more traditional streetscape system to service for-sale units (in lieu of the parking lot system to service apartments). The proposed development utilizes the village standard sized roadway(30 ft. B.B.), in conjunction with a sidewalk system and the addition of landscape features in order to provide for a more pedestrian friendly environment. A boulevard entry and two center islands help by creating focal points and traffic calming as you drive through the proposed development. 3. To take advantage of the adjacent park site and community bike path by maximizing views and providing pedestrian access from the proposed dwelling units. 4. To develop a private clubhouse and pool facility in order to further enhance the recreational opportunities for the future residents. 5. To meet and exceed the City's recently expressed desire to provide a greater amount of guest parking than currently required by code(2:1 ratio). The proposed plan includes • both on and off-street guest parking at a ratio of 2.47 spaces per unit. 6. To demonstrate compliance with the approved R-2 P.U.D. standards for setbacks, yards and building separations as outlined in"Exhibit E-1"of the Grande Reserve Annexation Agreement. • 7. To develop a plan that sites the proposed buildings for maximum east-west unit exposure to allow for the greatest amount of light in the units,while remaining as sensitive as possible to Mill Road and the perimeter open space. EN LAND DESIGN, INC. NNW . . Olde Towne - Grande Reserve Neighborhood 4 • Variations and Exceptions Subdivision Control Ordinance-United City of Yorkville Standard Required Proposed P.U.D. 1. Minimum horizontal centerline radius 150 Ft. 100 Ft.(one location) for local/minor streets for row houses and apartments 2. Right-of-way and pavement width for 66 Ft./30 Ft.B.B. 45 Ft./30 Ft.B.B. for local/minor streets for row houses (Private Road Easement) and apartments 3. 'Sidewalks Both sides of street One side of private road easement/bike path provided in adjacent park 4. Minimum tangent between reverse curves 100 Ft. 28 Ft.(at entry) • OEN LAND DESIGN, INC. • Legal Description / Z. uno C /_ 8 I\ • O w n V THAT PART OF THE SOUTH HALF OF SECTION 11 TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PNNDIPAL MERIDIAN,DESCRIBED AS : / �.( / ftp_ COMMENCING AT THE INTERSECTION OF THE CENTERLINE OF KENNEDY ROAD AND MILL ROAD ACCORDING TO THE PLAT OF DEDICATION THEREOF I 41 `-/ Li C L RECORDED MAY 31.2006,AS DOCUMENT NUMBER 2008000tfi199:THENCE SOUTH D DEGREES 8 MINUTES 03 SECONDS EAST ON AN ASSUMED ` Ix['�S G BEARING ALONG THE CENTERLINE OF SAID MILL ROAD ACCORDING TO SAID PLAT OF DEDICATION A DISTANCE OF 1.467.38 FEET:THENCE SOUTH. , 40 \ ` \ /'y� DEGREES 33 MINUTES 57 SECONDS WEST 75.00 FEET TO THE PLACE OF BEGINNING;THENCE NORTHEASTERLY ALONG THE ARC OF A CURVE /T f♦\ ���../// CONCAVE TO THE SOUTHEAST,HAVING A RADIUS OF 8.00 FEET,HAVING A CHORD BEARING OF NORTH 53 DEGREES 33 MINUTES 57 SECONDS EAST, 39 / �`.Cf j� J A DISTANCE OF 3927 FEET TO A POINT OF TANGENCY IN THE SOUTH RIGHT OF WAY UNE OF SAID MILL ROAD ACCORDING TO SAO PLAT OF I / V(,- DEDICATION:THENCE SOUTH 81 DEGREES 26 MINUTES 03 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY UNE OF MILL ROAD A DISTANCE OF 38 T 1I O 1280A5 FEET:THENCE SOUTH OB DEGREES 33 MINUTES 57 SECONDS WEST 11.79 FEET FOR A POINT OF CURVATURE:THENCE SOUTHERLY ALONG t I / / 37 'I 1 §-VJ_ o THE ARC OF A CURVE CONCAVE TO THE EAST.HAVING A RADRA OF 68.00 FEET HAVING A CHORDBEARING OF SOUTH.DEGREE 40 MINUTES 34 /� / () V G SECONDS E.T.A DISTANCE OF 223.44 FEET FOR A POINT OF REVERSE CURVATURE:THENCE SOUTREBTERLY ALONG THE ARC OF A CURVE I ___CCC 38 �L CONCAVE TO THE NORTHWEST,HAVING A RADIUS OF 200.00 FEET,HAVING A CHORD BEARING OF SOUTH 27 DEGREES 11 MINUTES 59 SECONDS WEST,A DISTANCE OF 27389 FEET FOR A POINT OF COMPOUND CURVATURE;THENCE SOUTHWESTERLY ALONG T R ARC OF A CURVE CONCAVE TO / \ QU O THE NORTHWEST,HAVING A RADIUS OF 900,00 FEET,HAVING CHORD BEARING OF SOUTH 70 DEGREES 03 MINUTES 8 SECONDS WEST,A DISTANCE OF 117.57 FEET:THENCE SOUTH 73 DEGREES 49 MINUTES 28 SECONDS WEST 263.35 FEET:THENCE SOUTH 73 DEGREES 34 MINUTES 42 SECONDS I 35 t RLI O WEST 163.31 FEET;THENCE SOUTH 73 DEGREES 25 MINUTES 24 SECONDS WEST 261.07 FEET;THENCE SOUTH 73 DEGREES 45 MINUTES 45 SECONDS \ a-CnI. , WEST 275.95 FEET:THENCE NORTH 67 DEGREES.MINUTES 12 SECONDS NEST 7289 FEET:THENCE NORTH 16 DEGREES 18 MINUTES 09 SECONDS WEST 20883 FEET:THENCE NORTH 13 DEGREES 42 MINUTES 02 SECONDS WEST 127.88 FEET;THENCE NORTH IO DEGREES 47 MINUTES 28 SECONDS 1 / I .(.<) W M WEST 19920 FEET:THENCE NORM W DEGREES 22 MINES 24 SECONDS EAST 151.55 FEET:THENCE NORTH 09 DEGREES 22 MINUTES 58 SECONDS Q(,.�N") EAST 81.40 FEET;THENCE NORTH 02 DEGREES 33 MARES 57 SECONDS WEST 1191.98 FEET TO THE PLACE OF BEGINNING;SAID PARCEL CF LAND 34 7 H.'6 HEREIN DESCRIBED CONTAINS 21.565 ACRES,MORE OR LESS:IN THE UNTIED CITY OF YORKNLLE,KENDILLL COUNTY.WNOIS. I I z a Z a N r BAUMA N PROPERTY -SU 1 J _ __ B-3 Zoning 3030 I M • 1 _ • onin I •Kendall County ' Z • (, R _ - _ _ United City ofYorkvilleLUTHERAN CHURCH , / W Z . ----__ -- _ PRE-SCHOOL / 1 Q - _ - __ _ I // I f t n R • _---c P-- ___ -_ _ _ NEIGHBORHOOD 2 J�' �" _� _ _ _- I GRANDE RESER E / - r r__ H I -2 1 ' i 1, i r r---Tgtq - --- . •....�� �� Unin ruled Al.,en � Com P.U.D. � =-- -_ `?lam - �G�ork.lo�e c --- r-� United City ofgYorkville • United City 9045 w �, rJ w lli ;9ozT I. I' / i �1 �� `°fP-lite-rr s-�..�-.�.., UNIT 20 / UNIT 1 q W 1 W j ' m 7 rJ m LI_I W ) .- 6JMy_R41N _ v O ' �-Z1-3 tr' n' i it ' ~ +I � 'y 1 _ __ \.... / 3028 Cg ----------------% i'/ ' k, ,p Aliplit --..- .-;.-- -_-_,_ 11---,api, ----.......s ----.__ ----......._ 9 ESF°� �- ---___ rkaill - 51,, \ - • --"�,4 __ � "�65 rte- w�+�/'� a -\ -` - W,��, ° Telip i • rI, r, 1Cid Ess I 11:11m r an m Park A• l ' ,�` � i , UNIT 19 _. 1 w w I < 1 m 1 United City of Yorkville 6A 1071WO:Plif•, .. �� �,', f�Na . ill1 I I . L.' 1 � � .. `-: ,.,., • m 3048 .,i �� 1, I ry i Hzo WO /�� h;, Detention =/' .-r m 1_, A rV/ (^Va •\ 18 1 90661, j 1 I ------; ICIP- Illit.f , 1 ilia ✓\• �. .' it.- ,2/./ _ i %:: i m „,IA C to '' / Q,1 A 1 I GRANDE. R I--• _--' ---1 I EBE ZS "J , �• 1 ( + '' i: . , iciku.1 m' 1 \ D m 1 m L--J c-v o;- ` I / 1. • I m 1 m �![ �'! _- • - 1 / ..I/ • ( ,12 1 �r at r`5• _ 1 Q 1 1 T C 7 ` ' tifilt r• ` ''nom♦ .1' 1' r•` / "i• / 1 Nei LJ�'�'• i., `' '- t. -4�,�a'6 D.. = . C. • • `- site Data 9844 . •+T T `�. F ;� r Yl _. �, - _."S;i.S Acres Percent U / ^A{ l t �%' Total Site Area 2155 10000 1 / EBE 24 �' / ' TI.1 ESE 27 1p 0 C1 .).,- .. • V _77 i ( ,_ �'E♦ I - w 1F6sATM Private Road Easement 3.14 14.57 „�, \ �._,_. n' ed Cit CfLYQfkvAFs-_i -- _ I- P6Yemememer aoz 18.65 w\ / '`� 1 �'` y, I LSI.PRP/Drive2.7,psrki. D Cit of r ...4. bay' Building Cover 5.49 25.48 �O�4 sod walls) 111:4.4, _ -//' V ti ESE 28 `, - �. ......../..--' Open Space 8.90 41.30 G (n I` I\ ,^...r.•,... � _/ .,./ t_. - �, 30,{7•' / IO v Lc, \ �y�:7. f'`-'^ 3087 UNIT 15 �'• -b.t. Unifed P-•4 or B�orlLvilk / / I / / Total Number of Units =276DU.(23 Bldgs(?12 D.U./Bldg.) Nei 0 0 O \ P.O.B. i'1,0a7\ III, ur. ' Z�7 ^.-•T` =_�! - ♦Tsa'T - / ♦ /�/%� O ' ' NU Site Density =1281 D.U./Ac. •.�~. J p // m/ _' &7 S m``` • s�s ' C / Pa • tDg P OT,aed y , n L r ,- , / Garage =276 IS In \ ma mmm U `1 _ N' �: EDj5oN I / i/ Dc vewee =276 'C O O` et / tv / `11 ,' / IM sl=eet Gucst = 62 Cr. a ; ,,/� FB l , `T -. __ SH -*,F•f� / Rem-cation Cerner 28 ry2 p \ \ S- \ `U - NierYGT'e'-1Ji I- I� / Sub-Total =642(2.33:1 ratty) (d ,..9., v SPF ) COMPANY `__ /i /- 0o-Street capability = 41 Q. IA 3 Location Map ._.:_.._- _.._..� ..\ C ' COAD - R Total =683(2.47.1 ) DO / Sn ratio) • -2 P.U. s',;�_ ..-••."---- • / -/ Design Standards(per Annexation Agreement): 4i et,-.,- ,/' ,SRN . -/ Zoning Yards; /' W.1 / NO-- _ United City of Yorkville Side(coma) =20FI. -,G"'♦ •`L< �1''\�J� I Perimeter =30 FL/50Ft.to Mill Road 44% 1 ;is _ •- ' - G'F° '/ GRANDE RESERVE UNIT 9 Bw to v Ny ,, : a / B RLiN -r I � : -4,S .5gta=• viii•. �V / U / ' Building Height =3.5 Stories.35 Ft.(1) H�S4 a♦ii� .iNN ,:WIy-,W ? ' I Side to Rear =35 Ft. OS SSide to Side =20 Ft. O \S_� =''R'y `; r / _ 3018 --- Rear to Rear =60 Ft.(2) • W gri 2.71 0 VRan.,.c ^_ -- Ti / -_- --_ Front to Side =35 FL • 7 =�01%r�`aa0- i ---_-_ _-_-_-_-_--_ RFront to Front 4 50 Ft.el. earm Flom SO Ft.(3) Y Ma Mit fi ..w..itt. F.1 -_ /� / Garage to Garage =60 Ft. /��.� / Notes:1111• � /pro. s ' O CN°I _ • F';1^ - - r1.naD a�be Dyad. g cs�`� _._,,ii. / / , r 1 2.f 5050feet be allowed a me closest point between the tonsures as bug a6 the O I y n arranged any way other than a parallel arrangement,a separation N M 1 Sub'eet � � / / LOT 3022 - '1 \ Cil -. �_-'6 r--__ averageseparationbetweenthestructureR s60feetormoe. o a• 1►� �� C� \ \ C!7 1 [rc] -' _7 I 7(? 3.Hthe aDUCReeB ale arranged m any way other than a parallel arrmNgement,a 6epmatiou o SI i! ._ ,� / `\ IT 1 00 W t ,' ! eP nr4o Wax shall be sunwea at the xn6e6 pram betwean tha S mxme6 os lwg a6 we -5 c N `C�. / L�► r A V 11 r 11\ W i ,...4.7 f i40 , rv�e tido betw«n ,wehm6 is so fax o mora. - 1 S f, / W` ---_- co \ 1 O ; L W J i W ' ,,W , Irirr-, ,'�_.` 4.Existing and Proposed Zoning of the Subject Site is Rd PUD i,,,N"- 111 �i�' ,a „1 ,...Ix.xx6.x.n..u,,;�n ------ � ( 'EBF, 29f ; L----" M `' / i W N' W % ' > 5.Neighborhood approved for 300multi-familywile per the Grande Reserve -__--�;.�0I 111611 3024 ` l- `_-' W I /I ti Annexation Agreement. It Q Ini� \`� __ /�'41\ I �_-___.i / W ''/' // 6.See Engineering plans for existing and proposed utilities.grading and at.mweter ` �c`'�\ ` •NDE RESERVE UNIT I ;' ' rr5 management information. .2 I u ' GRANDE--a' ERVE IT X1,1 `�4' . ., �-N c-� `--L ' .4p0 c \ c 116. • 03srtRAO LYD113 7 tma osacnrRON 1 .F� 1 LEGEND -?OPOi,RAPHiC INFORMATION SHOWN TAKEN FROM DATA a THAT PART OF THE SOUTHEAST,1/4 OF SECTION75,AND THAT PART OF THE __ PREPARED BY COWHEY GUDMUNDSON LEDER, LTD. DATED 10/37/2005 T SOUTHWEST 1/4 Cr SECTION 7, TOWNS„1'-ttP 37 NORTH,RANGE 7 EAST OF THE r o rim 1 r� -*e•>`u ywrun snm rn,.,vsryE.,uo sa -o.,s..y-+. SEVER rn,rwv�c DO SEM .. - 7 THIRD:PRINCIPAL MERIDIAN IN KENDALL TONNSHIP. KENDALL COUNTY, ILLINOIS. cA-n -,�,�_ ALL SANITARY SEWERS SHALL BE 8"AT 0.40%MIN. SLOPE, SEWER, , nao..,n °'C CROW ,�. i00""` --°y-- 1.maeMnr 'srff ®`�fe"�' HAVE A MINIMUM OF 8 FOOT DEPTH i aorw 1 �a amr wo c sae a w en ra ac szr SVI -•-10"....- s ar DEM v»u.war am na s=a�0 � __ _ =r-rox�- STORE DEAD NM CODE DEM -WA RMAIN I P A WWA C-1 sm..w WOE um wur -s-s'r- ns x mwr assns.NMI Avu.rrrY w ac TE SHALL BE D.. .. 51.CL. 52 ............................................., --u-- .:row osax rw F.er -e-er-- earoaran NEW AND VAULT ': 1 MO1E - -. r wu a roe .. .w ms ----t Puwm WC Cama and a.■rweur/WED r-rvm-a srca COW.m Fats -STORM SEWER SIZES TO BE DETERMINED BY THE RATIONAL 7 -PRELIMINARY ENGINEERING PLAN NOT TO BERECORDED oMw•DMA MI R IEE' +-r07D-d COMMS.W..gcnw/Fui'n / g1g1 F.cc se...a "-: „ 9 ,.:E was o IDE.Trac 03.30 UMW 1 Elm gcm. E METHOD AT FINAL ENGINEERING SUBJECT TO CHANGE UPON FINAL ENGINEERING SUBJECT E8. tas.*a.c..) ,s MOW.WOVE m.Faa MAW '� r-�-'WSW WM -STREET SIGNS SHALL BE PROVIDED AT EACH INTERSECTION V�... 7QN AND E OF ON SHOWN ON PLAN ARE... r-vr.n..ars 0°4OCs mem -�� Qr4YefTi.4C II.W I -BOUNDARY DIMENSIONS HEREON TAKEN FROM SURVEY PREPARED BY f TO APPROVAL OF THE VILLAGE ENGINEER.: w.aKn. 11.RIMEIwirace d . q-aw \ * tuomwr.now MM. T MIDWEST TECHNICAL CONSULTANTS,INC. DATED 1/75/2007 • �"*'M6 'ICSTORMSANITARY SEWER LOADING DATA- ▪ -acwar WOW Arw -ALL SEWER WILL BE REINFORCED CONCRETE PIPE, ASTM C-76 @ TYPICAL PAVEMENTSECTION t -ALL REQUIRED EASEMENTS TO BE SHOWN ON FINAL PLAT 276 CONDOMINIUM UNITS-276 UNITS 0 3.0 PE/UNIT..=628 PE, -ALL EXISTING FIELD TILE ON PROPERTY TO BE LOCATED AND PROVISIONS CLUBHOUSE-2 EMPLOYEES/50 TRANSIENTS/DAY=2050 GDP 20.5 PE MADE FOR REROUT7NC WITHtN DRAINAGE EASEMENTS ! TOTAL PE=848.5 .c-o'(roJ -STREET LIGHTING AND PROPERTY MONUMENTS SILL BE PROVIDED IN EAST CONNECTION=432 PE, 172,800 GPE OR 0.26 cfs \ u-v ,.'-r I rv-r a-a- .t- -.:,1 ACCORDANCE WITH THE YORK VILLE SUBDIVISION ORDINANCE. e. WEST CONNECTION-4155 PE. 166,600 GPE OR 0.26 cfs / -EA+as x,d.' I I Er ( - -- f -PRELIMINARY ENGINEERING BASED ON LAND PLAN 13 • i .µwn'An.Y n,.y 1,10... BY JEN LAND DESIGN, INC. DATED SHOWN 007 • iia Int DEE I ski VI= I I aw - -STORMWATER MANAGEMENT REPORT PREPARED 8Y COWHEY WDMUNOSON LEDER, LTJ. -''1 Q NOTE: ADD 600 TO ALL ELEVATIONS FOR U.S.G.S DATUM 620 DATED 9/9/2005, REVISED 3/15/2006 c 1 li MESE n nar : w".....,._ EXITS 36"STORM DRAIN �tx 214' &4ic erraws.ls cvwinE S..COMM 0.-1.3. ,.rsm CONNECT TO T, Y ...-^--... '= Gt ^ --...,_ EXIST 27'STORM E=% 1111. T} e..Mrws em..c tFa.r can na aL/m m ,! "-+..._.,, .. EXISTING 24"FMRD INTERCEPTOR o'a - - $1 110.0000T 0.0.0 MDR DOWDY l m_ ten .ma u., MUM Tvs a tausr®�7 ro"R'-F:Damn...mesa ` ----...........c.-•�-.�_� � y�"""'`"^"-"..=-.-.„........., -."..= z-y:"v. _'141 ,= EXIST 16"WATERMAIN 5 EXIST GAS LINE / / \\ / ------------------33......._ "'FF ao-w-s,wcrw anao. ___ �V= 1` { -9---...i?.>t.. --- £: $V ACCESS DRIVEWAY PAYEMETIT SECTION ---'� - - R_ `t E ,,.Q �..�r F - EXIST$AN.MN. _ fN,� r7^T"`-r.1".- - '. '__ °"'°,^--1 INV. 1 ._ '�'� :;',. r L t I -t-®__ .. _- __ .� Uninc. CCNNECTiON 001• .. ' t tt - aw _ R •�-ai6,;,$p.,, _„' na""*' d Kenc+oll 16'X 8"PRESSURE TAP'Q8" ___. .. Y' 111:.: (3Ley- ____�'"`_'--`- �.;KLIL �lr-,,... Countyj Led / 0. .3J 1:( i' ¢_ S4°°- ��D YFan --P.- `_"�.'.-__... -' - ft 1 /_ - - to, ,�,��-``�� rN I' 7-'7'1, � • -3kE a, s....d.. _�� ----------------------------- �' '�; 3' _ 'u"m`%a4$- ,�.' , ,- x w __ 1111 so. W I it I I..I 1, i u»oo as , rt, T ':. -,-�_,,. '._ ,,.. :...v, T.�p _ -_F- 4f__� `____.-6.._,„."`"'°`_`� • ....... - .-I.--A:__ E'dJ:$DE, p'M it J� ,. I et 9 � h y `- '�+..._ --......__-:,,T,--,----_ �. / _ > .....,... tIt- -�,&_-'+-- ;z s _ «+ rs.Max 4, ��..*�' r� -ri ..... 4 1a_ / r __ �1 y -+ I '� 1 y I rs....x r _ '1`'11,--7::`... ✓ EL .,..- i 1 '- EXIS`1' - 1' -.`:ax '; � :r - 6 t _ - m r R .. `--- -....� _ ?i. 6 ` ,-:.-,--+� .a^,..-_1111 , �i- _ _ rr.sax 7 :i [� �: m-.uw ��. �'�...,_` .-„„ rr.aro • -a • �... ONNECT .. 1 ....,' Saco 4',, ._ - I .� .. .. _ 1 , � V - �.... -. _ ''"� � � � �� �.' f. EXISTING DETENTION FACILITY NO. 105 �~ T-. EXISTING QETNACN FACILITY Na 8N • P ark �I rs2aac,a `1� uTss / I100 YR 650 0 /DO YR. HIM.647.0 ..- ,`I` _ ' I I �_ o ' � i nom. ti • S y'" _ax saan STORAGE VOLUME= 1996 AC-FT 1 A I STORAGE VOLUME PROVIDED= 17.37 AC-FT r .. - ', - `, "......or,. 'I sssa /• II I'. I, ys ` . '/ •IFip7 , .r l ��t,/ EMIR , ,1- .., I, {} .,• tJiRAIJrlCf DATA BASIN Na 6M /`� rs., .j A I « (�,.,} I . .JI --'" PRELIMINARY CDWRiEY REPORT A ' g �' ''. ... 20 nET 1111 , . # , SITE AREA 1017 A'. 70.41 A6 4,...„‘ , ...4 ' Vi 18 r .13'.....-`' - .. ,- IMPERVIOUS 6.13 AC 5,54 AC. i' - + f ! 5 PR''' - �,n %.r,,,,. PERVIOUS 4:04 AC 4.57 AC s.,� l '" s i �r xx /7,. , i.':r r w r Sanf,_,.,.-"" �I Ea• !_ i _ `` SO - s well, RLs 'i,.. -112.-;;;;;""----....,- T 8 5 \#v s.. / ' ll ' TOWNHOMES ,,,_, :-uo !, a..-.. . m S 4P ,L.2%, `�,-,. I ` r ! - NEIGHBORHOOD 5 I ' illk - - sb T_ ( i at �"'W -`. r lz -I,-`'� ..-'"`" GRANDE RESERVE �,/1 yy i3 �. r nx a - w II r �.r 8` - rs sr..o o TILL /- DRAINAGE DATA BASH M2 D$ 6 1 ,". -• LT: 4 - ,..us�)_ '- -- £LD / '>;RFI IMINARY COWHEY REPORT ,s"'f.. n ✓ .: ✓. �. r.Tn.�' EX�TN ,s___......--`"-- ,.., ;,r^'' AREA 70.55 RC. 11.14 AC. 2 5 6 j1 .�..,..- SITE t - ,,.. ..ill 1 \ 't1E..50 Sv5 - -.- 11 „aa �,,.. 'TO PERVIOUS 4.29 AC 584 AC,,/"' F n N 15'( < , / - .�....�/ }., r sb>Ba r s -,;.r+"'. `. L,.®,,,,✓ PALM --- r,,.-,,,"' / - .-.:. er 1x` r�4 a 1' -"`�p -- ,, 1 �,Yl. '"' t 10 a1l<£ o, ------ --.--`1, " 40 0 r.F. w = •� r ."^ ) f I/`$IS .N o �~ (PARK - / - j`^...-.�'` -"'�/ o 1111.. £5,f1E4 plN'U J o g !''...•- .. r-T 5 G ��,.- ,.... 1111._ I / _ i N DN,;•-•ENG''' � _,,,pN'K ''�y 5 TEJECT �a I AR MC ranacmu..m �` 13 !-.: • .. _. .: 111^"1 DDE PEo 2, 5 PLA '„",°'" r""'� ( s, / ��5" . R. POn.iKwamsM..ax.a 'wl lc a na ::::_ ...-{'- .�-" f AS!H 8 H LO 5 M^ x Mem,Roo. - - .. .. ,,.....-E--- ,yA _ !! gUEI, 8/2 „w-^"! ',1111..- 5 ir UN SEIME te 1111‘ LOGIC war..Act cm.) SEE F.Ne FOR LOW. • �,1,!"'•LW 09.131311 KM �" - ••- • ... "..;EXISTING OFTFNTION FACE ITV NO. RS y."f .r^"'`~ �10� r SAN 100 YR. HWL 650.0 1 ,..--"'�ARA/tAQE DATA DASH M0.8C `,,,r^'"' '/"�p 04,'F •� Walir aE1✓• �!'-' PRELIMINARY COWt1EY REPORT .- .'t:�2 "4.....r7. /E I STORAGE VOLUME PROVIDED=5.76 AC-FT' I '•• SITE AREA 0.55 AC. 1.32 AC. "' ,,..------ _ .. - IMPERVIOUS 0.10 AC. 0.61 AC. ~ .-.y'! PERVIOUS 0.45 AC. 0.61 AC. ""'✓� •-!r.. j ........ 1 VILLAGE Or R YORKWUE SEWER & WATER SERVICE DETAL l.,,..- 1 __1111_ ................. LOCATION MAS .;idtrl 1!Ik Revisions Job No.60023862 _1111_ __1111_ Pasquinelli Homes - OLDE TOWNE - par) Cansidtali PLANNING 11 II' Scale '•=T°°' F NEIGHBORHOOD N0. 4 1420 Kensington Road 0601 100 I 5..5 Plainfield Road, Suite E LANDSCAPE�,�, 1 I Doe 3/28/07 I Willowbrook, Illinois 60527 PRELIMINARY ENGINEERING PLAN f"- 0 Brook,s.6062$ 62o-ago-spas *, E TRANgponincw _ .............,, (630) 325-4540 t 1 Yorkville, Illinois xa'.i=a:.xaH t5av F.i..::ir.,ercb "w's'�'��` ,.,.. v..e'...'•.,.m.rc.."...mm...::• vTiS'Nai'x1Aa. `.,,`..v3.i'Saa'.kWiv.`:.... 33t�`w£eiAaP'Rk, w..,,:.,:,.w.a...::..w.w�a n.:e.». "d3A1,,rnrari..w».Kn.e . x�. .,e,. .. .a+ j .. ....... ----............iiii .., PRELIMINARY LANDSCAPE PLANS 0ii b;'F r i~Li�•.ice!' Poe Y aI k –1 ° °l►�! . ..„toy, ss Neighborhood 4 ! 4.° Cof ®7° f��m���� ren rio ��a� a "Olde Towne" J '�,�or. +.m�,�,�, a a,� ,(.WP,�odr�,. GRANDE �4X y � "^r .04:.. .47';.,h,-,..40,,,,,,, f +�.g �. o - 4l4d • °'�A .„.2,4, RESERVE 3 .1 + �. I i . '� Shee L (+' ✓" ::a ° �" r,;J�,a+.4J ssr"� s ass. ®� di, s� o, , ` YORKVILLE,ILLINOIS R �..' j +�!� . e 1l ®L 3 ri,,f s'd u ' �.�., FLANS 11/PARES POR rza, f� �°► ri� Y ® ''0,:.,,,,„t>/ ``.�� J ifs . 1 PasquinelllHomes r •!' y, r ® 0. ie .. • 535 PLAINFIELD ROAD,SUITE E .n -4I ii ` ... .� ° rs .:,,,,,..„,..„1,'Os -(-... '�s WILLOWBROOK,ILLINOIS 60527 0: ar ' f4 ° ,.� �s , ftj ( t �r . i ' ��I /� 1� Ye Unit 1(� PHONe:(63olJxsssn V. 0 .; ® t' Iv '# ` sd 0,.,..i' 7,1 ^itt ',$!','. (0.44',,1 4,* •-*:".:‘:::: -.r ®,- n' w. .% YJ :' �, Y fLANS IRSPARIa 1St 'S4Var'!_• .y a .,„T Art t C r a�"�.w' '.. 1j F.S"' �� i • .ex it.nwY: t • .� r _ Y �� ®; Q Rolf C.Campbell&Associates,Inc. F„ a ';;, �?,� , : � `4 101 Waukegan Rd.-Suite 1000 n ,o i i® r �` y w '`\ ) I�Pt,P.Ilt1C)Tl. Bae i i ; ,➢ (y'b + .P.- y Lake Bluff,Illinois 60044 , :", ct =e• n V sal%`r fit ��� �. \ ;tq .� MONK:010)73,1000 FAX:Mt)nsioio a �o , ¢� a .I �.. :� ®i�, ; ,�,. �'� `NOINIER/N4 RASE PROVIDED 11 4' 1 m',,I ,\a 058 a �9 .. • a..mow' C • ...r, .WV �� I13, ..." Y► ®iI w'si1"" 3 f ! ® r' ', Cowhey Cudmundson Leder,Ltd t. t ..�� W.a� t.,‘\\,, ` .i •w� " y' .+r oti 300 Park Boulevard < 2' 41' .f _ ,® 0 �. V' .".« •' liaeca,Illinois 60143 ,"',q $ �Rw✓ fir ' ;t �`° � .�� t 1 PHONE(630)2JOA391 „M 1 .433 .I - } .....„,.44). ° 1 =.r R s .4a � ils Neighborhood A •OMTom" rtr . , S k ' m s 1/" a � 4r ? ? VMs° £ a r ° 28 , PP", " /5 $ , r ,.,'. xp�a=j!€"^ ''w"~r •...•:•,,. �_.�,.�� '`.,W.. ✓"`I->N~%,.bw" " "`"-�«.,-.W.."�'...at8P °IYr&.MAI.wwxr,eRW•n.I`4LMItiMwRVwIMpwMla•O+N-.rr•4,M.rYw1 . TSPw`�dr$"e$aXm�1}iJn.13et1Ury".Sk,l"'xP4wMl.:eJ.`$n`lauUfff1x4mepul��:..'L}W"S.. li - �,•n'ef raYPr.a,�e.Y Yl,w_tY tt..�...ortC+W'.'F.MMw.5w°aWnFf a3*«J+wftT.'faW+W.M., ..... ...�F.s,._ ..�. •/ lr ilr,Nr`•r`e,�l[^ a-Zf, • a j ,:n t1 <,, V✓"7 , 1 °M1 } �. � y "^ ''t.`.✓�' 1#1tlMN ...}! sBFaa .Nru :. ® ` ` 4,x " ✓' '' .. —•- ,,,,,,,.......--"-m "✓" --m'LanoecePa Ce1cWe0ors . 2 ` (.a2* x,1.•r= _ exlr i ®;oma.,ea ,�� 4,w rt_ 0 --- 3A,,.-4‘,..1.-:.,..,✓/, ' `. Sn ... wsww.mn.w« arorwwmawn.m.irxNw.wWww •.s `y+ i xy 5, . siwrk R „7.--- ...,,,,.........=1,"..1....,..........,..— .Ga.Mw6bNtemitt , 5` ' N • SA 't@ffi M.l ksuuV mw "?—LOLLTiH A71�"3 «+...''' « ""`"* k45- fREVISIONS S H E E T „ NEW.... !R 39L, .Ki. ,,.SE',.,... . i,,,,, i°P:C. , ^" rnWk..*OVMIa.aWnrV N 4 1 wywu ''1TM"i,-.. a. '2°�rmcsa C �! vY ilio � 4Y .( p YyA tp f.E uu � � 4V.....4,'',,,'* kwwa„u,, V .e` .''' CMI S W n..l» M+ Ives .e F..ww a...+,n+I•Nw•Pr wL.waNrnrswr.E *s•rr + kr S 4 -. ,; r+'+r+nLwV�w�w,w1lPENIre 1% b. t r° 6.1'" - ..w -_ �"m+wa�7 '1ia8',4'•.3- '°t`1 r 41 ORIGINAL DATE: JOB Si f n�wy.nwlvr.YLmr,=.4oM"wo sm..it... Y i ?94 bL 1 4T d}Y1. ,.. `Lfld'40, l9£.7 R ir• dA", lWRrX.t 'lir “"71".""” wwr i,..,-. i )i .N.W^lM iYT$M d'(r' qy�. dw a'f.iwtN.r(Yf I4.rf,4 tt#, # F WsRW w f+w 5w" ,.xwwp• !� OHarrl8eW:7'RBO a "•y` s -, eP.iI i i4 MARCH 26,2007 307003 N4 :.... x.>.:-.,,.-rwxssa .;. ., x ".uM: �ua��aaa;�• e...- �. _ - mw� >tluartwac•..x ,wa<� ,_ _.�«,....., _.«<,,, aw. 2o--..� _., r.. _ .. _ ,.<. r<A PRELIMINARY LANDSCAPE PLANS FOR I ISM Neighborhood 4 -1----1 SON """ for nee "Olde Towne" k _�.- t 1� Ty — �` aft 04o OOlslr sr. ' NM. ..... ftm GRANDE f. p0100 ,• t Rw� �9 , „- 1 rogriiivotir o -.. �� ..•wlv �• omit RESERVE ' .a r'x • 1s °r► �M►'�4 .,nrlt.,R,'. � ML _ 1� I ;it- .4">:1“,) oo r 4* c ice. 01%•,,,..4107r •`�yr � I�,wiee r . YOItICVILLE,ILLINOIS JJ L - t 4k® � �/ 4'.�iikr)417° 41101'.704Z-41.1.0 �, ?RAMS PREPARED PPR( a 3 41 ii a`��► 1„. "•i tp0 .��;• j�. t > ,_l0.o } o., !:o•,. o '� 't�j;oi . ., �7� Pnsqulnelll Homes L_?, , I p } i tf0 • , .'JO c� 535 PLAINPIELD ROAD,SUITE E} f ip t ,•� -}„.„yA� �/ p.pWILLOWBROOk:,ILLINOIS 60527 4,,,,,. , ' :s.7,44. e} t £ oe 'p.•.• 00 .� PHONE)(6]0)725-5575 �� ;��. abi)£ 0” e J ANS PREPARED!Y, F. .jr Ip i"`s4v x+45,.•1 a°. • o O O i � t�) !� G. L} '„ .,,� „ QRolf C.Campbell&Associates,Ina. 2_ y}�} }, ,� p�/ s . 4. 1 o •° 101 Waukegan Rd.-Suite 1000 z 4 £ ,. y i O I!�'- -.� • J a 1prr F Lake Bluff,Illinois 60044 i �/ � .' ,' �t I. d"`' _ : f. ., _ p m MONK:tu,nsluln r,uc:wnn,1010 t 3P �, _ a R: I YY'� a MT 410 } p iNQIN88RIN0 EASE IlOYI88P NMI 1 r .I ,e.o4116 .„-4_ -`�' - ,,, p ,�, E „ Cowboy Gudmundson Leder,Ltd. � r MMA v0 ` i(,t: ;� x...„w ° ft� — -»e . 300 Park Boulevard �(# ,- \ �' tii40 1 ,• -_� _ '` �gIlasce,Illifwis 6014311 �9„q t .' , .,,. — c f PHONB:(630)230A593gg� '.}1(y�• 1.—.....,” ! i . ,...,„7 . , >ir nnr �` a I • `"'” —...4” .,.may j�'�.. 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GRANDE t, /' �r.00•0.Atli: ` 41:14417411/k.--7:.;.-40.„,„,„,.,.:„.,,,,,,„,....0„000.0_,„;,,,,..pir J ' alik 1 ° ` ` � llr ,� •' i� RESERVE O l0 O,, 1O 0 ✓ �,�� ah , ��;;-^� 0tiliiAlri-41° f,tkii iz: too* 7 �',t ab! YORKVILLE ILLINOIS ft IrA ,,,:: }i •. �'" Aril(11< >a Ei �. ,. -. AN1 ff BPAl80 PON, �, t�.r �• L yG IL 0 Ai Pasquine 10 r + ..LO.O?.•� i= :..i.. O p '.,._ >♦r O f z r� �....,,,,. s g 515 PLAINFIELDIROAD,SUITE E t + I v p .. p. ,-^„. ))<`t. ,...... '' lir!! .,,� �'., ail G..: WILLOWBROOK,ILLINOIS 60527 : •;� .....•:.•.` }}_0 ,',OO /'I O ' `+,. p PHONE:(670)725-5575 f.. o 3 O ditifr� O /T� O 01 F ' ,° ` Amt / ” PLANS PREP4RBD•Et Alio `,:.e', ':. fillO 4-4,...,Y,„1/1 i'" Rolf C.Cam bell&Aaoclatea,lna or 00 • i 1;�. L ,^ 101 Waukegan Rd.-Suite 1000 !, ' .-- • O> •.t0O t II)�h O' Lake Bluff,Illinois 60044 .,.I o: PROF:Mpn,1000 MX:(40,71.410111 e! i 3`� / p_0 :• 1.. ( 100 -' < p ...r p # 2 . ;: O < ......,,1 i GPi &A ,'100.! • \.y •, .T14 IIIl,. r..:'j O - ! �':'W- ,w.., {NOINBE.RINC EASE.PROVIDED Er, • $ ' 3 Cow td. pi 1-40 i. , 1 :, fo_ 0 hey Gudmundaon Leder L li pl.: Or+ 0 ' 1 • y .. .. �:... +f... '„ - dEYWrbWP Ie Boulevard • Itasca,Illinois ►. �� :r l . tj { •' ° — -11 PHONE:(630) :.„ ........7 ii; . ` _ >. ) � 7:41, p P �j � , , <"�' ® lN0m.r•w.. s^ .. noe` aga ' O �r tx .: 'ir AP Ili Tarr it09. a ,✓ AP,, 0 • </p :,:, - / ,,,,/ -,..4,1% \\,,,,,= 0,,,,i.„. .. . ..„. �. o',:• f' op, # o 11 4$11.1 41PP O3 ..„,t---• O i, ' �. ,,,�' f �,.,;:::.- .:::;-:z,.,,; '* 41 ' '4P1 . ."fp C 'ell...k 41‘r ''k '`, 'Art, ; ;3 '0 ;e0 .` , REVISIONS SHEET O 0 ,,,,,.. , u6nc2147 1*--k',..', yi ' ',.' \ 40 , , „p. . . , a 1n1 0 o p0 . t •Fil . �p f� ■ ..O l7 • A Or l, .a i 0,..,„,,, , • ,�• _ k i ireitis Ark ‘ -,::. 1.,'..•. µ `Vi P .._ l Or w. sr ORIGINAL DATE: JOB a t MARCH 26,2007 209003-N4 $ ' ra..r. <<-.:ll: e.:.b..Ne<:✓_. '.:: .... ,,.. - s ae. .,...u" ., < <.C:.....". _.s,Jm: .�d iva,l. _srzfu.e ::�s.s w rw5 ,..,,..aas.<n.,. ,.,ea..ro.e a.., �.W.r....,....,ttwrtaM6'::d'tiiS n`�Ok,.x>w.,.:ewv e.,.<r ram..,..uw.«..e.w.e�aFwr...x...0 b.,s..'.awY.b1X"�' >:.a'Y. AdW'. "'"^�`"N:oi?�e'..• aw ':�. .+.<'<. ......,. . ... rasa.. i; PRELIMINARY LANDSCAPE -..__. PLANS 1 —P"A N NeighborhoodO4 0. o �_ I4t 410000.„4„,,,,, ,•�.— o 4 "Olde Towne" 41 • • . ,p��,Q 0,�0,v.ds. o d� ~ �►� ; I GRANDE 0„, a 3 tiro° ilirisl *flat' +► 1 i r, RESERVE k'.. 6 / 1. f °° '� , _..0 000 �0Api � f>LrIr•at -y1O •.•.o �'r� t� ,-�► a YORKVILLE ILLINOIS I9 ld; C. �00:10,, trop :. Lim . °, ,12 3s { { n� O°I 1 f�O a/ ° ' F.e( Wtie ake "AIL 01110 ILANP IMAIBD PON: O oyGt . j { o£• •?° j/oo O ••O.•,• o .. N Pasqulne11iHomes O s A L -- �_� 535 PLAINFIELD ROAD SUITE E . I •._.� /�.., go. '••' 40 PHONE:( 1 3-5575 60527 rWILLOWBROOK,ILLINOISh ' 'Qi �S AF .,, 1 ,y t,...\, ANS PI8r41Bs 1Y.• a.l s_ �• ; .„ £ ' A 1t ' Rolt C.Campbell&Associates,inc. - ' _ { i i { 101 Weuke Rd.-Suite 1000 44, • , .; I �. .,_ •.'. ...1 $ Lake Bluff,,Illinois 60044 1" I°° f a�+•- ; IxoNe:IwAaasimo IAx:lw)IniiDls i ,i 9 aoDa'�l,_ OI _ EiiipBNGINBBAING 1J8 PROYI BP Yd o Cowhe Gudmundson Leder,Ltd. • € i :J { Iv 300 Park Boulevard o , ° { y'o �i j"'"i ( Itasca,Illinois 60143 ' 7/ 3 { ('O� ,.F ; { ' •-^ y _ PHONE:(670)730A595 O��O� •' i , ; ,...,�II , O 4° i ..c•, 0 fjt • ..,,. i{ "1 ,g*,42,,' I t ) § 1,,; 40:21,.. 1 ori, fe. fa. , O 1 s. ••O:S O 0 4 ' � °° Off• f � I ,. r t y \f. �✓ 10 yam^' a �� !! 1° t0 .• / ,litio,'0°orb ii, ..,..,...;---,,,,, 4110- 'L ilf .44, 0 1 i 0 OSA °AO°-Iiiith IliSt' ._`0`• 0,`',Atilt tili , 111 „ -.. -•::,,I ::,,,, sii,, .4.fit,-#0.0.,.....:1,6.• ,,,,,, ,,,, olii / x ;:cilik 0- i<40 iikol,641. tl,,, ° r ,,1 L a E V 1 9 1 0 N 9 8 11 D 0 T y�v: ``”.,.,...,... Y .. r/git "~ WV' ° / .^ I�RxTY:si sllcA .r / b 3.N \Y/./1l i%+ �' I' P=o ' I - N 4-4 Iz -- I °o � r . Rj ik. "y.�„ ® { '� ' °°., ., ` ORIGINAL DATE: 1 0 B N: *illi ,ipO i \\ ' / G i •'` POl ar.Rr, MARCH 26,2007 307003-N4 ,' r'Ac _ y �o '•'o::�Oo a ; �o p jp PRELIM/NARY LANDSCAPE EI R o J PLANS I►�� !� M ' O t FOR s ; #1111 °° ► - ����r.® ;�� Neighborhood 4 v �.." i�it °'o • .;• 0 .IV I '.�� "Olde Towne" GRANDEjar :` ��' { � ,'., fit'y�� � E F"t411�� RESER {.,. s '• •O O � #� °0011��� �5 f j�: _,ra, -"gyp..;" � -i.f.,. � ...". "'".,.M � .;' LI") O ...,,_. �",Q i{ 3 { II -.��� it; • .�.-., �,�" rr M,:.,�:,' 1 L. YORKVILLE,ILLINOIS �{ t , lies House a-1 ' tr Aqp € tp # � p { p .� A. ANA PREPARED PER, f j: !! 21.0.70. 11,‘;d,l {1{ t^u1... ' �O♦ p. L ,o t f Oi'� I c_ op • # 5 `o� Ire Pa ulnelll Homes `' s : 535 PLAINBFnE ROAD,SUITE fl C"W? - o WILLOWBROOK,ILLINOIS PHONE:(630)325-5575 60527 F � i.+f .y....„.,..."g y 7gy]y��f {,,. £ r"� �. O •1 'LANs PREPARED EV, S Sat}I"" L 3{t • ��� p YS! p�, O t i• � ���� 101 Waukegan SuIle81000 h • c O, s Inc 1.010; C pp •' p oF• -. i �`• Lake Bluff,Illinois 60044 Pool J • O• PMONR:IMl11>11000 PNR:0044110 3 Viol. :� :” � i *ap ,00Sp {{{ ;..., • o fP� 'O.O 1 Deck io •.f ;` z - -00y,'ai 0 00 ,]['O �. { 9 { { ......,.",i ��'� •°• £i ,- CI- ,NG/MR/NG BASE PROVIDED II tF? •0 d �: j { f { y CowAe CRdmundson Leder,Ltd • PHONE:(630)250-9595 t OS- 1 ,%,1/ 411 _ p� Op°O•p R Q 0 O0�o0rr4 i ° IMP °p / o s = O ; .` c { O 888 1,00 ° o L ' '.. u OW� • `�� 1k Its f t 11114, tr,' "foo r.; 0° I0 r l/ • 41/1 I II '0410$ • A: jt le i SHEET }' 30,1164'71/101 RRA LIwRCaRl1.f10rMdM05 �.' A `pl ��.Ra ��p.MT447�re..�4s.�p r -f. " ORIGINAL DATE: JOBS: / i t � pO � 0.W.Ie64IN 17•20 MARCH 26,2007 307001 144 • v•" i ^- PRELIM/NARY LANDSCAPE ,. c, O;l if ah'''' Il 1{ »'o�p0o\\app t 1 __.aw• PLANS 4 , :* FOR gyp.•. p. IC y_Ast •1 ��;, } 00% .�.:«." ® ®�l Oil L, +n \/: 't O Q_ _ Neighborhood 4 [ pi o Olde Towne � .. ,� �il Ill— NDE ( w....�; �, , - � � nos. 4 ... - .." } �� ....4,„,° ��; , �►' .�• 40 o RESERVE libi } F 41''''''', .p 4111i �� _ 4 ... Yt OOx • O p0 � v ' d 9 } } cs�` f �� �`: YORKVILLE, LINOIS iiitizte, ' -'":.:::„t/:// �f ,I Q,Q� IL 411Df00•• r. .V.�� f .p„l `p �i�Hs reel..en roe: `.L:. €: 00;`o 1.r i ff • ® : ,-1. Pas ulnelll Homes `� 03 _..1 G :,i ?O -- fI .. 533 PLAMFIELD ROAD,SUITE E e ( PHONE:(630)325-5575 \ ✓' ,,,r WILLOWBROOK,ILLINOIS 60527 ,� O ••. i f v - PL t reefers■r. l ip, .µ p e _ Rall C.C�mpbell S An000 Inc. 0 i} �{ € l \ /, '0/1,\ r„„=',.;:,- '� 101 Weak an Rd.-Suile 1000 F d i{ ,• j, -tel/,; Lake Bluff.Illinois 60044 J O "c, ;n• 0.4� f p' 1 f -0.1t5.00• ® '.;,•,� .uone:(slansNooeuc:lun»siolo �,- .- u•)� �,• ..".a.`. ....... .. (! 0 :' O f��i NmNECHNO IASE rell'Iesn er: t ' Niii tiopo..y �• a h1 Oi4 410, +pl `1�®I, �...... �• P �.: 1 '.`� p•• :I; Eat'�.I ! Cowbe 3000Perk boulevarder.Ltd. ttt....� •' '. Q0� F pp> '•. O •` / ,e) , A4� , � , I ft , •'O^p�( ltaeca,Illinois 60143 # ,,..... }i.. sOlI A0-----0- 1, i 1 >S.°'40 O b• • 1 ., dp t;r �S. � .. y NNRabw�wd .:00„... JEli F •• '}s M "OW T•w•e• Npi 01 1,„, wiPP 0 O -- Oa- i''''''''' .. , .. , „iv- ,,.: P alre, I „:'i• V, ., = \'' \ al I i-'''' iarf ' 00,„filii ' WO \ . . % ®\ It \ ,, 17„44,1- • il , rvp$ . kyr , 00 ft 4 #11111(' ,', „,,,,aft;.-',,'* '' 00°,ilia . . o,-el- ' ' to ,,,,,, ...". ,, -„, ...„,,, \ \ , .,• . .... ,.. ,, 4 �, .:....- ..� 7 { obilii,---\,. � • °O '4 • , . fes✓.. ,. REVISIONS SHEET — 777NNN i , , , N 4-6 One ow---- los � } / ,. o ....or ,.. , 1 .A µ .e ,oo r„• p4miee.Ic r.Yn ORIGINAL DATE: JOB M oz , MARCH 2 6 SY20..,0 7 307003 ...Naa,4 .. „, ', ; ' -dam o Immo Wm PRELIM NDSCAP AVIV ° asl�a 67, r v . ..,..„..,” t • _.,-._-- 11 ..-..,._.... ....w FOR _ ��i :'-,[ � PLANS t i. M� , ' " __... jf.e° Ae► ®°�►�°�yl•° �:�i' a/ ' .1115.,e,''''''' 1"Olde Towne" ._ _ „g • ;), �A��wYe9 oar I �r \'''''''' ovi-- 0,124 -----( wo •.....-0' :: "a ,- , GRANDE `' - " .‘ oCIrA RESERVE ' ,,..Y oh `o o YORKVILLE,ILLINOIS ' ; 11;•07 \II' \\_19-4 ' „�� 5 # 5 00 0,4 � O 141 } , PLANS IMAM FOR, a. £ tdTAA1",J �r ; � `• � _k Y ..-7 Paequlnelll Homes - , u= O o '1 \ •p _ ;' w r S3S PLAINT ELD ROAD,SUITE E L r� n ? V^.� '7,II WILLOWBROOK,ILLINOIS 60527 y O ; 1 A.,0i• ,,, ,.....i PHONE:(630)325-5575 • it_ + j f •p•.� �\ 0 � 4� '� `'. JLANS fRDPADDD NY; .,..0 i 1 a \ ?i \ O. .„ q , 3,x �.. t'�' .„, r"-(µ �,..:. NNN,,,s Rolf C.Campbell&Associates,Inc 1 ° i me�qp�}} ,," - ..pa-'-""..„ �1t 101 Waukegan Rd.-Suite 1000 ✓y �_ L O,' \L,,,,.0A,. y�"? o% r ,,,..'a •* Lake Bluff Illinois 60044 .. ,• 0, , L ,,, Y AM HON41Mll l)YIWI FN(.ISAlI ni1010 w• 0 ,.,.� ✓ _ T \ preLNeeDiNo RASE P101iD[D DY O O '. �• � c:.�" \..-• Cow Gudmundson Led td 1 c—) cr.„--) ,� _ �l . „•,} 0,4 o he 3W Park Boulevard e `� '"'" S 1 ( -' O PHONE 1 0.9593 t •o . ; 0 ` �`. Ot t Itasca,Illinois 60143 ,. ww A. dike } ` :1670 23 00 4 O CO ....a .. , f,.,- °0 •.O• NdSYMra44d 1 �^-" *i p. "OIOe TRwoo 1 t ——-'''''''''' '' % 0 4.1." i ,,E)• O ` o o r o,,F4„` ° Pcipiok ,. i (lo, . �e ��,. ,✓,/,/ 1 kt i ‘,0 ,,, 0 °o jq t3 .- — , ' _/ 4 , ,,./'' ` . .".7,..,;:::::� SNEET N 4-7 � ?' ... //' Svk„-"" — ----",----1`6,:---!..°----" mY , y ORIGINAL DATE JOB e k /. ,..«.-""ry `, _.,---1=^ ""wL-----" / 044144401'•20 y MARCH 26,2007 307003-04 0, i. , 1 cr-A• 0 ; -.0 , \ al i vro PRELIMINARY LANDSCAPE PLANS ' )r1tV‘ --z 7 ----.4-,2:,,, ;,_,, ,....7.. 3:atippit,,,\\7 : 7:"...i ..... .....„ , ' .00 !---- -vie.... 0 . Fop - , . ---, .1. P o !..t...,.001116 -Ilia, r' 000 111LNIER \ `,, 101-0 **(1.'. \Dot\ % \ ',\ °,.t.,, Neighborhood 4 4 • .„,...• ' 1 141t " 411111'''" 4IP ''''' ' ' II° OW' WarP '• a 6 '' ja/t0.. ,, 'e 00 00111,,•-'"m ,...72,14 Ah. , . -,,,,-,07-""-' - "Olde Towne" r _447 , - .i,w ,, ,.. , 00 „,.-- i w ,-- 0 G\ ir-0,. F.:.•%,,,\ \-4-.' --- GRANDE -,-- ,,\ )61. 1 1, ---' RESERVE 1 00 - \ Q f 0 • °'. \ 41,, . . i I c.,,,,,,,,, -4P:: i '.w r •- ‘ \ \ea „,...n,..-.,1 I .', , .4 10.0, --- war co.\ • 0 2\ \ \ tii.• . YORKVILLE,ILLINOIS f i fr.! t, Mr .0," e f: \ 's eV•1' *$• 1 „..::.( 0 .'' ‘\ ‘\ \ ; A 0 e. ) .,1 , A -‘ ‘\ \ ,-eft • Jr- 1 /- - ,% .... ‘ , ) • W513L5LOPLAWrEliNaROOF1VIC,LnDelLLILHIADN°071:SUITE60527E ' O. \ 0\ ' ‘ , . I ' ' .411111°— )•• . 0.. 0, , ,., '.0.c \A‘o --i!' • - 0-4t, , -: - ( eV° ') - ..o•• .., % °° NY' I - % _ 1 :1 - 11.0\ • ' \ , C) c3 a a ',% mop Rolf C.Campbell& Inc 0 ,-, 1 101 Waukegan Rd-Suite 1000 .4m Lake Bluff.Illinois 60044 r; 0 611/' ".-\\\,^ (A 1.:' \' MOSE(SCOOS-1000 CAS(11017.1010 •' C) °W 0 .0 , ' ' e lk F.' . , \ o ,,i,A ° , y o'" '5 , ... , , -- I, c--'7 ,, . a Cowhey Gudmundson Led L / , • ,',I \ e A ...0-•`• 0 41111. - °A-r.) 300 Pait Boulevard er. td. i (,2% 6,, .,• PHONE(630)230-SS9S 4/0 a 0 0 a hawk Illinois 60143 ..-1,-- \ ' ItZl• \ al ask"'0 APX OVA 'i 1 \ \ 40 ''''' :::) it'..--1.';''''''. , I -5\ , • o ‘ ';'''' ' -% 44 o .,...'•'• ' 0 ' '\b-)- „ c i 0 Illy , ---- 0 , ;,, •\ f3 t ' Iilillk.r , ,,11 , 1 ,.... ; 3 AI\ \ V , •7/7,//' i . ,,, REVISIONS SHEET SEARCH If.M7 moral , ' ' N 4-8 / , 1 I I\ 9 JOB 0 „,_1(41 \,4 _ . .„.,, , . ....“. _ MARCH 2 6.iasus2 0 0 2,issusissimsuus3"°L4 I — 1122429 si . • PRELIM LANDSCAPE ,,.-_ y ' ..t..,,,,,',. J 40 i �i" PRELIMINARY LA E .��"' r ,r�ro° ._ /� .'r t PLANS elf z F ���* �_ vo,` •.�to'l°'r"°mor �` �'r �i►I�'-'\p• •,,� ,f t 1+°a II a ` f • 71110 °, ��/��"°�'°•s�o` y�uy °° '� o� Neighborhood 4 y�°, +; "Olde Towne" 1: ° r °.. `•" / \11;') RANDE ° \ ,� G r } � � "" '�� i RESERVE \ ' ° P i• \\, ' ex, ♦`otA------,:- .—, ,,,i:. YORKVIL • �° � � ``T` ° LE ILLINOIS p� ° } \,. ,/,../; J �L.N1 PR8/ARCD YORE i • ° ;} (.1 ,°,. 5 - % \ 0. , i :1„,,,,,,. 00 �.�I �r �--v�, PRsqulnelll Homes O o- i �..! 535 PLAMFIELD ROAD,SUITE E _- • , �( WILLOWBROOK,ILLMOIS 60527 C}.\ S .: �/ / PHONE:(630)325-5575 .,. ,7�/ `{ ] t.._• Y" ��""`.• , /.a °' _ of "�• lLANs rRe PAReP er: :: 4, • fit./ \ S} O _• , // t ,4 Lk •. - o• .. .. ..? ,✓� /"'\ ° ^ IN IN 01 Wauke as Rd.l'Suite 1000( Inc ea ° ! ��' /• Lake Bluff,Illinois 60049 °yq { ,° sr x . 1Y+ Lake hill Illin is 6011T11M0 Li le ''''' 0 °' HNGI.N88R/NO I..SH PRPI'/P eP BY 3 - dir ~f ' (1 Cowhey Gudmundson Leder,Ltd. •° L. . '",. 'P / OtV. Itasca, Park 8160143 p Imo" � o. 0). / // lrasca, O ' ° •�� � f PHONE:(6I0)250A595 r o} z o �� 0 1 �� °° O ° NeldbrRa•d1 4. :1..k n 0 %UV, : 1'A-) I- Pril 9' ' itREVISIONS SHEET F` ,✓"� .t"�' u..ReR I..t../hr... ,r — N 4-9 .. ORIGINAL DATE: IOB N �` .. onRRw I1uM:1'•2a� MARCH 26,2007 307003-N4 :--: -. .,.:..,ux ... > «. ,.,.;.,a,,. ,e:;:, .w:,1:d ....:P,, _.:,,.�,�rax�assr..:,N.. ,,.o ..,,..�.�..,a.�,.,x•,r ..�....�.,�•.a «,...�.E... .m,:,... .x..-,..,.sa:.,w3ras.r saa-..�.. ....e;.,....ax .sat, ..zcax.,K:a.,.�.,,» u a4a,� Osta United City of Yorkville Memo 800 Game Farm Road Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: April 16,2007 To: Charley Wunder From: Laura Haake CC: Anna Kurtzman,Joe Wywrot Subject: Grande Reserve Neighborhood 4(Unit 28) Preliminary Landscape Plan I have reviewed the preliminary landscape plans prepared by Rolf C.Campbell&Associates, Inc.,dated March 29,2007, and have prepared the following comments: General Comments: 1) Show the Mill Road right-of-way. 2) Label all adjacent zoning. 3) Label the ComEd right-of-way and delineate the width. 4) Show proposed grading on the site plan in one foot(1')intervals.Parallel to Mill Road,a three foot(3')high berm or masonry wall shall be included as part of the landscape buffer. 5) All light poles,fire hydrants, street signs,and any other freestanding structures shall be shown on the plan.All trees shall have a minimum spacing of twenty feet(20')from all such structures. 6) A ten foot(10')bike trail shall be included as part of the development plans along the south side of Mill Road.It shall be located to provide safe pedestrian crossings at any private or public road entrances. 7) The ten foot(10')asphalt trail will continue north through Park B. Trial connection shall be provided from Park B to Mill Road through the development.Trail in lieu of sidewalk is acceptable. 8) The Mill Road parkway landscaping is not shown in the parkway.The trees shall not be included in the buffer yard,but as parkway trees,one(1)tree per 50 lineal feet. 9) If a refuse area is located near the Clubhouse,indicate it as such on the landscape plan. Plant species: 10) Acer x freemanii is not an approved shade tree.Remove and replace with an approved species. 11) Individual species must be labeled on the plan. 12) Quantities of each species must be provided as part of the plant list.No genus can total over 33%of the total plant type(shade,evergreen,ornamental.) isTO car o United City of Yorkville Memo ' '" 800 Game Farm Road EST. !:1836 Yorkville, Illinois 60560 '�— Telephone: 630-553-4350 O� l ; .- 0� Fax: 630-553-7575 ' .LE ,# Date: April 13,2007 To: Charles Wunder, AICP From: Rebecca Houseman CC: William Dettmer, CBO; Anna B. Kurtzman, AICP; Joe Wywrot, PE; Laura Haake Subject: Zoning Review of the Preliminary Plan Dated March 28, 2007, the Preliminary Engineering Plan Dated March 28, 2007, and the Preliminary Landscape Plan Dated March 26, 2007 and Revised March 29, 2007 for Grande Reserve Neighborhood 4 (Unit 28) Zoning staff has reviewed the documents above for compliance with the City of Yorkville zoning, landscape, and sign codes as well as the Annexation and Planned Unit Development Agreement that governs the subject property. Staff found that the following issues must be addressed before the plans may be approved: Preliminary Plan 1. The notes on the preliminary plan indicate that there are fronts and rears to these buildings. The fronts and rears of the buildings must be labeled on the plan (or the elevations submitted) to ensure compliance with the design standards outlined in the annexation agreement. 2. A plat must be submitted showing all easements and lot lines. 3. The proposed width of the parallel parking spaces on the south side of the Private Drive south of Mill Road must be shown on the plan. While the zoning code does not outline a specific width requirement, the drive aisle north of the parking spaces must be at least 24 feet wide to accommodate two-way traffic. Preliminary Engineering Plan 4. The plan shows a 20-foot wide drive aisle in the clubhouse parking lot. The minimum drive aisle width for two-way traffic is 24 feet(10-11-3C-4b). 5. The typical dimensions of the guest parking spaces throughout the plan must be labeled either on the parking spaces or somewhere else on the plan. Parking spaces must be at least 8.5 feet wide and 18.5 feet long if at a 90-degree angle(10-11-3C). 6. The typical elevations must be submitted to verify the minimum requirement of two parking spaces (one enclosed)per unit is included on the plan(10-11-4A). C. Wunder • Grande Reserve Neighborhood 4 (Unit 28) April 13, 2007 Page 2 of 2 7. Drive aisles throughout must be at least 24 feet wide (10-11-3C-4b). Some of the private drive aisles shown on the plan are 21 feet wide. 8. The area of the clubhouse and pool must be shown to determine the number of required parking spaces. Please note the parking requirement is as follows: 1 parking space per employee, plus one parking space per 200 square feet of floor area of the clubhouse, plus one parking space per 50 square feet of pool/water area. Preliminary Landscape Plan 9. The names of the adjacent and abutting streets and the pavement widths must be labeled on the plan(8-12-3A-2). 10. The current zoning and land use for adjoining properties and properties located across abutting street must be labeled on the plan(8-12-3A-3). 11. Sheet N4-2 shows a "Typical 'C' Monument Sign" on the northwest corner of the property; however, no details about the sign are provided. Details of the sign must be shown somewhere on the plan or the sign must be removed. Also, a sign permit is required before any sign may be erected on the property. Please let me know if you have any questions or require additional information. rsh\abk S:\Rebecca\Yorkville\Residential Plan Review\Grande Reserve\Grande Reserve Unit 28(N'hood 4)Prelim Plans 4.10.07.doc 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: Wal-Mart Super Center#4462-00 Date of Submission: 3/30/07 1. Name of Petitioner(s): Atwell-Hicks Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 2. a). Street address and physical location of subject property: Northeast corner of US Route 34 and Countryside Road b). Legal description of property; attach as Exhibit"A". { c). Total Acreage: 34.75 Ac +/- 3. Contact Information: Name, address,phone number an.dfax number of person to whom inquiries regarding this petition may be directed: Atwell-Hicks, Attn: Paul R. Bertie, P.E., 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone: 630-577-0800 Fax: 630-577-0900 Attorney: Name: Kathleen Cunningham - Gardner Carton Douglas Address: 191 North Wacker Drive, Suite 3700, Chicago, Illinois 60606 Phone Number: 312-569-1219 Fax Number: 312-569-3242 Engineer: Name: Atwell-Hicks, Attn: Paul R. Bertie, P.E. Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Land Planner: Name: Atwell-Hicks, Attn: Paul R. Bertie, P.E. Address: 1245 East Diehl Road, Suite 100, Naperville, Illinois 60563 Phone Number: 630-577-0800 Fax Number: 630-577-0900 Pagel of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1.27/06 FF 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. .3 o/c) Date: Petiti on s)Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Id/ (in MeeP) /2 Lt A', 4i,z7/E Subscribed and sworn to before me this day of Man'; 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, IIlinois 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 v,Titten transcription of public hearing and outside consultant costs (i.e. legal review,land planner, zoning coordinator,environmental, etc.). Should Owner/DeveIoper 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 4tb 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 Riveifront 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: 1/27/06 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 requireddocuments,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 Cl- lc, United City of Yorkville, 800 Game Farm Road, Yorkville,Illinois 60560 3 /$o77 f Date Signature of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 �'��`� Cir o United City of Yorkville Memo 800 Game Farm Road ESTu1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 CE' Date: March 23,2007 To: Charley Wunder From: Laura Haake CC: Rebecca Houseman, Joe Wywrot Subject: Wal-Mart Landscape Review I have reviewed the Wal-Mart Landscape Plan dated October 4,2006 with revisions March 8, 2007,by Atwell-Hicks,P.C. and have prepared the following comments: General comments: 1) The geoweb shown in the Bio Island Detail on sheet FE-30 is shown in the A-A Cross Section as covering the whole width of the island,while it is only indicated by hatching in the center of the island on the Plan View. Show correct treatment in both details. 2) The bioswales cannot be covered with landscape mulch as this will wash into the inlet and clog the system.The bioswales shown in the parking lot shall be covered with a native seed mix and blanketed.Details,including planting,specifications,and the maintenance and management plans shall be submitted for review. 3) In the bioswale detail (Sheet FE-30),the tree shown is to be 20' in diameter and species is listed on sheet FE-15.This shall be corrected to reference sheet FE-26 or FE-27 that has the current plant list.It is also listed that shade trees will be 2'/z"in diameter when planted. 4) Maintenance and management plans for the naturalized bioswales shall be shown on the plans. 5) Picea glauca accounts for 94%of the evergreen trees on the site plan.No single genus can total more than 33%of the total number of evergreen trees. 6) Four evergreen trees are shown on the east side of the plan at the first intersection after you enter the development from Route 34.Trees in this location will block clear site lines and must be relocated.A perennial or annual bed where no plant grows to a mature height of over 36"should be considered for the replacement. 7) The Beecher Road improvements shall include shade trees,perennials,and median treatments. Shade trees shall be a distance of 50' apart,and be placed no closer than 50' to the end of the median. See the median landscaping guidelines in Landscape Ordinance #2006-136 for additional specifications. 8) Route 34 roadway improvements are indicated on the plans,however,no landscape improvements are shown.Either exclude this area from the landscape plans or add a note stating that the landscape plans for Route 34 will be included with the roadway improvement plans prepared by Atwell-Hicks. /1.). r o United City of Yorkville Memo 800 Game Farm Road ESL � 1836l Yorkville, Illinois 60560 - Telephone: 630-553-8545 111o Fax: 630-553-3436 Date: March 22, 2007 To: Charles Wunder, Urban Planner From: Joe Wywrot, City Engineer CC: John Crois, Interim City Administrator Travis Miller, Community Development Director Subject: Walmart Supercenter—Store#1162-00 I have reviewed the revised site plan and supplemental information, dated March 8, 2007 and received March 9, 2007, and have the comments listed below. Some items are to be performed by others or at a later date. Comments are made only once,but may affect several plan sheets. General • Provide a sign-off letter from Walter E. Deuchler Associates regarding the sanitary design. • Provide a sign-off letter from Bristol Kendall Fire Protection District regarding access and fire protection. • Approval of the site plan cannot occur until the stormwater infiltration basin report is approved and outfall storm sewer issue is resolved. • Some of the comments below will require changes to the Crimson Lane plans. • Comments are made only once,but may affect several plan sheets. • The storm sewer sizing calculations are acceptable. • The EOPC dated 3/8/07 is generally acceptable. Please make the following revisions: o Replace the "C-900"designation for all watermain with"Class 52". o Revise the 8"and 12"watennain quantities based on comments below. o Revise the sidewalk quantity to include the bituminous trail. o Provide a detailed estimate of cost for landscaping improvements for review. o Add a line item for Countryside Parkway streetlight revisions. Sheets 12 & 13 • Provide a numbering system for the various signs shown on Sheet 31, and indicate their locations on the site plan sheets and the Countryside Parkway plan sheet. • Remove the monument signs shown at the full-access entrances to Countryside Parkway and Route 34. These signs will need to through the normal Building Department review process. Sheet 15 • Show the limits of the swale for the depressional area immediately west of the eastern Crimson Lane entrance, similar to the other depressional areas. • Modify the swale detail to call for CA-5 aggregate rather than CA-11. Also call for the CA-11 to extend down at least one foot into the existing sand layer. Sheet 16 • Call for the bituminous trail along Route 34 to be extended across Countryside Parkway and connected to the existing concrete sidewalk on the far side of the Countryside. Depressed curbs across the median and on the far side of Countryside will be required. The existing barrier curb can be sliced down or it can be removed and replaced as depressed curb. • Revise the sidewalk alignment at the SE corner of the site to maintain a 5-foot parkway where the sidewalk connects to the Route 34 bituminous trail. Sheet 18 • Show the future outfall of the stormwater basin. This would be located immediately to the east of the Walmart site, and then along the Route 34 frontage where the sanitary sewer is currently shown. See comment below regarding sanitary sewer relocation. Sheet 19 • Make the following revisions to the Structure Schedule: o Change Structures 3 and 4 to be catch basins. o Change all R-1713 frames to R-1530 frames. o Change all R-2504 frames to R-2502 frames. • Change the two sections of storm sewer immediately downstream of Structures 1 and 12 to be RCP instead of HDPE. • Add a note requiring all other onsite storm sewer to be perforated HDPE storm sewer. • Revise Note 5C to require all flared end sections to be RCP with grates. • Add a note stating that the bedding beneath all storm sewers shall extend down at least one foot into the existing sand layer. Sheet 21 • Move Valve 3 about 20 feet to the southeast,to a point 10 feet south of the Tee fitting. • Move the watermain that extends to Crimson Lane near the east driveway, to an alignment about 35 feet east of Hydrant 3. We want to move this watermain away from the large storm sewer, and also have it cross the swale at the high point of the swale. • At Hydrant 18,move the 8"x6"reducer as close to the hydrant as possible. Sheet 22 • The watermain extending south to Route 34 at the east entrance needs to be 12" diameter. • Move Hydrant 17 about 75 feet to the southwest into the landscape area, to a point 60 feet east of the proposed 12"watermain. While the hydrant leg at this new location will still need to be 8"diameter,the length of the leg will be greatly reduced. • Move the streetlight at the right-in/right-out entrance to a point at least 10 feet away from the proposed sanitary sewer. Sheets 26 &27 • These landscape plans will be reviewed by our Community Development Department. Sheets 28 & 29 • Are there any lights mounted on the outside of the building? If so,these should be included in the photometric analysis. • The lighting intensity is much too high. The average lighting intensity should be between 2.0 and 2.5 footcandles. The max/min ratio needs to be less than 20:1, and the avg/min ratio needs to be less than 6:1. Sheet 30 • Revise the Bio-Island Detail to show the storm sewer trench extending down at least one foot into the existing sand layer. Sheet 32 • Revise the Trench Detail (in non-paved areas)to specify CA-7 aggregate around the pipe. Modify the note regarding unsuitable material removal to state that CA-7 aggregate shall extend at least one foot into the existing sand layer,regardless of the existing material encountered. • Revise the Trench Detail (in paved areas)to specify CA-7 aggregate bedding up to the springline of the pipe. Modify the note regarding unsuitable material removal to state that CA-7 aggregate shall extend at least one foot into the existing sand layer, regardless of the existing material encountered. Sheet 35 • Delete the ADS end section detail. Replace it with IDOT Highway Standards 542301 and 542311. ADS makes a coupling for HDPE-RCP connections. If you have any questions regarding these comments,please see me. FINAL PLAT OFSUBDIVISION .� v YORKVILLE CROSSINGS UNIT I Q v GALENA RD. MILL RD, a BEING A SUBDIVISION IN PART OF SECTION 21, 22, 27 AND 28, TOWNSHIP 37 NORTH, � RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN KENDALL COUNTY, ILLINOIS IV 41 CA�NotASPILL LR. Ra o O O O E4" o ED COUNTRYSIDE c��P=� O O PKWY JFK - N0N = � 9 N C DO* 0c \ LIMITS PF B-3 ZONING /A�N'� 90Oo , w O O r� Nz YORKVILLE, ILLINOIS ° $,� o� v� -��u 00 \ y lb. N C �5o Z B ?� �q W I� -C 0 W J 0 VICINITY MAP j �sTFti = ° wZ� rx in • NO SCALE 5��� o 'osYs U) in o Z PRAIRIE POINTE SUBDIVISION \ / NsQ°° W N DOCUMENT NUMBER 200600038768 U y F94 jp / /0 Ft p �q z •� 3 5�� �O i o 'L90° 02-21-400-008 3 L a, o. / /o oa, ZONED R-2 Oq�� �0 ly Q -o OWNER: DONALD J. AND CAROL S. HAMMAN � ti ���� <1 z ce ~ c C i �Z� N 55°13'42"E 3073.83' z .L 0 •� pyo• p p �. N NOTE: r� R��A 2�g9 w � ,181.72' � THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO U.S. 6q ����T 'f1 / 31012 RE FT. U ROUTE H FROM LOTS 3, 4, 5 AND 6 1N THIS SUBDIVISION / j� HEREBY EDICATEDN � 7.12 ACRES 00 o HEREBY DEDICATED- 0 •� EXCEPT BY THE GRANTED ACCESS EASEMENTS, OR cq, /� / CRIMSON LANE °° O 30' SANITARY EASEMENT -PC / N55°13'42E 123.77 3073.76' CRIMSON LANE LL Lij COUNTRYSIDE PARKWAY. / _F �+x'�' TO BE VACATED r T � � vea�o VERVETIIu " 1011.66' / — SAf11TlJJ'Y EASEllFIJT� / — 1 N 9 3/0-E .0 O- X 82 ��� � / ' / — — -- �\ SURROUNDING PINS AND PROPERTY OWNERS 6' �,G G� F' _ \\ Ld Q 02-22-400--011 KRISTEN KORIDEK e I I I pp 02'-22-300-002 DONALD J. AND CAROL S. HAMMAN � \ �bgry� 90� jo �0���q� - O I N n Z 02-21-400-008 DONALD J. AND CAROL S. HAMMAN �, >x'`' �s9� ao. /— ' 1---- — — — — — — — ---- — — — I I — -- — — — — _ I O — 02-28-226-005 UNITED STATES POST OFFICE \ �- — C�>�G� 1377.44' Q O _J I Z 'n 02-28-226--006 DONALD J. AND CAROL S. HAMMAN �� 6`'�� �`�.L � i I� I SEE EASEMENT DETAILS 120' TEMPORARY z 02-28-277-001 TRUSTEE JAMES D. CHESSER /O O -27-151-003 CINDY S. GATES \ tio-° Sro / ; PAGE 3 CONSTRUCTION EASEMENT I I f f I N F- 02 02-27-151-001 CINDY S. GATES \`� ���'� i ou I I I N O Z 02-27-176--003 GERALD AND EDMUND BRONGIEL \ `� / / i I I I , p J O 02-27-176-002 HERBERT AND ALICE SVAB II 02-27-176-001 MARIE A. PARAZAIDER `� LOT 2 L_ ' Z O C 02-27-126-001 GF&N CORP. \ �� / I ] J SEE.,EASEMENT DETAILS Z I= J 02-27-201-006 DANIEL AND CAROL GOODWIN I 5' P KING SETBACK LINE I \ 163,125 SQ. FT. I 1 I � PAGE ''3,� O � Q �• I ' 00 -�h U 2 m O PLATS: -101-001 r I i L'I W BOYD'S ESTATES SUB. - NOT ON FILE AT THE COUNTY RECORDER'S � PT. P.I.N. 02-27 �� OFFICE BAKER'S SUB. CURRENTLY ZONED B-3 i ` I I N \ ` PT. P.I,N. 02-27-1 001 , � Y PROPOSED ZONING B-3 O I CURRENTLY ZONED 3 PT. P.I.N. 02-27-101-001 I I I CURRENTLY ZONED $-3 \` I I I I ��'7��0•Y as Z Q LOT 1 moo. '� N3A�• I ' 1,092,767 SQ. FT. ; 0 Z 9 I II i m :D V) G ' N55°1312 AE l ; LIMITS OF B-3 ZONING C7 Zyr' r ' - - P.I.N. — "� 13.69' PT. 02-27101-001 N771 51E Z oaf ¢ F- O a 39 — CURRENTLY ZONED B-3 I PT. P.E.N. 02-27-101-001 Q LEGEND 000'p� �ym�; PROPOSED ZONING B-3 CURRENTLY ZONED B-3 J U 1p�' { 'jam II II P.U.E. PUBLIC UTILITY EASEMENT v'y ��'r p� ` I 3 P.I.N. PARCEL ID NUMBER �cr 'moo'cr+ I r _ �po. ���i 30' PARKING SETBA�I LINE R RADIUS PC POINT OF CURVE vlp �,N� ` I Z Y PT POINT OF TANGENT �? 5, I I zonE°a-s i o � BOUNDARY LINE Z� ,5 L O PROPOSED LOT LINE CL -- — PROPOSED EASEMENT I II I I w W 1 � �� SEE EASEMENT DETAILS I � � ------------------------ SETBACK LINE CENTERLINE OF RIGHT-OF-WAY 4' I I PAGE 3 I ' I U P.I.N. 02-28-226-006 `s I ; 5' PARKING SETBACK EINE CAD FILE ZONED B-3 10'PER PUBLIC LITILITY EASEMENT — OWNER: DONALD J. AND CAROL S. HAMMAN .0 �s PER DOC N 02-12933 — ` ''���"''""""I��� — — � � i 400534FPP.DWG 4 I ! 11 , O S79°46'38"E N10 1 22 E r I ii0' S I I 26.67' 26.67' I = I l II I N05°29'071'1 I "coo 31.33- - - - - - - - -- - rr - - - ] } - -- - - - - - - - - - - - - - - - - - - - - � i- -- - � �- 1 II 5' PARKINGIFTBACK LINE I I 5 PARKING SETBACK LINE S) ' 17a lYtld--1-�G-s-�-� — — ---------24-- y I 153.45 j rrrf���lll ��`- ! ly — �' .'—L.� 26--0.65Y 11 11 5.08' LOT 3 LOT 4 [� LL� �+ LOT 5 LOT 6 64,688 SQ. FT. 43,135 SQ. FT. ; I I i 70,083 SQ. FT. i 51,120 SQ. FT. I I I ] __ II r I, I I i 03/29/2007 EASEMENTSAANGUAGE • ; �, ] ! I REVISIONS 3 WORKING DAYS i III PT. P.I.N. 2-27-101-00111 Fv I I PT. P.I.N. 02-27-101-001 I i PT, P.I.N. 02-27-101-001 cp_ I PT. P.I.N. 02-27-101-001 i I i a d I I DATE BEFORE YOU DIG - _ I I 06/01/2006 CALL JULIE CURRENTLY ZONED B-3 'CURRENTLY ZONED 8-3 _ i CURRENTLY ZONED B-3 i CURRENTLY ZONED B-3 y z I PROPOSED ZONING B-3 ' I PROPOSED ZONING B-3 I !'' cc� I PROPOSED ZONING B-3 I PROPOSED ZONING B-3 1 1 1-800-892-0123 I I I (0 ] II I I I FOR THE LOCATION OF I I 15' P.U.E. JI{ vi I 15' P.U.E. I I N j'• s • TM UNDERGROUND FACILITIES '--------------------------- ------------__---' L--- '------ ----------------------- UNDERGROUND -------------- -- - I------------- --------- N� — I — — I— 38-FzAI i4tP�G SE�BA�14-U 1 -- W zR: 232.88' POINT OF BEGINNWG w THE LOCATIONS OF EXISTING UNDERGROUND UTILITIES AREj SHOWN IN AN APPROXIMATE WAY ONLY AND HAVE NOT BEEN 199.97' + 172.31' 56.00+' 279.51' + 204.08' 80.0k I IV INDEPENDENTLY VERIFIED BY THE OWNER OR ITS S55013'22"W 991.87' PROPOSED 3Q' RIGHT-OF-WAY 1 uJ REPRESENTATIVE. THE CONTRACTOR SHALL DETERMINE THE PROPOSED 30' RIGHT-OF-WAY — TO BE CONVEYED TO I.D�O.T. — _c> EXACT LOCATION OF ALL EXISTING UTILITIES BEFORE - — -- -� — EXACT OCA WORK, AND AGREES TO BE FULLY TO BE CONVEYED TO LD.O.T. — `O 1 — PER DOC. NO. 200200008969 U.S. ROUTE 34 RESPONSIBLE FOR ANY AND ALL DAMAGES WHICH MIGHT BE OCCASIONED BY THE CONTRACTOR'S FAILURE TO EXACTLY alla REC. 04--15-2002 b °' _O SCALE 0 50 100 LOCATE AND PRESERVE ANY AND ALL UNDERGROUND UTILITIES. \ � �~-- \ \ \ BOYDS ESTATES 1 " = 100 FEET NOTICE: z DR. REw CH_ TCF CONSTRUCTION SITE SAFETY IS THE SOLE RESPONSIBILITY OF \ 02-27-151-003 \ 02-27-151-001 \ 02-27-176-003 \ 02-27-176-002 \ 02-27-176-001 \ 02-27-126-001 OWNER: CINDY S. GATES OWNER: GEARED AND OWNER: HERBERT AND 'RESIDENTIAL Z P.M. T. PAIONK THE CONTRACT NEITHER THE OWNER NOR THE ENGINEER \ 1MlER: CINDY S. GATES \ \ \ \ OWNER: MARIE A. PARAZAIDER \ t SHALL BE EXPECTED TO ASSUME ANY RESPONSIBILITY FOR EDMUND BRONGIEL ALICE SVAB OWNER: NOT ON Fl!£ AT THE COUNTY RECORDER'S OFFICE 0 BOOK 60 SAFETY OF THE WORK, OF PERSONS ENGAGED IN THE WORK, BAKERS SUBDIVISION \ JOB 400534 OF ANY NEARBY STRUCTURES, OR OF ANY OTHER PERSONS. RESIDENTIAL \ COPYRIGHT © 2007 ATWELL-HICKS 0 FILE NO. NO REPRODUCTION SHALL BE MADE WITHOUT THE SHEET OF 4 1350-42-1 PRIOR WRITTEN CONSENT OF ATWELL-HICKS W 7� A! YOR I I INOIS a.U ou 7— 7 HAYDEN DRIVE A ------ ------ - PRAIRIE GRASS LANE SITE DATA L TOTAL AREA: 57.56 Ac. EXISTING RESIDENTIAL AREA: 33.29 Ac. L PRAIRIE MEADOWS LAKE 1 INFILTRATION BASIN: 24.27 Ac. PARKIli SINGLE FAMILY LOTS: 78 UNITS TOWNHOME UNITS: 70 UNITS j - - - - - � �71 78 1 2 j 3 j 4 j 5 j 6 j 7 j 8 j 9 j 10 j 11 j 12 1 13 1 14 j 15 j 16 j 17 j 18 j 19 21 TOTAL: 148 UNITS 20 T SMITHilll 77 . cp C-. ..� I F LJL—I­— L SCHOOL ENGINEERING T I'� , . 0) — — IIf ED C3 PROPERTY k 76 "� — "' `- — -� - "� / ,I 75 74 73 72 71 70 69 68Q7 66 65 64 63 62 61 60 59 58 22 57 / � I�' ii 1� �IIl li�il lil 1li�lililll'll •-�• -� - - - �---_ -_ - - - - - - -_— -_- - - - - -- -~- - - -___ - -- - - --- - - , ---- - - - -_ -----_ _- -_ - - -- __ �p'y```. 41 12000SF LOTS I� I . �,,11j� _ _—- -- __ _ _ __ - -- e, _ — _ - — — — —_ _- - -- — —__ --__ (80' x 150') I - 23 f L fW 56 24 55 ii�r �I+�' j��1� i? f�111if 1'�I'' 1 fC�f/�/�, Illl`i��llli,l,l I I 'II�i I � II I+ I - - FINAL FLAT OF SUBDIVISION YORKVILLE CROSSINGS UNIT I ° BEING A SUBDIVISION IN PART OF SECTION 21, 22, 27 AND 28, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN KENDALL COUNTY, ILLINOIS L \ N55 13 22'E p ° N55°13'22"E 41 10.DO' S34046'38"E 10.00' 3 O 70.98' Q w w N3404638"W N55°13'22"E _ p O ou ,c- 20.24' 10.00 O N55°13'22"E � �n S ,46'39"E N34 46'38"W S34°46'38"E 2[).57' �-+ N55 73'200, N go,46'39"E ° O J tb 10.00' ° Irn 10.00' ° � I�m N55°1130 'E 110°1 '22" 1.06 20.24' S34°46 38"EE 20.57'r 80.26' C O S53 33`29"W 53.30' en 74.66' N55 13'22"E, d 8 M N34° 6 55°13'22"E 170.92' N55°13'22"E 270.45' N55°13 22"E ® ,. 10.00 u� �N55°13'22"E 2x8.56' g� I � O � � 142.26 96.42' N36020'26"W 31.28' - 295.74' moo, - --- N34°46'18"W�� N53°3736"E 180.43' N36°20'26"W 10.00' Qi S34°46'38"E N55013'22"E 484.52' 23.78' ��_ S36°2f'3i"E 7 67' �+., 35 88' N34°46'38"Nj N °13'22"E N55°13'22"E 205 ° 4046 38'1®.00' CO s in 0 _ I�J10 13'2 J= 55 13 221[).00 53°39'34 W 124.90' 1�rN6�a 04'E 102 N55°07'25"E 246.76' S` 10.00 z 67.18' 15,4 L ch O N p1 - �t r° ;� ° 34°46'38'1®.00' I IN �? ca = 1 /rod /� s S61°40'02 V 111.4-` - - �� \ IN N5512 91 55°13'22iD.00' r C O J 0 C •'F. 1� p N36 S55°07'24"W 247.82' Z M ° 21.91 W Q 2 0< S A° 26 37"W S34°46 37"E sr. 6': S34 46 38 I I� _O i!) .� ti S n OS' 15.90' mood F. N 10.00 _ Ico OD z ��� �s �o ,� •S, �mss, E _15 J �C Z S SS ry �� r� 6, co �t til J_ U ,P d- 0 I (/7 W Z( U a. ° � rr►i Q I � I S55020'34"W Z N55013 9 07 °Joo 1N Iuo I� S55°13'22"W �I 28.36'4° 5'S2'W N (a+, 3 39.x7' � co 0o iD 7.82' 3 0 = 1434046'38"w 000 'r'I r N,34036'1 3"W I 10.00' U o C N w I 10.00' 3 S55013'22"W w `n 555°13'22"W I 28.24 35 W 3 39.07' r iI I� I 7.79' Do LOTco z � �I hr? U7 pp N N C �i � w � Z a`to °D i'"� N55°13'22"E .0 1 I CO 52.73' LOT 1 534047'00"E �l �w ° N55°13'00"E 10.93' co C I� 5 13'00"E N55 12'59"E N55°13'22"E 53.59 v N .00' 10.00' 10.DO' S34046'38"E 10.93' W 34°47'00"E S34047'01"E S340410.937'07'E _ cn O LOT 1 0 ° 10.93' S34 47'00"E N55013'22"E 10.00' 51 10.93 +%i co I S34 46'38"E 10.93' z 5°13'22"E 197.27' N55°13'22"E 242.26 N55°13'22"E 167.40' N55°13'22"E 183.73' F -° N55°13'22"E - - - 792.64' - - N55°12'59"E 144.37 N34 046'49" 0 o I I S34 47 00"E 10.00' 7.51' Lel l w II 00 N _O N r- Z co l N 00II Z w a C7 PROPOSED 10' WIDE to I I Q Z V 0 °S4,5o„ STORMWATEJZ EASEMENT {TYP.) n� �� colW vi i00 ° „ ° 174.98' N ° � � N55 35'30 E 177.64 ° N51 36`57'E --� 6& 14 00 O ~ N54 50'55�E 159.51' I -- ,rte ` 4� 185 z ui CIT ~ N36021-52"W�S55°35'30"W 177.33' S54°50'55"W 169.57' S51°3354"W 173.36 S66 1 ` - 72� I i 10.01' 4'46„W 184. } N z O0 O N PROPOSED 10' WIDE �I K: z i,j - J WATERMAIN EASEMENT (TYP.) io `t O CL' Q �LoI� O_ m z I I zpl) (tel] Z W N54°51'28"E 177.27' S55°35'40"W 169.49' 554°29'48"W 174.42' 5T IM �� O - N64� 47"F JFs 54%W28"W 162.73 555°3540"W 164.52' S54°29'48"W 168.55' �s� Yj 1$523 i- 4 II 55 4°5i •w ~ 3 s �a +s g •. ' a� w?,r'g ,.... ..a `�°,wugw y 04 cD 181.17' 1 o f 1 of I� ° „ S79°46'38"Ec\jO N N N N� 579 46'38 E 26.26 - - ° - - [N5Y13'22"E Z I �j jw 34.54' N 5513'22" E -774.49'- 144.35' O_ _ -_ U - o u�r Q, N55°13'22"E N55°13 2 169.65' N55°13'22"E 299.02 N55°13'22"E 180.99 ° � t �� 62.48' N34°46'38"W w N34°46'38"W N34°46'38"W 5500 3'22" Q Z z I� te a, °oma, o N34°46'38W ° 13.97' I N� 13.97' 13.97' I m � N N co 13.96' N55 13'22"E N o N55°13'22"E ° ° z r�� io "� r 34 46138"W N55 13 22 E Q' fn z C N N55013'22"E 10.40' 0 1°O.OD' 13.97' 10.00' 06 L O i c`ni 14.00' N 34 4613 97' I Le_ Z I f N55°12'22'E r7 I z Lo 1J3 975,38'W N i N 36.41' LOT 3 LOT 4 LOT 5 LOT 6 w w ¢ V) S55°13'22"W L ° , N34°46'38"W N55°13'22"E (o co bo 0 w ° �I I 534 47 38 E 560 O5 02 W 50.86' - I Q 0 10.01' 10.00' i i-'� 13.96' N N J CD Q 14.00' �I N55°13126"1 viI I Q W }- LOT 3 LOT 4 S55°12'22"W LOT 5 LOT 5 U) nw 00 S34°46'3WE ��[ J 46.01' io co 10.00' Q - yyI Z 0 S53°26'01"W 11.61' J O S34°4638"E W r 10.0x' 57.67' or_ S55°13'11"W N55°13'22"E w 10.00 - U.S. ROUTE 34 - - - - 14.00' STORMWATER EASEKNT DETAIL WATERMAIN EASEMENT DETAIL CAD FILE SCALE, r" =100 400534FPP.DWG SCALE. 1" =100' NOTE: LOT 1 THERE SHALL BE NO DIRECT VEHICULAR ACCESS TO U.S. ROUTE 34 FROM LOTS 3, 4, 5 AND 6 IN THIS SUBDIVISION EXCEPT BY THE GRANTED ACCESS IV67°59'4 EASEMENTS, OR COUNTRYSIDE PARKWAY. 38.84 6 1 N55 13'22"E 1029.46' 63.68' � ` - - - .-- - - - - - - - - - - - --- - � :7- - - - - - - - - - - -- _.. - - - - - - - - - - - ° N55°i3'24'E10.1ACCESS EASEMENN19 10352"E I rn 35.53' N55°13'24"E 16.99' i.� S55°13'22"W 397.96' 555013 22"W 445.73' - N 580.9T � J o N79°46'38"W' 510°13'22"W N79046'38"W 26.87' S45°29'07"W 26.626.67' I fTl 370 49'58 ' N19°131.33 5 ' �W 10.0049.260'02'E 30.66' �"- `V o ND F 00 z I 03/29/2007 EASEMENTS/I.ANGUA_GE LOT 3 LOT 4 I ° , +' N �' N 'OT 5 LOT 6 N �� N15 4 31 86' REVISIONS W � rwn vwi PROPOSED 10' WIDE DATE 0 w w!'� SEWER EASEMENT (TYP.) S15 042'52"W 06/01/2006 cl) N .� 32.12' ° a �, �L � � � awl � w Q - - Z - a1 '2z#'" - - - 555913'22"W LOT 1 W 355 00- - -- OL � z - - - � - � - - U.S. ROUTE 34 � - - - - - � - - � s65°2sza"w o 10.00 � To rn SCALE 0 50 100 rn SANITARY EASEMENT DETAIL 1 " = 100 FEET SCALE. 1' =100' DR. REW 11 CH. TCF ACCESS EASEMENT OETAILI P.M. T. PAIONK SCALE.• I" =100' BOOK 60 JOB 400534 COPYRIGHT © 2007 ATWELL-HICKS FILE NO. NO REPRODUCTION SHALL BE MADE WITHOUT THE SHEET 3 OF 4 1350-42-3 PRIOR WRITTEN CONSENT OF ATWELL-HICKS L T OF SU DIVISIONFINAL L v CITY PLAN COMMISSION CERTIFICATE YORKVILLE CROSSINGS UNIT I -w STATE OF ILLINOIS ) BEING A SUBDIVISION IN PART OF SECTION 21, 22, 27 AND 28, TOWNSHIP 37 NORTH, SS RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN IN KENDALL COUNTY, ILLINOIS COUNTY OF KENDALL) 0 N APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE UNITED CITY OF YORKVILLE, KENDALL COUNTY, OWNER'S CERTIFICATE 0 ILLINOIS, THIS DAY OF A.D., 20 . STATE OF ILLINOIS ) EASEMENT PROVISIONS 200 SS '*' OC I BY: COUNTY OF AN EASEMENT FOR SERVING THE SUBDIVISION AND OTHER PROPERTY WITH NATURAL GAS, ELECTRIC AND COMMUNICATIONS SERVICE IS HEREBY RESERVED FOR AND GRANTED TO ® 0 O o0 E Il" �- CHAIRMAN ) NICOR, COMMONWEALTH EDISON, CITY CLERK'S CERTIFICATE THIS IS TO CERTIFY THAT THE UNDERSIGNED IS THE OWNER OF THE LAND DESCRIBED IN THE ANNEXED PLAT, AND THAT HE HAS CAUSED AMERITECH, .p c0 2 AS INDICATED THEREON FOR THE USES AND PURPOSES THEREIN SET FORTH, AND DOES CABLE TELEVISION FRANCHISE, � N(0 N = ) THE SAME TO BE SURVEYED AND SUBDIVIDED AND GRANTEES, STATE OF ILLINOIS HEREBY ACKNOWLEDGE ANQ ADOPT THE SAME UNDER THE STYLE AND 11 TLE THEREON INDICATED. THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, JOINTLY AND SEVERALLY, TO INSTALL., OPERATE, MAINTAIN AND REMOVE, FROM TIME TO TIME, FACILITIES USED IN CONNECTION WITH : a J Q, SS UNDERGROUND TRANSMISSION AND DISTRIBUTION OF NATURAL GAS AND ELECTRICITY, SOUNDS AND SIGNALS IN, OVER, UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE 00 0 (n '� COUNTY OF KENDALL) THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES, STREETS, ALLEYS AND PROPERTY SHOWN WITHIN THE DOTTED LINES ON THE PLAT AND MARKED "PUBLIC UTILITY EASEMENT" (P.U.E.), THE PROPERTY DESIGNATED IN THE DECLARATION OF CONDOMINIUM �� 0 � PUBLIC SERVICES AND HEREBY ALSO RESERVES AND GRANTS EASEMENTS FOR PUBLIC USE AND FOR THE INSTALLATION OF VARIOUS PUBLIC AND/OR ON THIS PLAT AS "COMMON ELEMENTS", AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH THE RIGHT J °D Z TO INSTALL REQUIRED SERVICE CONNECTIONS OVER OR UNDER THE SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON, OR ON ADJACENT LOTS, •c 5 E UTILITIES AS DESIGNATED AND/OR AS STATED IN THE UTILITY EASEMENT PROVISIONS STATED HEREON. AND COMMON AREAS OR AREAS THE RIGHT TO CUT, TRIM OR REMOVE TREES BUSHES AND ROOTS AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN AND C W J APPROVED AND ACCEPTED BY THE MAYOR AND THE CITY COUNCIL OF THE UNITED CITY OF YORKVILLE, ILLINOIS, BY C p - U NO. AT A MEETING HELD THIS DAY OF _ J 2007. ALSO, THIS IS TO CERTIFY THAT THE PROPERTY BEING SUBDIVIDED AFORESAID, AND TO THE BEST OF OWNER'S KNOWLEDGE AND BELIEF THE RIGHT TO ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEES' FACILITIES OR IN, UPON OR OVER THEy uj Q Y ' PROPERTY WITHIN THE DOTTED LINES MARKED "PUBLIC UTILITY EASEMENT" WITHOUT THE PRIOR WRITTEN CONSENT OF GRANTEES, AFTER INSTALLATION OF ANY SUCH FACILITIES, THE z to Z .2 SAID SUBDIVISION LIES ENTIRELY WITHIN THE LIMITS OF THE YORKVILLE COMMUNITY SCHOOL DISTRICT #115. GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED IN A MANNER SO AS TO INTERFERE WITH PROPER OPERATION AND MAINTENANCE THEREOF. THE TERM "COMMON d' Q <OWNER> ELEMENTS" SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN THE "CONDOMINIUM PROPERTY ACT", CHAPTER 765 ILCS 605/2(E), AS AMENDED FROM TIME TO TIME. THE TERM CV "COMMON AREA OR AREAS" IS DEFINED AS A LOT, PARCEL OR AREA OF REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE AS AN <ADDRESS> C U CITY CLERK <ADDRESS> APPURTENANCE TO THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT, EVEN THOUGH SUCH BE OTHERWISE DESIGNATED ON THE PLAT BY TERMS 'S, - v SUCH AS "OUTLOTS", "COMMON ELEMENTS OPEN SPACE", OPEN AREA", "COMMON GROUND", "PARKING AND COMMON AREA". THE TERMS "COMMON AREA OR AREAS" AND "COMMON 2 3 BY: ELEMENTS" INCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A BUILDING, SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL OR RETENTION POND, OR MECHANICAL L- 3 EQUIPMENT. (n ITS: CITY ENGINEER'S CERTIFICATE DATED THIS DAY OF A.D., 20 RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF GRANTOR/LOT OWNER, UPON WRITTEN REQUEST. C STATE OF ILLINOIS } EASEMENT PROVISIONS L SS NOTARY CERTIFICATE STATE OF ILLINOIS ) A NONEXCLUSIVE UTILITY AND DRAINAGE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH, NORTHERN ILLINOIS GAS COMPANY, COMMONWEALTH EDISON COMPANY, C COUNTY OF KENDALL) } SS CABLEVISION, OTHER PUBLIC UTILITIES AND HOLDERS OF EXISTING FRANCHISES GRANTED BY THE UNITED CITY OF YORKVILLE, ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND COUNTY OF ) ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY EASEMENT" (P.U.E.) AND BLANKET PUBLIC UTILITY AND DRAINAGE EASEMENT ACROSS OUTLOTS A, B, AND C TO W I, JOE WYWROT, CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE, DO HEREBY CERTIFY THAT THE REQUIRED CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND LINES UNDER THE IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE SURFACE OF THE "DRAINAGE AND UTILITY EASEMENT", INCLUDING WITHOUT LIMITATION TELEPHONE CABLES, GAS MAINS, ELECTRIC LINES, AND CABLE TELEVISION LINES AND ALL. I, _ A NOTARY PUBLIC, IN AND FOR SAID COUNTY, IN THE STATE AFORESAID, DO HEREBY CERTIFY THAT NECESSARY FACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND COMPLETION OF ALL REQUIRED IMPROVEMENTS. PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAMES ARE SUBSCRIBED TO THE PURPOSES, AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS THEREON. DATED AT YORKVILLE, ILLINOIS THIS DAY OF 2007. AFORESAID INSTRUMENT AS SUCH OWNERS, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED THAT THEY SIGNED THE A NONEXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, PLAT AS THEIR OWN FREE AND VOLUNTARY ACT FOR THE USES AND PURPOSES THEREIN SET FORTH. REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS AND SANITARY SEWERS, WITHIN THE AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY EASEMENT" (P.U.E.), TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. w U) GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF A.D., 20 N r- 0 CITY ENGINEER THE ABOVE NAMES ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON THE EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM, 0- z - OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED A5 PUBLIC UTILITY EASEMENT" (P.U.E.) AND BLANKET PUBLIC UTILITY AND DRAINAGE EASEMENT z 0 IE J "PUBLIC OUTLOTS A, B, AND C, WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR Q z - UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO. NO PERMANENT BUILDINGS, STRUCTURES, OBSTRUCTIONS SHALL BE CONSTRUCTED < Z CITY ADMINISTRATOR'S CERTIFICATE NOTARY PUBLIC IN, UPON, OR OVER ANY AREAS DESIGNATED AS "DRAINAGE AND UTILITY EASEMENT", BUT SUCH AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND N OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. N F 0 Z N � � STATE OF ILLINOIS ) THE OCCUPATION AND USE OF THE NONEXCLUSIVE EASEMENTS HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE DONE IN SUCH 0 0 SS 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 0 z 004 1­ CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER 50 AS NOT TO INTERFERE WITH, DAMAGE, OR DISTURB ANY z r- (n J TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. NO USE OR OCCUPATION OF 0 Q STATE OF ILLINOIS ) SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. ED 0 APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNITED CITY OF YORKMLLE, ILLINOIS, ) 55 Z FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED, SAID VILLAGE SHALL HAVE NO OBLIGATION im) z Y v THIS DAY OF 2007. COUNTY OF KENDALL) WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY; 0 PROVIDED, HOWEVER, THAT SAID VILLAGE SHALL BE OBLIGATED FOLLOWING SUCH MAINTENANCE WORK TO BACKFILL AND MOUND ALL TRENCHES CREATED SO AS TO RETAIN SUITABLE �- THIS INSTRUMENT NO. WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF KENDALL COUNTY 'A RESAID 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 .- YiOcRKMANLIiCE COC1DiT]Om CITY ADMINISTRATOR _ s ., ON THE DAY OF A.D., 20. AT O'CLOCK _M., AND RECORDED IN BOOK '�`r � ,, _ ` ► w .6 , . . ... := '"_�� ro.r. ;'- ., ., • = ;: : ,,A_ OF PLATS ON PAGE ADJACENT FARMS MORTGAGEE'S CERTIFICATE THE OWNER AND/OR DEVELOPER OF THE PROPERTY ACKNOWLEDGES THAT KENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND RESPECTS THE ROLE THAT FARMING _ STATE OF ILLINOIS ) GIVEN UNDER MY HAND AND NOTARIAL_ SEAL THIS DAY OF , A.D., 2Q CONTINUES TO PLAY IN SHAPING THE ECONOMIC VIABILITY OF THE COUNTY (ZONING INDICATOR A-1 OR AG SPECIAL USE), NORMAL AGRICULTURAL PRACTICES MAY RESULT IN z OCCASIONAL SMELLS, DUST, SIGHTS, NOISE AND UNIQUE HOURS OF OPERATIONS THAT ARE NOT TYPICAL IN OTHER ZONING AREAS. NO OBJECTIONS OR RESTRICTIONS OF SAID FARMING 0 Z SS ACTIVITY WILL BE ALLOWED EITHER BY THIS PLAT OR ANY HOMEOWNER'S ASSOCIATION DOCUMENTS, COVENANTS AND RESTRICTIONS DOCUMENTS OR OTHER SUCH DOCUMENTS GOVERNING THIS SUBDIVISION. 5;COUNTY OF ) Cn KENDALL COUNTY RECORDER STORMWATER MANAGEMENT PROVISION DO � � Z AS MORTGAGEE, UNDER THE PROVISIONS OF A CERTAIN MORTGAGE CERTIFICATE OF PLAT OFFICER ALL STORMWATER MANAGEMENT (S.W.M.) EASEMENTS ARE FOR THE INSTALLATION OF STORM SEWER AND DRAINAGE STRUCTURES AND ARE HEREBY GRANTED TO THE UNITED CITY [n RECORDED IN THE RECORDER OF DEEDS OFFICE OF COUNTY, HEREBY CONSENTS TO OF YORKVILLE AND THEIR RESPECTIVE SUCCESSORS AND ASSIGNS, TOGETHER WITH THE RIGHT TO INSTALL, OPERATE, MAINTAIN AND REMOVE THE FACILITIES THEREIN. THE 0 STATE OF ILLINOIS ) INSTALLATION OF FENCES, SHEDS OR OTHER BUILDINGS SHALL BE PROHIBITED WITHIN ALL STORMWATER MANAGEMENT (S.W.M.) EASEMENTS. AND APPROVES THE SUBDIVISION OF THE LAND AND THE GRANTING OF THE EASEMENTS DEPICTED HEREON. ) SS ¢ ~ U DATED THIS DAY OF A.D., 20-...- COUNTY OF KENDALL) ¢ w ACCESS EASEMENT PROVISIONS -� J 5; APPROVED THIS DAY OF A.D., 20_ AN ACCESS EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE ADJACENT LOT OWNERS AND THEIR GUESTS FOR PEDESTRIAN AND VEHICLE INGRESS AND EGRESS ACROSS Z BY. THE LOTS AS SHOWN HEREON. 0 ITS: KENDALL COUNTY PLAT OFFICER V NOTARY CERTIFICATE SUPERINTENDENT OF HIGHWAY CERTIFICATE CAD FILE 400534FPP.DWG STATE OF ILLINOIS ) STATE OF ILLINOIS } SS ) SS SURVEYOR'S CERTIFICATE COUNTY OF ) COUNTY OF KENDALL) STATE OF ILLINOIS ) ) S5 I, , NOTARY PUBLIC IN AND FOR THE STATE AND COUNTY AFORESAID, DO HEREBY CERTIFY THAT COUNTY OF DUPAGE ) J PERSONALLY KNOWN TO ME TO BE THE SAME PERSONS WHOSE NAME IS SUBSCRIBED TO THE FOREGOING . SUPERINTENDENT OF HIGHWAY IN AND FOR THE COUNTY AFORESAID DO HEREBY CERTIFY THAT THIS PLAT EXECUTION OF THE ANNEXED PLAT AND HAS BEEN EXAMINED BY ME AND FOUND TO COMPLY WITH THE HIGHWAY REQUIREMENTS AS SET FORTH IN THE REGULATIONS THIS IS TO CERTIFY THAT THE FOLLOWING DESCRIBED PROPERTY WAS SURVEYED AND SUBDIVIDED BY ATWELL-HICKS, L.L.C.., UNDER THE SUPERVISION OF AN ILLINOIS TH CERTIFICATE, APPEARED BEFORE ME THIS DAY IN PERSON AND ACKNOWLEDGED E E GOVERNING PLATS OF SUBDIVIDED LAND ADOPTED BY THE COUNTY BOARD IN AND FOR THE COUNTY AND STATE AFORESAID. PROFESSIONAL LAND SURVEYOR, AND THE PLAT HEREON DRAWN IS A CORRECT REPRESENTATION OF SAID SURVEY. ALL DISTANCES ARE SHOWN IN FEET AND DECIMALS THEREOF. ACCOMPANYING INSTRUMENTS FOR THE USES AND PURPOSES THEREIN SET FORTH AS HIS OR THEIR FREE AND VOLUNTARY ACT. THAT PART OF SECTIONS 21, 22, 27 AND 28, ALL IN TOWNSHIP 37 NORTH, RANGE 7 EAST, OF THE THIRD PRINCIPAL MERIDIAN, DESCRIBED AS FOLLOWS: COMMENCING AT AN EXISTING IRON PIPE STAKE SAID TO BE OVER THE ORIGINAL LOCATION OF A STONE IN THE CENTER LINE OF THE ORIGINAL BRISTOL AND OSWEGO ROAD PREVIOUSLY DESCRIBED GIVEN UNDER MY HAND AND NOTARIAL SEAL THIS DAY OF A.D., 20___ APPROVED THIS DAY OF A.D., 20�. AS BEING 23.05 CHAINS WEST AND THENCE NORTH 350 30' WEST, 11.02 CHAINS FROM THE SOUTHEAST CORNER OF SAID SECTION 22; THENCE NORTHERLY ALONG A LINE FORMING AN ANGLE OF 93°23'07" WITH THE CENTER LINE OF U.S. ROUTE NO. 34 (MEASURED FROM THE NORTHEAST TO NORTHWEST) THIS LINE HEREINAFTER REFERRED TO AS LINE "A" 30.05 FEET TO THE NORTHERLY RIGHT-OF-WAY LINE OF SAID ROUTE 34; THENCE NOIRTHWESTERLY ALONG LINE "A" AFORESAID 798.60 FEET; THENCE SOUTHWESTERLY, PARALLEL WITH SAID CENTER LINE, 332.0 FEET; THENCE SOUTH 38 DEGREES 09 MINUTES 45 SECONDS EAST. A DISTANCE OF 798.37 FEET TO THE -- AFORESAID NORTHERLY RIGHT-OF-WAY LINE OF ROUTE 34; THENCE SOUTH 55 DEGREES 13 MINUTES 22 SECONDS WEST, ALONG SAID NORTHERLY RICHT-OF-WAY LINE, A X3/29/2007 EASEF�ENTS/LANGUAGE NOTARY PUBLIC SUPERINTENDENT OF HIGHWAYS DISTANCE OF 2067.56 FEET TO THE POINT OF BEGINNING; THENCE CONTINUING SOUTH 55 DEGREES 13 MINUTES 22 SECONDS WEST, ALONG SAID NORTHERLY RIGHT-OF-WAY REVISIONS LINE, A DISTANCE OF 991.88 FEET; THENCE NORTH 82 DEGREES 24 MINUTES 13 SECONDS WESL A DISTANCE OF 77.16 FEET TO A POINT ON THE NORTHEASTERN SURFACE WATER DRAINAGE STATEMENT RIGHT-OF--WAY LINE OF COUNTRYSIDE PARKWAY RECORDED JULY 19, 2000, AS DOCUMENT 0009655 IN THE OFFICE OF THE KENDALL COUNTY RECORDER; THENCE NORTH 34 DATE DEGREES 47 MINUTES 02 SECONDS WEST, A DISTANCE OF 54.44 FEET; THENCE ALONG A CURVE CONCAVE TO THE SOUTHWEST, HAVING A RADIUS OF 1500.00 FEET, AN ARC 01/09/2007 TO THE BEST OF OUR KNOWLEDGE AND BELIEF, THE DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION OF LENGTH OF 1217.12 FEET AND A CHORD BEARING OF NORTH 58 DEGREES 02 MINUTES 05 SECONDS WEST AND A CHORD DISTANCE OF 1183.99 FEET; THENCE NORTH 53 SUCH SUBDIVISION OR ANY PART THEREOF OR THAT IF SUCH SURFACE WATER DRAINAGE WILL CHANGE, REASONABLE PROVISIONS HAVE DEGREES 44 MINUTES 46 SECONDS EAST, A DISTANCE OF 35.08 FEET; THENCE NORTH 09 DEGREES 05 MINUTES 57 SECONDS EAST, A DISTANCE OF 41.31 FEET; THENCE COUNTY CLERK CERTIFICATE BEEN MADE FOR COLLECTION AND DISCHARGE OF SURFACE WATERS INTO PUBLIC OR PRIVATE AREAS AND/OR DRAINS WHICH THE ALONG A CURVE CONCAVE TO THE SOUTHEAST, HAVING A RADIUS OF 440.00 FEET, AN ARC LENGTH OF 354.20 FEET AND A CHORD BEARING OF NORTH 32 DEGREES 09 STATE OF ILLINOIS ) SUBDIVIDER HAS A RIGHT TO USE AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY MINUTES 40 SECONDS EAST AND A CHORD DISTANCE OF 344.72 FEET; THENCE NORTH 55 DEGREES 13 MINUTES 22 SECONDS EAST, A DISTANCE OF 3454.56; THENCE SOUTH ) SS ACCEPTED ENGINEERING PRACTICES SO AS TO REDUCE THE LIKELIHOOD OF SUBSTANTIVE DAMAGE TO THE ADJOINING PROPERTY 38 DEGREES 09 MINUTES 45 SECONDS, A DISTANCE OF 60.14 FEET; THENCE SOUTH 55 DEGREES 13 MINUTES 22 SECONDS WEST, A DISTANCE OF 2323.85 FEET; THENCE BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. SOUTH 34 DEGREES 46 MINUTES 38 SECONDS EAST, A DISTANCE OF 1280.00 FEET TO THE POINT OF BEGINNING, ALL IN THE CITY OF YORKVILLE, KENDALL COUNTY, ILLINOIS. COUNTY OF KENDALL) THIS IS ALSO TO CERTIFY THAT UPON COMPLETION OF CONSTRUCTION, CONCRETE MONUMENTS, :AS SHOWN, AND IRON PIPES AT ALL LOT CORNERS AND POINT OF CHANGES IN ALIGNMENT WILL BE SET. I, COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID FORFEITED TAXES AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND INCLUDED 1N THE PLAT HE EON DRAWN. DATED THIS DAY OF A.D., 20 THIS IS ALSO TO CERTIFY THAT THE PROPERTY, AS DESCRIBED ON THE ANNEXED PLAT LIES WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE, ILLINOIS, WHICH HAS ADOPTED A COMPREHENSIVE PLAN. SCALE 0 50 100 FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITH THE PLAT HEREON DRAWN. , KENDALL COUNTY, ILLINOIS, THIS DAY OF A..., 20_. OWNER OR ATTORNEY THIS PROFESSIONAL SERVICE CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A, BOUNDARY SURVEY. GIVEN UNDER MY HAND AND SEAL AT I DO HEREBY CERTIFY THAT THE PROPERTY DESCRIBED HEREON FALLS IN ZONE C (AREAS OF MINIMAL FLOODING) ACCORDING TO THE FLOOD INSURANCE RATE MAP, COMMUNITY 1 = 100 FEET CH. PANEL NUMBER 170341 0020C WITH AN EFFECTIVE DATE OF JULY 19, 1982. DR. REW TCF Po ENGINEER P.M. T. PAIONK COUNTY CLERK BOOK 60 GIVEN UNDER MY HAND AND SEAL THIS DAY OF A.D. 2007. JOB 400534 TIMOTHY C. COPYRIGHT © 2007 ATWELL-HICKS ILLINOIS PROFESSIONAL LAND SURVEYOR N0. 35--3400 FILE NO. NO REPRODUCTION SHALL BE MADE WITHOUT THE MY CURRENT LICENSE EXPIRES NOVEMBER 30, 2008 SHEET 4 OF 4 1350-42-4 PRIOR WRITTEN CONSENT OF ATWELL-HICKS PRELIMINARY PLAT OF KLEINWACHTER SUBDIVISION THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9;THENCE WESTERLY,ALONG THE SOUTHERLY LINE OF SAID SECTION,2672.00 FEET TO THE TANGENT I CENTERLINE OF ILLINOIS STATE ROUTE NO.47,EXTENDED FROM THE SOUTH;THENCE SOUTH 00 DEGREES 00 MINUTES 00 SECONDS EAST,ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE,869.22 FEET;THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST,615.00 FEET;THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST,ALONG AN OLD CLAIM LINE,2297.34 FEET FOR THE POINT OF BEGINNING;THENCE SOUTH 24 DEGREES 54 MINUTES I9 Scale: 1 " = 100' SECONDS EAST,ALONG SAID OLD CLAIM LINE,415.50 FEET;THENCE NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST, 1026.51 FEET TO THE WESTERLY RIGHT OF WAY OF SAID ILLINOIS STATE ROUTE NO.47;THENCE NORTHWESTERLY,ALONG SAID WESTERLY RIGHT OF WAY BEING A CURVE TO THE LEFT WITH A RADIUS OF I 5395.88 FEET AND A CHORD BEARING OF NORTH 45 DEGREES 00 MINUTES 00 SECONDS WEST,AN ARC DISTANCE OF 415.61 FEET TO A LINE DRAWN NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST FROM THE POINT OF BEGINNING;THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST, 1025.60 FEET TO THE POINT OF BEGINNING IN KENDALL TOWNSHIP,KENDALL COUNTY,ILLINOIS AND CONTAINING 9.8125 ACRES. KLEINWACHTER DRIVE 11 UPPUBLICUMUff & DRAIIiAOHRAb[�IP3+T � f 1I IF I �� 60C3 � II 145E la I � � � I�� I_ ! 1O REAR I YARD MM1tAL,Z I a V v, n� ~ � � 115,Cho 1VmLur hV-73-&32 IE ir+r m K. GRAVES 8ox IC'PIIRL,CUTII.IIYk DR+wunaReA>m�rr Al ZONING KENDALL COUNTY / v' i TYPICAL LOT DETAIL 60B2 X52eq5I 045'& 0���,0� ���s"74s 4R L s LOTS O 7a761 �yL0400�C��O 1pZ5. A 4, S.uM � va 60C3 f/w1y 152 60C3 OT LOT- � / •a � L 6 � a;.'r� �' .t DBS Mn 1758 a;u9i r.+ _ las ypRp5ALx �' '` d► �` , a jcA$ QI P 744 37816.6 T T YUIY.•tiAAP. _ •� � - m��u.xa4.�y�.!' .�,»T�S'< � awz �f •Qa,3``j pp o 4 p,��'i ¢1v 754 + •., , .:/ ` �� � L�s 6+ - B us'°'" R-"F` •`1s�'. _ tea, �� L ll� -,•. � f � � ��A N 602to 733 �o n� LO 3W"..1cg'0 n 0400 `" y$OC3 , 0 00 a / St a 154 a .d / ^ 0 CI LY POTTINGER FARMS L.L.C. 's� LOT � i �a5 v O�y,O 0 f Al ZONING ;rka KENDALL COUNTY a a�a E)a s'IINOIIDUSE TO 0� % 16.6* 33'-0•&n is�• Ia-0 U • •,�� ON 12161 AC � (�� PLa1LIc i L 51-0" L TII.ITY SCS BUILDING I� � III 9'9E1i�`' I B3 ZONING ''er / KENDALL CO 751S'CONC M WAM 2•HCT CONC.BURPACE COURSE,CIJ (6.1I3ROl m 2.75•.Mr.CONC.9EOERCOURB9.CLJ It xP) 60B2 i IDAI+i'1IAL l i'BARRSE&= 10-TYPE•H'A00REGAYL RASH CDURSR T 6M6 ISO 1 q1B�W.W 1 W a�CLISM PREPARHDjN-lA8H COMPACTED TO93XA9DDII+IFD PRWM]t VD) ER 4 COMPACM C" 60C3 HeVN(IYP) i i SITE DATA LEGENDCURRENT ZONING A-1 AGRICULTURE PROPOSED ZONING R-71B-3 LAND USE LAND USE PERCENT TOTAL AREA 9.81 Ac. 1000/0 I ja FIILE HYDRANT MMB4UM LOT SIZES-12,000(80'x150) O UTILITY MANHOLESINGLE FAMILY LOTS-(9 LOTS) 3,82Ac. 38,9'/6 EXISING RESIDENCE 1.13 AC. 11.5% G.S.P. CJ.P.-CAST IRON PIPE DAYCARE(50 PARK1NO STALLi PRUVIM D4R R1WW) 1.44&. 14.7/6 COMMERCIAL(39PARKwa3-fALLsPROVmED3RREgARM) U.87 Ar. 8.8% -»- PROPOSED STORM MAINBUILDING COVERAGE(uacLopLKG RMT4+laRH U&NCH) 24,922 S.F. 5.8% ---W- PROPOSED WATER MAIN PAVEMENT COVERAGE()?}OCI.VI)M EWTINO RLMMiM 88,486 S.F. 20.7% -) - PROPOSEDSAIQITARYSEWER Qa PROPOSED STORM MANHOLE INTERNAL ILO.W. 1.84 Az. 18.8% � 0 PROPOS$p STORM INLET(S) OPEN SPACE 1.55 A4. 15.8% 0 PROPOSED WATER VALVE STORM WATER MANAGEMENT 0 PROPOSED WATER VALVE VAULT R-O.W.DEDICATION 0.29 Ac. 3.0°/6 O PROPOSED SANITARY MANHOLE TOTAL 9.81 Ac. 100% � i GROSS DENSITY(EXCLUDING DAYCAREICOM,MRCIAL) 0.96 DulAz. Laa]arr SHE TOPOGRAPHIC SURVEY PROVIDED BY: PRELMNARY LAND USE PLAN PREPARED BY: U)CAT" PHILLIP D.YOUNG AND ASSOCIATES,INC. SCHOPPE DESIGN ASSOCIATES,INC. � 1107B S.BRIDGE S'T'REET PHONE:(630)553-1580 126 S.MAIN STREET PHONE:(630)551-3355 �■�■ � ASSOCIATES ��®�'�� YORKVILLE,IL 60560 OSWEGO,IL 60543 FAX:(630)551-3639 PRELIMINARY ENGINEERING PROVIDED BY: ""M" ID SMITH ENGINEERING CONSULTA_ rS INC. LAND SURVEYORS, ' CI. 759 JOHN STREET PHONE:(630)553-7560 YORKVILLE,IL 60543 4 West Main Street Plano, Illinois 60545 Loc�TaoxMAP PREPARED: MARCH 30, 2007 (630j 552-7452 DESIGN FIRM NO. 184-004475 DWG# 2005-12628-001 B-PRELIM I FINAL PLAT OF Iliq 1 10 KLEIN SUBDIVIS N BEING A SUBDIVISION OF PART OF THE SOUTHWEST QUARTER OF SECTION 9,TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNrrED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS. 0' 100' 200' 300' A Scale. 1 1 44t j � 1 , n O LOT 1 FOR S.W1& LEGEND: El SET CONCRETE MONUMENT 0 toy O SET IRON `11 %/ LOT 4 S.W.M. STORM WATER MANAGEMENT 6�0�3 a� PU&DE PUBLIC UTILITY&DRAINAGE EASEMENT /Py w 'd cp. a o \� 4 �\ / %� b ,�1� LOT 2 ✓o i�GL / V FOR S.W.M_ U �o LOT s R�� 9 p LOT 6 \ Eryr /zo5 � pgD h33o ` , \ rlRv of � 4'-A�"G�� ,E LOT Try LOT 314 ° / -> 4S ?Tri, CEL pa O XteDssIBA L=3$.02' �v� � ryl tl3 �'o �, cL`�0 4t / N 90. 0'0 °W A 0.00 ,� ���' "� vor a� g$06 d5 V\ vs 0 NOTE: S KENDALL COUNTY HAS A LONG,RICH TRADITION IN AGRICULTURE �`r 'd app ^��m LOT 10�` ' AND RESPECTS THE ROLE THAT FARMING CONTINUES TO PLAY IN LOT AREAS �� $\ �� toLOT 9 Y� qo°� 013�1��V, THAT SUPPORTS THIS INDUSTRYS INDICATED BSHAPING THE ECONOMIC VIABILITY OF THE COUNTRY- PROPERTY ZONING LOT 1: 26,193.4 SQ.FT, � LOT 8 'ou< y., � / �,S INDICATOR-A-1 OR AG SPECIAL USE, ANYONE CONSTRUCTING A LOT 2: 41,557.0 SQ.FT. �\ / / RESIDENCE OR FACILITY NEAR THIS ZONING SHOULD BE AWARE LOT 3: 37,816.0 SQ.FT. THAT NORMAL AGRICULTURAL PRACTICES MAY RESULT IN t',,, /0 OCCASIONAL SMELLS,DUST,SIGHTS,NOISE AND UNIQUE HOURS OF LOT 4: 62,514.0 SQ.FT. �ZS OPERATIONS THAT ARE NOT TYPICAL IN OTHER ZONING AREAS. LOT 5: 20,783.0 SQ.FT. O `pa LOT 6: 15,994.2 SQ.FT. LOT 7: 42,097.3 SQ-FT. LOT 8: 49,056.1 SQ.FT. LOT 9: 12,047.3 SQFT. LOT 10: 12,106.7 SQ.FT. LOT 11: 14,715.7 SQ.FT. I 2672.01Y 10 a 16 15 ,v JA �k � w O s KLEINWACHTER DRIVE Q 1 lIY PUBLIC UTILITY & DRAINAGEEASEMENT 3d FRONT ` I YARD SETBACK I EASEMENT PROVISIONS HAI I �'d vl A NON-EXCLUSHVL'EASEMENT FOR SERVING THE SUBDLVLUON 1 AND OTHER PROPERCYWITH ELECIRECAND COMMUNICATION SERVICE FL, ! ly 10 l � IS HEREBY RESERVED FOR AND GRANTED TO Sal I I � I COMMONWEALTH EDISON COMPANY,AMERI'TECH ILLINOIS&"ILLINOIS BELL CELEPRONE COMPANY,GRANTEES. Il RESPECTIVE LICENSEES,SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO CONSTRUCT,OPERATE REPAIR, A >+ THEIR � � p11� IW MAINTAIN,MODIFY,RECONSTRUCT,REPLACE.SUPPLEMENT,RELOCATE AND REMOVE.FROM TIME TOTIME.POLES.GUYS, iA gI ANCHORS,WIRES,CABLES,CONDUCTS.MANHOLES,TRANSFORMERS.PEDESTALS,EQUIPMENT CABINETS OR OTHER FACA-IITFS rr�� Ill II` USED IN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION OFELECTRICTTY,COMMUNICATIONS,SOUNDS S.$9°3x44 W. �b AND SIGNALS IN,OVER,UNDER,ACROSS,ALONG AND UPON THE SURFACE OFTHE PROPERTY SHOWN WTCICU ITE])ASH{ED OR DOTTED LINES(or oimilu doaguation)ON THB PLAT AND MARKED'EASEMENT".'UTILITY EASEMENT".'PUBLICRIILTIY 61S.W I-� EASEMENT","P.0-E."(vr Wmilw deaign4fiou),THE PROPERTY DESIGNATED IN THE DECLARATION OF CONDOMINIUM AND�OR ON I I I THIS PLAT AS'COMMON ELEMENTS"AND TILE PROPERTY DESIGNATED ON THE PLAT AS'COMMON AREA OR AREAS",AND THE 1 I`� PROPERTY DESIGNATED ON THE PLAT FOR STREETS AND ALLEYS,WHETHER PUBLIC OR PRIVATE,TOGETHER WITH THE RIGHT 40 RPAR Ib I YARD SlilAAGK I b TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OP EACIT LOT AND COMMON AREA OR AREAS TO SERVE IMPROVEMENTS THEREON,OR ON ADJACENT LOTS,AND COMMON AREA OR AREAS.THE RLGH T TO CUT,TRIM OR REMOVE f TREES,BUSHES,ROOTS,SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAYBE f I J I`711 REASONABLYREQUIRED INCIDENT TO TELE FdGHTS IIER.EIN GIVEN.ANDTHE RLOHT TO BNTER UPON TIES SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE OBSTRUCTIONS SHALL NOT BE PLACED co O THE PLAT AND MVER GRANTEEW ITIES D IN, ____ J I� _ UPON OR OVERTHE PROPERTY WITHIN THE DASHED OR DO[TED LINES(or�imilu I� ) _ I - 'EASEMENT'."UTILITY EASEMENT'."PUBLIC UTILITY EASEMENT","P.UB.."(or si naar dcs�E OF THESUBDIVIDEDTHE?FJQR PROPERTY 10 PUBLIC UTILITY� DRAINAGE EASEMSBTT CONSENT OF THE GRANTEES-AFTERINSTAI-CATION OF ANY SUCH FACILITIES.V.THE SHALL.NOT BE ALTERED IN A MANNER SOAS TD INTERFERE WITH THE PROPER OPERATION AND MAINTENANCEDOM THEREOF. THIN TERM"COMMON ELEMENTS'SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM INTHE' CONDOMIHJJIMPROPFR77 ACT",CHAPTER 765 ELCS 66512,AS AMENDED FROM TIME TO TIME. I THE TERM"COMMON AREA OR AREAS"IS DEFINED AS A LO'C,PARCEL OR AREA OF THE REAL PROPERTY,TIRE BENEFICIAL TYPICAL LOT DETAIL USE AND ENIOyMENT OF WHICH IS RESERVED RTL WHOLE OR AS ANAPPORTIONMENT TO THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED DEVELOPMENT.EVEN THOUGH SUCIL MAY BE OTHERWISE DESIGNATED R THE --- PLAT BY TERMS SUCH AS"OUTLOTS',"COMMON ELEMENTS".'OPEN SPACE- -OPEN AREA'."COMMON GROUND"."PARICINO", NOT TO SCALE AND"COMMON AREA THE TERMS*COMMON AREA OR AREAS"AND"COMMON ELEMENTS'INCLUDE REAL PROPERTY i OCCUPIED BY A SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL.PROPERTY PHYSICALLY BUILDING,SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION POND OR MECHANICAL EQUIPMENT. RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTORJLOT OWNER,UPON WRITTEN RWM' STORMWATER MANAGEbLIaN'P EAS F11 ZROVL91ONS BINITED[TTY OF YORKVII.I.E AN EASEMENT IS HEREBY RESERVED FOR AND GRAI TO THIN UNITED CITY OF YORKVILLE AND IO ITS SUCCESSORS AND ASSIGN3.OVERALL OF ILS AREAS MARKED'SCO81 ATF$ IArFsa>rrr FASEb4EHCT"(abinerialcd SMS)ON TILE PLAT FOR EASEMENT PROVISIONS THE PERPETUAL RIGHT,PRIVILEGE,AND AUTHORITY O SURVEY,OOHLYIBIiCl;RECONSTRUCT.WM,REPAIR INSPECT.MAINTAIN PIIBLLC UTILITY AND DRAINAGE EASEMENT AND OPEIZA'II STORM SEwEHSAND THE EWER w A 1 AG�dBtT IC AM CA3 MUNICTTIO ANY AND LES.CONNECTIONS,NY MANHOLES.CATCH BASINS.SANITARY SEWERS,WA MAINS.F1 ECTAIC AHln COLLMUNICAT[ON CABLES.CONNECL IONS, DITCHES,S WALES,AND OTHER STRUCTUP.ES AND A TRNANCES AS YAY BE DMPEMED NECESSARY BY SAID CITY,OVER, ANON-EXCLUSIVE RESERVED FOR AND GRANTED To THE UNITED CITY OFYORKVILLE.ILLINOISTO UPON.ALOHG,UNDERANDTHROUGH3AIDDINLCAI FASF�SBrrTOGETEi]iitwlC3fTI RIGIffOFACCFS3ACROSST1tB CONSTRUCT,INSTALL,RECONSTRUCT,REPAIR REMOVE.RIPE AGE AND INSPECT FACQ]T1E5 FOR THE TRAN5IdISSION AND PROPERTY FOR NECESSARY MENAND EQUH�ffi!C i`' DO ANY OF THE ABOVE WORE[THE RIGHT IS ALSO GRANTED TO CUT DIS TREBUf LON OF WAFER STORM SEWERS,SANITARY SEWERS,GAS.ELECIR1Cf1 Y.TELEPHIONE.CABLE TELEYLSION LINH3. DOWN.TRIM OR REMOVE ANY TREESs UBSORO r PLANTS OHTNIs EASEMENT THAT INTERFERE WITH TIEOPERATIOli AND ALL NECESSARY APPURTENANT ERS.S IES THERETO,WITHIN THE AREAS SHOWN ON THE PIATAS'PUBIIC UTILITY A OF SEWERS OR OTHER UTI.ITTES NO PERMANENT 31 GS SHALL as PLACED ON SAID EASEMENT.NO CHANGE TOTHIB DRAINAGE EASEMENT,,'COGE71iER WITH A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY TOpOGRApHY OR STORMWATER MANAGEMENT STR WIII@L TI'S E 1eP1� TA SMALL BE MADE WITHOUT AND REQUIRED FOR SUCH USES AND PURPOSES THE UNITED CITY OF YORKVILLE,AND ITS AGENTS.SUCCESSORS AND EXPRESS WRMEN CONSENT OF THE CITY EH:GINEP.BUT SAME MAY BE UsW FOR PURPOSES THAT DO NOT TLLEN OR LATER ASSIGNS MAY PERMIT HOLDERS OF EXISTING FRANCHISES WITH THE CITY TO OCCUPY SAID EASEMENTS.SAID HOLDERS INTERFERE WITH THE AFORESAID USES OR RIGHTS BEING BOUND BY THE TERMS DESCRIBED IN THESE EASEMENT PROVISIONS. THIN OWNER OF THE PROPERTY SHALL RMJwLAHHT RESP J BIBLE IDRTHE MAINTENANCE OF THE S'1'ORMWATFR MANAGEMENT T11E ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHTTO ENTER UPON EASEMENTS HEREIN DESCRIBED FORUM AREA AND APPURTENANCES.THE UNITED CITY OF Y XXVII.LB WILL nU R3L UNLYEMERGE NCYPROCEDURES AS DEEMED USES HEREIN SET FORTH AND THE RIGHT TO CUT.TRIM.OR REMOVE ANY TREES,SHRUBS OR Orl HER PLANTS WIT}{DJ THE NECESSARY BY TEE CITY EN' NEE a OF THE UNITED CITY OF YOFKY1LiF AREAS DESIGNATED AS"PUBLIC UTILITY AND DRAINAGE EASEMENT"WINCH INTERFERE WITH THE CONSTRUCTON, I I INSTALLATION.RECONS IRUCTION.REPAIR.REMOVAL,REPLACEMENT,MAINTENANCE AND OPERATION OFT HEIR LANDS CAPE BUFFER EASEMENT PRO IONS UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO PERMANENT 1 BUILDINGS.STRUCTURES.OR OBSTRUCTIONS SHALL BE CONSTRUCTED IN.UPON.OR OVER AREAS DESIGNATED AS THE UNITED CITY OF YORKVH14ITS SUCCESSORS,I ENSEO AND ASS)GIU.ARE HEREBY GEM EASEMENT RIGHTS OVER "PUBLIC UTILITY&DRAINAGE EASEMENT',BUT SUCH AREAS MAY BE USED FOR GARDENS.SHRUBS,TR EES.IANDSCAPAIQ ALL AREAS ON THE PLAT MAFKED'LANDSCAP9 BUF EASEMENT`TO INS!TALI PLANT.MAINTAIN.INSPECT[.RP.MOVE AND DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOTUNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED' REPLACETREIS,SHRUBS•BUSIHES.GRASS.FIANTS,fipUNDCOVERS AND OTHER FORMS OF VEGETATIONAND LANDSCAPING THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED FEATURES.NO TEMPORARY OR PERMANENT VEGETATION BUILDE 'ST2`UCIVRES OR OBSI LACE DEAONS SHALL S E PLACED ETOR OVER SAID ENTITIES BY EACH OF SUCH ENTTIM SH^T L BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE BASEMENTS NOR SHALL ANY SUCH VEGETATION EE - YES(E%CEPT TO REPLACE DEAD OR DISEASED VEGETATION WITH OCCUPATEONANDUSE THEREOF BYOTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED.THE LIKE VEGh7ATION)V WITHOUT THE WiRITIF�IAUIkiO OF THE UNITED CITY OF YOurvr►.r.R R g ASSOCIATES CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS TIM OWNER OF TILE PROPERTY SHALL BE PERPE UA Y RESPONSIBLE FORTHE PROPER MAINTENANCE OF THE LANDSCAPE NOT TO IN fERFERE WITH,DAMAGE,OR DISTURB ANY TRANSMLSSION AND DFSTRRE ION SYSTEMS AND FACILITES APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED ORCROSSED.NO USEOROCCUPATfON OF BIIFFEREASI:MEN TAREAS AND ApPURTENAJ"CFS- SAIDEASEMENTS BY TLE,ABOVE NAMED ENTITLES SHALL CAUSE ANY CHANGE]II GRADE OH 1MPAIROR CIIAJJGE THE N D SURVEYORS, 1 N C SURFACE DRAINAGE PATTERNS. FOLLOWING ANY WORKTO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE EXERCISE OF ITS EASEMENT RIGHTS 4 West Main Street HEREIN GRANTED,SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION,INCLUDING BUT NOT LIMITED TO,TIM RESTORATION,REPAIR OR REPLACEMENT OF PAVEMENT.CURB,GUTTERS,TREES.LAWN OR SHIRUBBERY, PROVIDED,HOWEVER,THAT SAID CITY SHALT.BE OBLIGATED.FOLLOWING SUCH MAINTENANCE WORK,To HACKFI.E.AND Plano, Illinois 60545 MOUND ALL TRENCH CREATED 50 AS TO RETAIN SUITABLE DRAINAGE TO CULD PATCH ANY ASPHALT OR CONCRETE SURFACE,'f0 REMOVE ALL EXCESS DEBRIS AND SPOU-AND TO LEAVE THE MAIN CENANCE AREA IN A GENERALLY CLEAN AND (63Q) 552-7452 WORKMANLIKE CONDITION. REVISED MARCH 3U 2007 PAGE I of 2 DESIGN FIRM NO. 184-004475 DWG# 2005-72628-007B (SUB7) FINAL PLAT t OF KLEINWACHTER SUBDIVISION BEING A SUBDIVISION OF PART OF THE SOUTHWEST QUARTER OF SECTION 9,TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YORKVILLE,KENDALL COUNTY,ILLINOIS. SURVEYOR' S CERTIFICAT E CITY COUNCIL CERTIFICATE STATE OF ILLINOIS ) STATS OF ILLINOIS )SS SS COUNTY OF KENDALL) COUNTY OF KENDALL) APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,ILLBJOIS,THIS DAY THI S IS TO CERTIFY THAT I,RONALD D.BAUER,ILLINOIS200_, PROFESSIONAL LAND SURVEYOR NO.35-2352,AT THE REQUEST OF THE OWNER(S)THEREOF,HAVE SURVEYED,SUBDIVIDED AND PLATTED THE FOLLOWING DESCRIBED PROPERTY: OF THAT PART OF THE SOUTHWEST QUARTER OF SECTION 9,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN SIGNED: DFSCRMED AS FOLLOWS:COMMENCING AT THE SOUTHEAST CORNER OF SAID SECTION 9;THENCE WESTERLY.ALONG THE PRINTED SOUTHERLY LINE OF SAID SECTION,2672,00 FEET TO THE TANGENT CENTERLINE OF ILLINOIS STATE ROUTE NO.47,EXTENDED FROM NAME: TI-M SOUTH;THENCE SOUTH 00 DEGREES 06 MINUTES 00 SECONDS FAST,ALONG SAID TANGENT CENTERLINE EXTENDED AND SAID TANGENT CENTERLINE,869.22 FEET;THENCE SOUTH 89 DEGREES 34 MINUTES 04 SECONDS WEST,615A0 FEET;THENCE NORTH 24 DEGREES 54 MINUTES 19 SECONDS WEST,ALONG AN OLD CLAIM LINE,2297.34 FEET FOR THE POINT OF BEGINNING.THENCE.SOUTH 24 DEGREES 54 MINUTES 19 SECONDS EAST,ALONG SAID OLD CLAIM LINE,415.50 FEET;THENCE NORTH 65 DEGREES 13 M 4MS 06 SECONDS EAST,1026.51 FEET TO THE WESTFRLY RIGHT OF WAY OF SAID ILINOIS STATE ROUTE NO.47;THENCE NORTHWESTERLY, ALONG SAID WESTERLY RIGHT OF WAY BEING A CURVE TO THE LEFT W17H A RADIUS OF 5395.88 FEST AND A CHORD BEARING OF CITY CLERK'S CERTIFICATE NORTH 45 DEGREES 00 MINUTES 00 SECONDS WEST,AN ARC DISTANCE OF 415.61 FEET TO A LINE DRAWN NORTH 65 DEGREES 13 MINUTES 06 SECONDS EAST FROM THE POINT OF BEGINNING;THENCE SOUTH 65 DEGREES 13 MINUTES 06 SECONDS WEST,1025.60 FEET STATE OF ILLINOTS) TO TTIE POINT OF BF.GENMNG IN KENDALL TOWNSHIP,KENDALL COUNTY,ILLINOIS AND CONTAINING 9.8125 ACRES )SS I FURTHER CERTIFY THAT THE PLAT HEREON DRAWN IS A CORRECT AND ACCURATE REPRESENTATION OF SAID SURVEYAND SUBDIVISION. COUNTY OF KENDALL) ALL DISTANCES ARE SHOWN IN FEET AND DECIMAL PARTS THEREOF, APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKVILLE,ILLINOIS,BY I FURTHER CERTIFY THAT NO PART OF THE ABOVE DESCRIBED PROPERTY 15 LOCATED WITHIN A SPECIAL FLOOD HAZARD AREAAS ORDINANCE No. AT A MEETING HELD THIS DAY OF__— �200 . IDENTIFIED BY THE FEDERAL EMERGENCY MANAGEMENT AGENCY BASED ON FIRM 170341 0075 C,DATED,JULY 19,1982.ALL OF THE PROPERTY IS LOCATED IN ZONE C.AREAS OF MINIMAL FLOODING. I FURTHER CERTIFY THAT ALL SUBDIVISION MONUMENTS WILL BE SET AND HAVE.DESCRIBED THEM ON Ti ITS FINAL.FIAT AS REQUIRED BY SIGNED: THE PLAT ACT(765 I-CS 205/).TIS EXTERIOR SUBDIVISION MONUMENTS HAVE BEEN SET AND INTERIOR MONUMENTS WILI,BE SET WITHIN 12 PRINTED MONTHS OF THE RECORDING OF THIS PLAT(SECTION 1270-56 OF THE ILLINOIS PROFESSIONAL LAND SURVEYOR ACT OF 1989) NAME. I FURTHER CERTIFY THAT THE PROPERTY SHOWN ON THE PLAT HEREON DRAWN IS SITUATED WITHIN THE CORPORATE LIMITS OF THE UNITED CITY OF YORKVILLE,ILLINOIS,WHICH IS EXERCISM THE SPECIAL POWERS AUTHORIZED BYDIVISION 12 OF ARTICLE I1 OF THE ILLINOIS MUNICIPAL CODE AS AMENDED. n� CITY PLAN COMMISSION CERTIFICATE GIVEN UNDEyyy HAND AND SEAL AT PLANO ILLINOIS,THIS �� DAY OF pr��,/7�f/ ,200 . STATE OF ILLINOIS) SS COUNTY OF KENDALL) ILL IS PROFESSIONAL LAM YOR,NO.2352 APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE UNITED CITY OF YORKVILLE,ILLINOIS,THIS DAY Li=se Expires 11-30-2008 OF__ 200_ OWNERSHIP CERTIFICATE SIGNED: PRINTED STATE OF ILLINOIS ) NAME: )SS COUNTY OF 1 THIS 1S TO CERTIFY THAT THE OLD SECOND NATIONAL BANK,AN ILLINOIS BANKING CORPORATION,AS TRUSTEE,UNDER THE PROVISIONS OF CITY ADMINISTRATOR'S CERTIFICATE A TRUST AGREEMENT DATED.AND KNOWN AS TRUST NO,8051,AND NOT INDIVIDUALLY 15 THE FEE SIMPLE OWNER OF THE PROPERTY DESCRIBED IN THP.FOREGOING SURVEYOR'S CERTIFICATE AND THAT SAID BANK HAS CAUSED THE SAME TO BE SURVEYED, STATE OF ILLINOIS) SUBDIVIDED,AND PLATTED AS SHOWNIMEONFOR THE USES AND PURPOSES HEREIN SET FORTI1 AS ALLOWED AND PROVIDED FOR BY )SS STATUTE,AND SAID BANK AS TRUSTEE,AND NOT INDIVIDUALLY,HEREBY ACKNOWLEDGES AND ADOPTS TIM SAME UNDER THE STYLE AND COUNTY OF KENDALL) TITLE AFORESAID. THE UNDERSIGNED HEREBY DEDICATES FOR PUBLIC USE THE LANDS SHOWN ON THIS PLAT FOR THOROUGHFARES,STREETS,ALLEYS AND APPROVED AND ACCEPTED BY THE CITY ADMINISTRATOR OF THE UNITED CITY OF YORKVILLE,ILLINOIS,TIES DAY PUBLIC SERVICES,AND HEREBY ALSO RESERVES FOR ANY ELECTRIC,GAS,TELEPHONE,CABLE TV OR OTHER TELECOMMUNICATIONS OF 206 COMPANY UNDER FRANCHISE AGREEMENT WITH TIM UNITED CITY OF YORKVILLE,THEIR SUCCESSORS AND ASSIGNS,THE EASEMENT — — PROVISIONS WHICH ARE STATED HEREON. THE UNDERSIGNED FURTHER CERTIFY THAT ALL OF THE LAND INCLUDED IN THIS PLAT LIES WITHIN THE BOUNDARIES OF YORKVILI.E SIGNED: COMMUNITY UNIT SCHOOL DISTRICT 115. PRINTED NAU R: DATED AT ILLINOIS,THIS DAY OF 200_; OLD SECOND NATIONAL BANK AS TRUSTEE OF TRUST NO.ROS I AND NOT PERSONALLY. COUNTY ENGINEER'S CERTIFICATE STATE OF ILLINOIS ) -ADDRESS — COUNTY OF KENDALL) 1 SIGNED: ACCEPTED AND APPROVED THIS DAY OF 200 PRINTED NAMR: SIGNED: TITLE: PRINTED NAME; NOTARY CERTIFICATE IDOT CERTIFICATE STATE OF ILLINOIS } SS THIS PIAT HAS BILIN APPROVED BY THE ILLINOIS DEPARTMENT Nf OF TRANSPORTATION WITH RESPECT TO ROADWAY ACCESS PURSUANT TO COUNTY OF J PARAGRAPH 2 OF'AN ACT TO REVISE THE LAW IN RELATION TO FLATS',AS AMENDED. A PLAN THAT MEETS THE REQUIREMENTS CONTAINED IN THE DEPARTMENT'S'POLICY ON PERMITS FOR ACCESS DRIVEWAYS TO STATE HIGHWAYS'WILL BE REQUIRED BY THE DEPARTMENT. L_ .A NOTARY PUBLIC IN AND FOR THE COUNTY AND STATE APORF-SAID,DO HEREBY CERTIFY SIGNED: THAT AND PERSONALLY KNOWN TO ME TO BE OFFICERS OF THE OLD SECOND PRINTED NATIONAL BANK,AS SHOWN ABOVE,APPEARED BEFORE ME THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS,THEY SIGNED AND NAME: DELIVERED THE SAID INSTRUMENT AND CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARYACT AND AS THE FREE AND VOLUNTARY ACT OF SAID BANE:AS TRUSTEE UNDER TRUST NO. 8051,DATED FOR THE USES AND PURPOSES THEREIN SF.T FORTH. GIVEN UNDER MY HAND AND NOTARIAL SEAT.THIS DAY OF .2w-. COUNTY CLERK'S CERTIFICATE STATE OF ILLINOIS ) )SS NOTARY PUBLIC COUNTY OF KENDALL) I, COUNTY CLERK OF KENDALL COUNTY,ILLINOIS,DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES,NO UNPAID CURRENT TAXES,NO UNPAID FORFEITED TAXES,AND NO REDEEMABLE,TAX SALES AGAINST ANY OF THE LAND REGISTERED PROFESSIONAL E NGI N E ER`SIOWNERS CERTIFICATE INCLUDED IN TIE?PLAT HEREIN DRAWN. I FURTHER CERTIFY THAT I HAVE RECEIVED ALL STATUTORY FEES IN CONNECTION WITI I THE PLAT HEREIN DRAWN. STATE OF ILLINOIS ) GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, ILLINOIS,TIES DAY OF )SS COUNTY OF -� 200 . WE. AN ILLINOIS REGISTERED PROFESSIONAL ENGINEER, AND SIGNED; OWNERS OF THE ATTACHED SUBDIVISION SUBMIT THE TOPOGRAPHICAL AND PROFILE STUDIES AND CERTIFY PRINTED THAT,TO THE BEST OF OUR KNOWLEDGE AND BFLMF.TIT-DRAINAGE OF SURFACE WATERS WILL NOT BE CHANGED BY THE CONSTRUCTION NAME; OF TATS SUBDIVISION OR ANY PART TIMREOF,OR,THAT IF SUCH SURFACE WATER DRAINAGE WILL BE CHANGED,REASONABLE PROVISIONS HAVE BEEN MADE FOR COLLECTION AND DIVERSION OF SUCH SURFACE WATERS INTO PUBLIC AREAS,OR DRAINS WHICH THE SUBDIVIDER HAS A RIGHT TO USE,AND THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE WITH GENERALLY ACCEPTED ENGINEERING PRACTICE SO AS TO REDUCE THE LIKELYHOOD OF DAMAGE TO THE ADJOINING PROPERTY BECAUSE OF THE CONSTRUCTION OF THE SUBDIVISION. RECORDER'S CERTIFICATE DATED THIS DAY OF_�2M STATE OF ILLINOIS J SIGNED: )SS PRIED COUNTY OF KENDALL) NAME: THIS INSTRUMENT NO. WAS FILED FOR RECORD IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS,ON THIS DAY OF 200_—,AT O'CLOCK�.M. CITY ENGINEER'S CERTIFICATE SIGNED: PRINTED STATE OF ILLINOIS) NAME: )SS COUNTY OF KENDALL) I,JOE WYWROT,CITY ENGINEER FOR THE UNITED CITY OF YORKVILLE,DO HEREBY CERTIFY THAT THE REQUIRED]MPROVFMENPS 14AVF. BEEN INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS, DATED AT YORKVILLE,I.IANOM TIES DAY OF 200 SIGNED. PRINTED NAME: R B & ASSOCIATES LAND SURVEYORS, 1 N C. 4 West Main Street Piano, Illinois 60545 Of 2 (630) 552-7452 PAGE 2 DESIGN FIRM NO. 184-004475 DWG# 2005-12628.001 B (SUB7)