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Plan Council Packet 2006 07-27-06 United City of Yorkville Memo J 't` 800 Game Farm Road EST. -� ;,1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 0.p p Fax: 630-553-7575 PLAN COUNCIL AGENDA Thursday, July 27, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Corrections: July 13, 2006 2. 9:30 a.m. PC2006-53 - Bristol Bay Unit 8 Final Plat 3. 10:00 a.m. PC2006-54- Bristol Bay Unit 9 Final Plat 4. 10:30 a.m. PC2006-55 - Bristol Bay Unit 10 Final Plat 5. 11:00 a.m. PC2006-56 - Blackberry Woods Final Plat Plan Council July 13,2006 Attendees: John Crois, Interim City Administrator John Whitehouse, EEI Eric Dhuse,Director of Public Works Bill Dunn,EEI Anna Kurtzman,Planning Coordinator Joe Wywrot,City Engineer Travis Miller,Comm.Dev. Director Rebecca Houseman,Building Safety Guests Craig Knoche,Knoche Engineering Dan Kramer,Attorney Randy Witt,Lundmark Group Tim O'Keefe, O'Keefe Family Jim Urhausen,Lundmark Group Bill Grieve, GHA Kate McCracken,HMMC Bill Broderick,Property Concepts Vince Rosanova,DBCW,Ltd. Jim Uecker,JAS Associates Matt Whisler,JAS Associates Patrick Hughes,Ocean Atlantic Ryan Walter, Cemcom Chris Lannert,Lannert Group Greg Stevens,Lannert Group David Peregrin,Ocean Atlantic The meeting was called to order at 9:35 am by Joe Wywrot. Corrections of the June 22 meeting were made. Dave Mogle stated that the Westbury Village would not be the sole presenter at the Park Board meeting on July 13. O'Keefe Water Park annexation: rezoning and preliminargplan The petitioner is seeking annexation and zoning of approximately 141 acres. They are proposing a sub- division of four lots. Lots 2 and 3 will be used for the water park,and lot 4 will be for further commercial usage. Travis Miller stated B-3 zoning is appropriate and supported by the comprehensive plan. The plan,as recommended in the comprehensive plan, shows an east west connection from Rt.47 connecting to the east. Prior to preliminary plat approval,the subdivision control ordinance requires a preliminary plan submission. It is the city's understanding that each lot's developer will have its own site plan submittals following subdivision approval. Minimum engineering requirements must be met, and should be included with the preliminary plan submittal. Mr.Miller stated that proposed building layouts and footprints should be on each lot.Tim O'Keefe stated there are no end users proposed for the northern most lot. Mr.Miller stated the city would ask for setbacks on the plat,which would show the build-able envelope. All access points should be shown on the preliminary plan,as well as public roads from Rt.47 and Galena Road. In addition all utilities and general grading should be shown. The developer will have a meeting with Anna Kurtzman,determining the buffer yard requirements between lots, and other property uses. If variations or deviations are needed,this information should be given to the city. John Whitehouse and Bill Dunn stated they had previously completed reviews of the plat and the plat of annexation,which should be included in the plan council packets. Lot 1 will be retained by Tim O'Keefe,and John asked if he would be doing a final plat of Lot 1. Needed on the preliminary engineering plan will be the water main looping and the sewer line extensions that serve all lots.If any properties north of Galena Rd. will be served by sewer,these should be shown on the plan. If all is platted in one final plat,all the improvements should be included in the letter of credit. Mr.Knoche has completed the topography survey. Standard easement and right of way language recommended by the city was discussed by John Whitehouse. Some storm water will come from north of Galena Rd. going to the basin,and needed is routing to the basin. This depress ional storage area is not an Army Corp jurisdictional wetland. If the developer is participating in the regional storm water management, 100 yr. flows must be conveyed to the basin. Fill on the site must be above the high water level of the basin. Excavation of material from this basin can be used for fill. For all material excavated the developer is providing volume in the regional basin. There may be a credit given for materials excavated as to the amount of storm water detention volume that is needed for the site. The outlet pipe will be 10' below the high water level. 1 IDOT's access points have been forwarded to the developer. John Whitehouse, in an exhibit provided, moved the south easement so the north line of the access point would abut the southern O'Keefe property line.Thus the road will not be built over the YBSD sewer and spacing requirements are met. There has been a request for recapture participation on the northwest and southwest corners of the intersection, and there is no road extension proposed to the west. Westbury Blvd. is in the middle of lot one. Mass grading permits are contained in the sub-control ordinance(comment# 10). There are three aspects to right of way acquisitions on this property: 1) Galena Rd. is a 60 foot half right of way that the county engineer requires,which is an additional 20 feet of right of way off Lot 1; 2)Regarding Rt.47,any time an access permit is applied for on a state highway,the state looks at long range improvement plans. The state does not want to get in a land acquisition position regarding any highway improvements because the additional construction costs if a wait is necessary for right of ways. The state needs approximately 55 feet along Rt. 47. Because of the IDOT's SRA angle realignment for Galena Rd./Rt. 47 intersection, some of the requirement regarding the urban cross section vs. rural cross section have changed. The intention is as lanes are added in the future,these would be added to the inside,to take away from the wide median width. John Whitehouse stated the city would be receiving information regarding 1)additional right of way width based on the access and right of way study that IDOT has accepted and 2)the additional width beyond the 50-55' foot right of way based on the realignment of Galena Road. The city is looking for the developers funding cooperation and local initiatives for rebuilding Rt. 47. The existing Rt. 47 will be the two existing south bound lanes. Two new north bound lanes will have left and right turn lanes at the intersections, and ultimately would be the eastern most lanes. Future lane needs would go into the median. Tim O'Keefe questioned speed limits,metering and signalization along Rt. 47,to possibly lessen the number of acres along Rt. 47 that would be impacted because of improvements. John Whitehouse stated that IDOT believes the rural designation is no longer appropriate. A reduction in speed is not,he believes,in the short term a reality. John Whitehouse stated that the 3/4 mile stretch and the 55' width will require approximately 5 acres of land from the O'Keefe's and additional right of way,which would be shared, is approximately 3 acres. The Wal-Mart right of way will be increased from 100-155 feet. Mr.Knoche asked if this might be reduced. John Whitehouse explained that long term future plans include three lanes in each direction, dual left turn lanes at the signalized intersections, and right turn lanes at these intersections. IDOT is allowing this project to occur within the permitting process. Temporary pavement scenarios are considered unwise,according to John Whitehouse,because this is being considered by the city as a commercial corridor bringing in sales tax revenue. Mr. Knoche asked if a mix of right of way and public no build easement might be possible along the east side. John Whitehouse stated that, specifically,along the eastern frontage is the electric lines. They will need to be moved only one time. The city prefers the lines be underground. Dave Mogle asked the 10' bike trail in lieu of sidewalk along the south side of Galena Road. It should be shown on the preliminary plan and will be a part of the regional bike trail. It can be noted on the plat and understood that it is part of the improvements,and the trail's route may change. John Whitehouse said the geometry of the access road is 500 ft. minimum radius, and the internally the city will discuss waiving the tangent between the reverse curbs to soften the curbs. Residential subdivision speed limit is 30 mph.Joe Wywrot stated the city would be unable to accept the 118 foot center line radius as proposed by Mr. O'Keefe. The developer is being asked to develop the road with larger commercial vehicles in mind. The development of Lot 1 is,at this point,not a certainty. On the first curve from Rt. 47,Mr. O'Keefe hopes to net 300 ft.of the right of way take to the point where the curb starts to maximize the use of the out lots.John Whitehouse proposed looking at the spacing on the intersection on Galena,moving it 80 ft.to the north to help the curve flatten out. The original water main plan had an extension along Galena Rd. to Route 47 water main through the O'Keefe property, connecting at the Rt.47 intersection. This has been revised to go through Bristol Bay,which would reduce the overall cost. Any credit consideration should be addressed in the annexation agreement. Anna Kurtzman stated the preliminary plan should include building setback lines. The developer should not have any building closer than 50 feet to any property line. Cross access to all lots should be included on the plans. Annexation and zoning of this property is scheduled for the July 26 b plan commission. The re-submittal of the preliminary plan will be at the August 14`h plan council. 2 Westbury West. Middle and North Village Concept PUD The BKFD is requesting a fire station near Beecher Road,near the I-M single family entrance.Beecher Road frontage is needed. Travis Miller stated the city has received the draft annexation agreement and is under review. The petitioner is proposing a density greater than 1.5-2.25,as recommended in the comprehensive plan. The 3.6 gross density,proposed on the concept plan should not include commercial,maintenance or right of way areas, is incorrect,and recalculated should be 3.83 units per acre. Chris Lannert stated they are blending south and east, in regards to the entire plan. Travis Miller stated the current annexation would be just for the new portion. Regarding the PUD ordinance section I 1-1-4,and a gross density question,Mr. Miller will research and verify with the developer and correct if needed. His table illustration is intended to point out the density concentrated areas. Travis Miller needs definitions for villa,courtyard and condo/flat as proposed on the concept plan and a typical lot layout for each. It is staff s opinion that there is 267 acres of open space,and the park board will determine the number of acres which will be dedicated for parks. A zoning plat should be provided to the city with a legal description included. Travis Miller suggested the developer should consider articulating sketches or narratives with architectural styles,facade improvements,and masonry for the golf course. The appearance code is also applicable. Ordinance PUD plans should provide footprints, vegetation types and sizes, and a written statement regarding transportation impacts to this PUD. Per the developer a traffic study was done on the east side and the city will receive a copy of this. Dan Kramer stated they had met with Plano schools and they would like the developer, most likely, not to put a school on the site. The developer will be funding the school site on the east village and will meet with Dr. Engler, following up on methods of financing. It is uncertain if the district will ask for an additional school site. Dave Mogle is asking for regional 10' bike trails, in lieu of sidewalks: 1)west side of Beecher Rd.; 2)east side of Eldamain Rd.; 3) south side of Galena Rd.;and 4)west side of W.Village Boulevard. Mr.Mogle would consider rerouting the trail north up W.Village Blvd.to Eldamain Rd. and connecting to Galena Road trail,rather than having the two trails so close in proximity. A trail is needed on the west side of Rob Roy Creek, shown on the east village,connecting to the south. The trails can straddle the right of way line. Mr.Mogle would like a park sites: 1)north of Westbury Blvd. and east of Beecher Rd.—5 acres or more; 2)north of Corneils Rd. and east of Beecher Rd.—5 acres or more (3 11 units ); 3)west of W.Village Road and north of the Yorkville/Plano school districts— 10 acres or more(600 units). There is a 5 acre park proposed just south of the 6-W/R-4 acres west of the Com Ed easement. The developer hopes to use the Com Ed right of way areas to develop field and sports activities in these right of ways. Park sites should have road frontage on two sides and off street parking. Historically,the park board does not give credit for detention or open space, however,Mr. Mogle is uncertain if the park board would give credit for the golf course open space. He will meet with the developers regarding additional park rec. amenities(driving ranges,training areas)on the golf course site serving the entire city. The 6 acre site tucked behind the golf course needs road frontage if it will remains in this area. The city questions the site placement of this park and the exact placement will be determined at a later date. The floodplain and floodway exhibits have been provided to EEI,and road re-alignments have been completed as requested. The petitioner should request interceptor comments from YBSD, and if the interceptors planned will adequately service the number of units in the Westbury plans. The county should be contacted regarding the W. Village Blvd. and Eldamain Road intersection spacing. The county requirement is 1700 ft.,and Fran Klaas has a 15%administrative variance he can issue, otherwise a variance will be needed. This will be at plan commission on July 26. Dave Mogle will put his comments in writing for the commission. Cobblestone Preliminary Plan Anna Kurtzman stated the site plan does not meet the definition of a plat or a plan and she recommends the petitioner check the PUD ordinance for preliminary plan submittal. The property is covered under the previous Fox Hill annexation agreement,and city staff will check the annexation agreement for clarification on which PUD ordinance should be followed. All setbacks should be noted on the plat. There is 33 ft.of frontage on Lot 9. 3 Sidewalk connection should be reflected on the plan. She will need stacking and loading bay information. There is a drive through on the east side of lot 5. Travis Miller will need the landscape plan, incorporating signage information. A wetland delineation report is needed. The regional trail should cross this property,either following Eldamain Rd. or can be put through the site. A connection to the east is needed. Dave Mogle will check on the crossing along Rob Roy creek and also the crossing in Unit 7 of Fox Hill. The discussion at that time was that the trail was along the flood plain, coming into Rena between town homes, and out to Eldamain Rd. south. Bill Dunn needs a title sheet,completion of geometric information and additional information on the preliminary plan. Looping of the water system is adequate. Three quarters of this lot is depress ional storage of 5' or better. Twenty acre feet of storage is on site with 80 acres northwest is tributary area(see 19). Corrected is "the city has waived the requirement to include this volume in the detention area". In fact,this was not a part of the storm water requirements at the time Fox Hill was annexed, and Joe Wywrot stated that the current ordinance would not apply. Bill Dunn stated his concern regarding the release of the additional 20-acre feed of this property. The code period will also be checked by staff. Best management practices should be practiced to pre-treat the water before it goes into storage. The developer and EEI will meet to discuss further. Travis Miller and Anna Kurtzman have not calculated parking spaces required because square footage of buildings in unknown. Mr.Miller suggested the city waive a portion of the requirements for parking,which is 3, To allow for additional green space because restaurant and retail use are good compliments. He suggested additional planting islands,and reconfiguring the parking. The county is obligated to provide an access to Eldamain Road. To the west in Plano is residential development, and Dan Kramer stated the developer had not filed. Joe Wywrot stated Craig Knoche has engineering for the Plano project and suggested the developer might want to contact him. Joe Wywrot stated there is no storm water outfall from the sag in Eldamain Road and he would like confirmation on this. Joe Wywrot stated he believes Paul Dresden has satisfied his contribution to the redevelopment of Eldamain Road with dedication of right of ways. Site distance into the proposed entrance should be checked. The city would like a commitment from Fran Klaas regarding the entrance point. Regarding the drive aisle(comment#42—EEI)Anna Kurtzman stated this would not be a zoning problem. This is scheduled for plan commission on August 9. Minutes respectfully submitted by Annette Williams. 4 !, �pF (ORf�� U UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 RECENT 630/553-4350 PC APPLICATION & PETITION Please Check One: Preliminary Plan -- Final Plat Development Name: 133-tetQ 4 13AX Date of Submission: v it iT - 1,8 1. Name of Petitioner(s): C-E t471 X J 4 a N e,s Address: 'ceI,"* 01A 457U,/$J .-j Phone Number: UYJ) Tf$,7- 67 o 0 Fax Number: 6y 4 J 0 2. a). Street address and physical location of subject property: Rr-i11-4 13Ay b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 49� 1f 0 A c c.4rari C-S e-cl-r-t- F l z(,Q3 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: =I-PIr M eS W, 13'-It rte_; D i Re-c(o A. OF T1 1.t1?JAf IJ.l A t-�R LIi d'%uA( ceN fi2x �� c C 6YA V3 -�'y -N 6f -7f3- 106 Attorney: Name: Pr c.Q 1 Lt MAC-1�l Address: �e) 'a W. M A76 J 3W S 60 C0 b Phone Number: Fax Number: 31 L-5Cd Y- 1-1-0 0 Engineer: Name: 'S M n Address: I Y'q ookA, Ia. Yea-LI8,, 2 / 6a56a Phone Number: 6 3 0- SS 3-YS6 0 Fax Number: Land Planner: Name: -�kk f tw ! Address: S y1 w E 4 J if&V.-c- Phone Number: Fax Number: Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 f 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: C IS` `O f Pe Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of , 200 . } OFFICIAL SEAL JOANNE M. BOWERS \ NOTARY PUBLIC,STATE OF ILLINOIS o Notary Seal MY COMMISSION EXPIRES 7-21.2009 THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 f Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement,PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return(retaining a copy for your.re600rds)to the uty Clerk,United City of Yorkville, 800 Game Farm Road, Yorkville,jilinois 60560. &s 21 Date Si a e of Petitioner ilr�"�Erc 14 t,Aw&) Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stonrtwater 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 specifies of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record- E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: --- A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 a CHECK LIST FOR FINAL PLANS, CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 52 Wheeler Road •Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. July 19, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 2, (Centex Homes) Bristol Bay P.U.D. Unit 8—Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 8 prepared by Smith Engineering Consultants, Inc. consisting of 5 sheets and dated June 9, 2006. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. A note should be added to state the intended ownership of the Lot 2050. 2. Item number 8 should be edited to state, "Lot 2050, Open space and Stormwater Management Easement to be owned and maintained by (owner). (sheets 14) 3. Item number 11 of the notes block infers that a Public Utility Easement is granted by this subdivision plat and conflicts with the notation at the right side of pages 1 through 4 which states a blanket Public Utility and Drainage Easement exists, by previous document, over all of Lot 2050. Please reconcile this conflict and edit appropriately. (sheets 1-4) 4. Galena Road should also be labeled as "Kendall County Highway No. 9". (sheet 4) 5. The County Engineer's Certificate should be added to the plat (sheet 5). 6. The dimensions on the east and west boundary lines from the existing right of way to the new Galena Road right-of-way line should be shown. (sheet 4) Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot July 19, 2006 Page 2 of 3 7. The dimensions along the new Galena Road right-of-way (southerly line of Lot 2050) lines should be shown. (sheet 4) 8. The southeast corner of lot 1041, called for in the legal description, should be labeled on the graphical portion of the plat. (sheet 25) 9. The South line of Bristol Bay Drive should be labeled. (sheet 1) 10.Bristol Bay Drive should be labeled "Heretofore Dedicated". (sheet 1) 11.The adjoining lot numbers in Unit 7 should be labeled similarly to those shown for the lots within Unit 5. (sheet 2) 12.The existing Yorkville-Bristol Sanitary District Utility Easement should have boundary dimensioning (angles or bearings and distances) and recorded document number added. Additionally, dimensions should be added from the boundary of this unit to said easement. (sheets 1-4) 13.The water main easement lying parallel to the YBSD easement should be added to the plat. 14.The property lying East of and adjacent to Unit 8 should be labeled either unsubdivided or subdivided (include subdivision name and document number). (sheets 1-4) 15.The East quarter corner of section 4-37-7 and East quarter corner of Section 9-37-7 should be graphically shown and text added to describe the monumentation to help avoid conflicts with future boundary survey retracements by others. 16.Item 1 of the notes block should have the abbreviation S.W.M. and associated text edited to, "S.M.E.= Stormwater Management Easement". This abbreviation and easement provision has been developed by the United City of Yorkville. (sheets 14) 17.The 20' Hereby Dedicated Galena Road Right of Way note should have text added to state, "to the County of Kendall". (sheet 4) 18.The note, "80' per document no. 145193" should have additional text added to state, "heretofore dedicated"or similar language. (sheet 4) 19.The phantom line parallel with and southerly of the existing 80' wide Galena Road Right of Way should be labeled. (sheet 4) 20.The Surveyor's Certificate paragraph relating to the Plat Act (765 ILCS 205/1) should be edited to the language and form developed by the United City of Yorkville. The included text which relates to the setting of interior monuments within 12 months of recordation of the plat is not part of the Plat Act but rather part of the Illinois Professional Land Surveyor's Act of 1989 and should reference this act. (sheet 5) 21.The Special Service Area statement should be edited to be of the language developed by the United City of Yorkville. (:i:iPuhlic,Yorkvillc'\20041,Y00 F05 Centex Homes-Galena Itoadidocs`.Iw;vwrotl5-LinitYFinalPlat.doc r Mr.Joe Wywrot July 19, 2006 Page 3 of 3 22.The Public Utility and Drainage Easement provisions should comply with the developed language and format developed by the United City of Yorkville. All instances of the word "blanket"should be removed. (sheet 5) 23.The Lot 2050 in this unit is redundantly numbered with Lot 2050 of Bristol Bay Unit 10. Please reconcile this redundancy and edit appropriately. 24.The heavy line type should only be used for the boundary lines of the unit being platted. Please review and edit appropriately. (sheets 1-3). 25.The notes block on sheet 5 should be edited to contain only those items which pertain to recorded plats of subdivision. (sheet 5) 26.Remove any reference to future subdivisions. They do not exist, so they do not belong on the plat. Our review of this plat will continue upon receipt of the revised plat. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William Dunn, P.E. Senior Project Manager � Mark�G. Sche ler, P.L.S. Project Manager PC: John Crois, Interim City Administrator Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski, Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW/JWF, EEI G:;Pub1iclYorkviI1e*,200d':Y00405 Centex IIotnes-Galena Etaaii`:does`:1ti4yurotl5-UnitkFinalF'Iat.doc r 52 Wheeler Road •Sugar Grove,IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eelwob.com Engineering Enterprises, Inc. July 14, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 2, (Centex Homes) Final Engineering Review#1 United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: Our review of these plans is to generally determine the plan's compliance with United City of Yorkville's Subdivision Control Ordinance and Soil Erosion and Sediment Control Ordinance (SESCO). This review and our comments do not relieve the developer, the designer or any contractors from their duties to conform to all required codes, regulations, and acceptable standards of engineering practice and construction means and methods. 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 have reviewed the plan submittal for the referenced subdivision, for the purposes described above. The review consisted of the following material received to date: • Final Engineering Plans for Bristol Bay Subdivision, Phase 2, prepared by Smith Engineering Consultants, Inc. consisting of 37 sheets with revision date of June 9, 2006. • Engineering Report for Bristol Bay PUD, Phase 2, prepared by Smith Engineering Consultants, Inc. with revision date of June 12, 2006. • Engineer's Opinion of Probable Construction Cost prepared by Smith Engineering Consultants, Inc. dated June 9, 2006. Our comments and recommendations are as follows: Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot ► July 10, 2006 Page 2 of 15 1. Permits or Sign-offs will be required from the following agencies: a. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. b. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. c. (IEPA) Division of Public Water Supplies regarding water supply and distribution. d. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. GENERAL 2. Each sheet should contain a notation giving the total number of sheets in the document and should show the relation of that sheet to other sheets (i.e. Sheet_of 37). 3. Contact information for the United City of Yorkville and the Yorkville-Bristol Sanitary District should be included in the plans. The engineer should make the appropriate revisions. 4. All easements and setbacks should be shown on the engineering plans to ensure that the overland flow route, major drainage ways, and all utilities are constructed within easements and not within setback lines. 5. All utility companies should review the easements to confirm their utilities will lie within the easements. The developer should provide proof of their review. SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, & STANDARD ABBREVIATIONS 6. General Note No. 1.E should be revised to read, "United City of Yorkville Subdivision Control Ordinance and Standard Specifications for Improvements". (SHEET 2) 7. General Note 1.H should be added that states "Soil Erosion and Sediment Control Ordinance for the United City of Yorkville" adopted May 11, 2003. (SHEET 2) 8. A note should be added under the General Notes stating no utility structures will be permitted in paved areas including roadways, curb and gutter, sidewalks, pedestrian/bike paths, and driveways (except curb inlets and catch basins that are designed to be installed along the curb and gutter line). (SHEET 2) 9. Under Note No. 4.E in the General Notes on sheet 2, the reference to. sand should be eliminated. All trench backfill should be CA-7 aggregate. (SHEET 2) G:\Public\Yorkeille\2004\YO0405 Centex Homes-Galena Road\docs%li\}•Naro114-Final Eng 01 Phaseldoc Mr.Joe Wywrot July 10,2006 Page 3 of 15 10.Note No. 4.F in the General Notes on sheet 2 should be deleted. (SHEET 2) 11.The following verbiage should be added to Note No. 5 under General Notes: (SHEET 2) ✓ If subgrade conditions are excessively sensitive to moisture or other special conditions, a capped, perforated, plastic underdrain may be required under the curb and gutter. All storm water conduits 12" diameter and larger should be internally televised in color just prior to City acceptance, and should be free of defects, sags, dirt, and debris. All non-RCP storm sewers should also be mandrel tested just prior to City acceptance. 12.Note No. 7 in the General Notes should be revised to specify the following sewer grates, frames, and lids: (SHEET 2) • Continuous Flow Inlet Grate = R-3286-8V • Low Point Inlet Grate = R-3015 • Closed Lid Storm Manhole = R-1772 (with "City of Yorkville" and "Storm" cast into the lid) ✓ Open Lid Storm Manhole (or inlettcatch basin) = R-2502 13.A sentence should be added under Note No. 7 in the General Notes to state the use of adjusting rings is limited to 8". (SHEET 2) 14.The following note should be added as part of Note No. 7 in the General Notes: (SHEET 2) "All sections of the manholes should be completely sealed and butyl rope should be provided, including the casting. Manholes should not be allowed in the pavement, curb, gutter, or sidewalk. All flared end sections 15" or larger should have grates." 15.The first sentence under Note No. 8.6 in the General Notes should be revised to read: (SHEET 2) "Before construction of the road base, all subgrade and granular subbase surfaces should be proof rolled with a minimum of a rubber tired, fully loaded 10 CY dump truck." 16.The following notes should be added under No. 8.13 in the General Notes: (SHEET 2) ✓In areas where undercutting of subgrade is required, the bottom of the excavation should be lined with a woven geotextile (Amoco 2002 or approved equal) and backfilled with CA-3 aggregate. ,/The aggregate base course should be compacted to a minimum of 95% modified proctor and should be free of all dirt and debris. It should be proof rolled and approved by the City Engineer. 17.The Specifications and General Notes from Sheet 36 should be moved and incorporated into the General Notes on Sheet 2. The notes should not be duplicated or contradict each other. G:\Public\Yorkville\2004\YO040>Centex Homes-Galena Road\does\l\vyu rot]4-Final En.-01 PhaseIdoc Mr. Joe Wywrot t July 10,2006 Page 4 of 15 18.General Note 9.13 should be revised to state "Smith Engineering Consultants, Inc." and "Bristol Bay Subdivision—Phase 2". 19.AII fittings, valves and hydrants should be restrained and adequately blocked with pre-cast blocks and poured in place thrust blocking against undisturbed earth. Water Main Note No. 3 should be amended accordingly. (SHEET 3) 20.The following note should be added after the first paragraph in Note No. 8 under the Water Main Notes: (SHEET 3) ,/Allowable recovery should conform to the Standard Specifications for Water and Sewer Main Construction. The water operator in charge or person authorized by the water operator in charge should be present during all testing. The developer should use the pressure gauge supplied by the City for the test. 21.New water main should be disinfected in accordance with AWWA standard C601. The engineer should revise Water Main Note No.9 accordingly. (SHEET 3) 22.The following note should be added after the first paragraph in Note No. 9 under the Water Main Notes: (SHEET 3) ,/Sampling will be taken by the water operator in charge or persons authorized by the water operator in charge. 23.The following note should be added after the third paragraph in Note No. 9 under the Water Main Notes: (SHEET 3) ✓Water should pass sampling tests on two (2) consecutive days. 24.Separate symbols should be used for storm catch basin structures and inlet structures. The Symbol Legend should be revised accordingly. (SHEET 4) 25.The following abbreviations used in the plans should be added: (SHEET 4) ✓T1F CL ✓CL A2 ✓T8 G 26.The callout specifying geotexile fabric in the typical street cross-sections should be revised to state that the geotextile should have a full 18-inch overlap. (SHEET 4) MASTER UTILITY PLAN 27.AII streets should be labeled. The engineer should revise the plans accordingly. (SHEETS 6 & 7) 28.The trench backfill shading does not line up with the proposed watermain at the southeast comer of lot 1737 where watermain tags 169 and 143 intersect. The engineer should revise the plans accordingly. (SHEETS 6, 15 & 16) G:\Public\Yorkvillc\2004\YO040i Centex Homes-Galena Road\does\l%%-) ro114-Final Eng Ol PhaseIdoc Mr.Joe Wywrot July 10, 2006 Page 5 of 15 29.There are two storm tags labeled 169 adjacent to lot 1737. The engineer should revise the plans accordingly. (SHEET 6) 30.The storm sewer with tag 423 is shown continuing off the sheet into phase 3. It should either be stubbed to the west of the sidewalk along the parking stalls at approximate station 5201+10 on Monterey Avenue or show the next structure upstream from storm structure 422. If the storm sewer is stubbed then it should be noted on the plan & profile sheet to cap it and the proposed invert shown. The engineer should revise the plans accordingly. (SHEETS 6, 12 & 14) 31.The lead lines from Storm sewer tags 422 and 507 point to an extra line and structure symbol that appear to be drafting errors. The engineer should revise the plans accordingly so that the lead lines point to the actual proposed storm sewer. (SHEET 6) 32.The sanitary sewer with tag 178 is shown continuing off the sheet into phase 3. The next upstream manhole from sanitary manhole 177 should be shown on the plans with the sanitary tag labels and information provided on the plan and profile sheet. The engineer should revise the plans appropriately. (SHEETS 6 & 12) 33.The storm tag is missing for the structure with pipes 501 and 503 entering the structure. It is shown as structure 502 on the plan and profile sheets. The engineer should revise the plans accordingly. (SHEET 6) 34.The last storm sewer structure on a line before it enters the trunk line should be a catch basin with a two foot sump per page S-8 of the Standard Specifications for Improvement. The symbol and storm tag information should be revised to catch basins for the following structures: a. Storm Structure 322 (SHEETS 7 &25) b. Storm Structure 152 (SHEETS 7 &25) c. Storm Structure 304 (SHEETS 7 &25) d. Storm Structure 308 (SHEETS 7 &25) e. Storm Structure 274 (SHEETS 7 &25) f. Storm Structure 278 (SHEETS 7 &25) g. Storm Structure 258 (SHEETS 7 &25) 35.Catch basins should not be located over the storm sewer trunk line per page S-8 of the Standard Specifications for Improvement. The storm sewer layout between structures 134 to 128 does not meet this requirement. The engineer should make the following revisions: (SHEETS 7 &26) a. Remove storm sewer with tag 133 b. Change storm structure 132 to an inlet c. Change storm structure 130 to a catch basin d. Extend the storm trunk line between structures 134 to 128. Note that the layout of the future sanitary sewer manhole will have to be revised during phase 3 due to a conflict with the revised storm sewer. G:\Puhlic\Yorkville\2004\YO0405 Centex Homes-Galena Road\docs\IN%y%%Tot14-Fina1 Eng 01 Phaseldoe Mr.Joe Wywrot July 10,2006 Page 6 of 15 e. Change storm structures 134 and 128 to manholes. 36.No water valve vaults or valve boxes shall be located in pavement areas per page S-13 of the Standard Specifications for Improvement. The following do not meet this requirement and the engineer should revise the plans accordingly: (SHEET 7) a. B-boxes for water service lines to Lot 2027 b. B-boxes for water service lines to Lot 2043 c. Valve 200 d. B-boxes for water service lines to Lot 2028 e. Valve 218 f. Valve 211 GEOMETRIC & SIGNAGE PLANS 37.The existing conditions from Phase 1 should be shown as light for the areas adjacent to the proposed work. The proposed conditions should be dark and shown how they tie into the existing conditions (i.e. proposed buildings, proposed entrances into the existing road, sidewalks, etc). The engineer should revise the plans accordingly. (SHEETS 9 to 11) 38.The following information is not shown on the geometric plans: a. Proposed buildings b. Proposed sidewalks c. Horizontal curve geometric information. d. Dimensions (pavement width, parking island width, dimensions from back of curb and buildings to the property lines, etc.) e. The parking spaces provided off of the roads have curb shown along the radius of the edge of pavement but it is not noted if it is to be depressed curb. PLAN AND PROFILE SHEETS 39.The motorcourts should be numbered for easier reference. The engineer should revise the plans accordingly. 40.The last General Note on the Plan & Profiles refers to the Intersection Detail Plans for geometries but the curb radii, sidewalk widths, parking stall dimensions, etc. are not shown on those plan sheets. The engineer should revise the plans accordingly. 41.The sanitary sewer and watermain pipe material should be included in the pipe callouts on the plan & profile sheets. (SHEETS 12 to 24) 42.The 5.5 foot minimum watermain cover requirement should be denoted in the profile views. The engineer should revise the plans accordingly (SHEETS 12 to 24) 43.Sanitary and storm sewer should not cross water main and should not be closer than 10' when parallel to water main, whenever possible. If these conditions are unavoidable and water main is greater than 18" above the sewer, no water main protection is required. If G:\Public\Yoi-kviile\2004\YO040SCeiiteN Flomes-Galena Road\does\lxa)i rotI4-Final Eng 01 PhaseIdoc Mr. Joe Wywrot July 10, 2006 Page 7 of 15 these conditions exist and the water main is any closer than 18"when above the sanitary or storm sewer OR if the water main is below the sanitary or storm sewer, then water main protection is required. If the water main is below the sanitary or storm sewer, it cannot be closer than 18" under any conditions. Periodically, water main will require to be "dipped" in order to maintain the 18"separation. A note should be added to the plans stating vertical fittings should not be used to dip water main. Instead, pipe deflection should be utilized. Water main protection should be clearly and consistently marked on all plan and profile sheets. We recommend the following to make it more apparent to the contractor where the locations are: a. The engineer should bold the text"W.M. Lowering Required" or"WX Service Lowering Required" in the Conflict Tag callout boxes where it is required. b. The engineer should revise the profile sheets adding the note "1.5" Minimum Vertical Separation"with a dimension double-sided arrow from the bottom of the higher pipe and top of the lower pipe at each location where lowering the watermain is required. 44.Note No.1 states "For all storm sewer tag information see grading plan sheets X-X." The engineer should revise the note to include the actual grading plan sheet numbers. (SHEETS 12 to 18) 45.The callouts for the boring and jacking of the watermain and sanitary sewer under existing Rosenwinkel Street should include the approximate length of casing pipe, the diameter and material of the casing pipe, the spacing of the spacers, if the casing pipe is to be filled with pea gravel, etc. The engineer should revise the callouts appropriately. (SHEET 13) 46.The directional labels for the inverts in the callout box for Sanitary Manhole 115 are incorrect. The labels "NW" and "SE" should be "NE" and "SW", respectively. The engineer should revise the callout accordingly. (SHEET 13) 47.The water tag label for Valve Vault 137 is not shown. The engineer should revise the plans accordingly. (SHEET 14) 48.The matchline label on sheet 14 at station 5314+50.00 on Santa Monica Street in the profile is incorrect. The engineer should revise it to state"See Sheet No. 15". (SHEET 14) 49.Conflict tag 47 should note that W.M. Lowering Required is required. The engineer should revise the conflict tag accordingly. (SHEET 15) 50.A vertical curve is required at station 5321+79.07 on Santa Monica Street. The requirements are listed in Figure 2 of the Standard Specifications for Improvements. The engineer should make the appropriate revisions. (SHEET 15) 51.There is a discrepancy between the stationing shown in the callout boxes in the plan and profile views for sanitary tag 141. The plan view station of 5316+76.75 appears to be the correct value. The engineer should revise the plans appropriately. (SHEET 15) G:\Public\Yorkville\2004\YO0405 Centex 1-Ionics-Galena Road\does\Iwywro1l4-Final Eng 01 Phaseldoc Mr. Joe Wywrot July 10, 2006 Page 8of15 52.The pipe slope shown in sanitary sewer tag 172 is incorrect. The engineer should revise the slope to 1.35%. (SHEET 15) 53.The matchline label at station 5314+50.00 on Santa Monica Street in the profile is incorrect on sheet 15. The engineer should revise it to state "See Sheet No. 15". (SHEET 15) 54.The proposed watermain that is located between valve 173 and the existing watermain along Rosenwinkel Street should have a water tag assigned to it with a callout box with the appropriate information. Also, the proposed watermain and valve vault to service the future fire station should have water tags and callout boxes as well. The engineer should revise the plans accordingly. (SHEET 16) 55.Water Tag 173 shows a rim elevation of 661.50±. The engineer should revise the callout to show the as-built rim elevation. (SHEET 16) 56.The station for fire hydrant 170 and valve box 171 are shown as the same. The engineer should revise water tag 171 appropriately. (SHEET 16) 57.The stations are not marked properly on the centerline of Monterey Avenue in the right Motorcourt plan view on sheet 17. There is more than 50 feet between the 50 ft tick mark and station 5205+00. Also, the station shown in the callout box associated with sanitary tag 123 is incorrect. The engineer should revise the plans appropriately. (SHEET 17) 58.The stations are not marked properly on the centerline of the left motorcourt plan view on sheet 18. The end of the pavement is not station 5701+28.95. Also, the stations shown in the callout boxes associated with sanitary tag 195 and water tag 160 are incorrect. The engineer should revise the plans appropriately. (SHEET 18) 59.The stations shown in the callout boxes associated with sanitary tag 191 and water tag 168 are incorrect in the right Motorcourt plan view on sheet 18. The engineer should revise the plans appropriately. (SHEET 18) 60.The slopes of the proposed profile grade line should be labeled. The engineer should revise the plans appropriately. (SHEETS 19 to 24) 61.The proposed watermain associated with water tag 109 is not shown in the profile view. The engineer should make the appropriate revisions. (SHEET 23) 62.The pipe invert elevations given in the callout associated sanitary manhole tag 99 do not differentiate between proposed and existing. The engineer should make the appropriate revisions to the callout. (SHEET 24) GAPuhlic\Yorkville\2004\YO0405 Centex Homes-Galena Road\does\h%-pwrot 14-Final En.-01 Phasse2.doe Mr. Joe Wywrot July 10,2006 Page 9 of 15 FINISH GRADING & EROSION CONTROL PLANS 63.The Finish Grading and Erosion Plan sheets are difficult to read. The following are a list of general comments that the engineer should address: (SHEETS 25 &26) a. There should be a distinct difference in line weights, darkness, etc. to distinguish the proposed conditions from the existing conditions. The proposed and existing roads, buildings, etc. both are shown as light. b. A general note should be added to each grading plan sheet that species if the proposed spot elevations provided along the curb line are either top of curb elevations or edge of pavement elevations. c. The proposed buildings should be simplified to one heavy line around the perimeter of the building footprint and then a single line delineating each of the townhomes/condos. d. Proposed and existing 1 foot contours should be added to the drawing. e. Spot elevations and 1 foot contours should be shown for the portions of phase 1 that are adjacent such as along Rosenwinkel Street. f. Proposed erosion control measures should be denoted on the plans. g. All roads and motorcourt names should be clearly labeled on the grading plans. h. The general note that any existing field tiles that are encountered during construction should be repaired or tied into the storm sewer system should be added to the grading plan sheets. i. The top of foundation and lowest opening of the buildings should be at least 1.5 feet above side yard pop points. A majority of proposed top of foundation elevations do not meet this requirement. j. The lack of individual labels for the garage structures leads to problems referring to certain areas in the condominium portion of the site. The lack of road centerline stationing for the farthest north area adds to this problem. k. There are locations on the grading plans where two spot elevations are given for the same location or one spot elevation and rim elevation given in the storm tag information. In most instances, the elevation difference was 0.44 feet but in a few instances the difference varied between 0.54 to 0.74 feet such as at storm structure 270. The engineer should clarify what the typical distance is and if it is the distance between the top of curb and flowline or edge of pavement and then make any necessary revisions to the plans. 64.The minimum allowable longitudinal slope along roads is 0.5%. The following areas do not meet this requirement and should be addressed by the engineer: a. Between spot elevation 660.52 and rim elevation 660.49 for storm tags 504 & 506 (SHEET 25) b. On Santa Monica Street from station 5312+00 to the high point at station 5312+50 then to station 5313+00 (SHEET 25) c. On Santa Monica Street between stations 5314+50 and 5315+00 (SHEET 25) d. On Santa Monica Street between stations 5315+50 and 5316+00 (SHEET 25) e. On Santa Monica Street between stations 5316+70 and 5317+00 (SHEET 25) f. On Santa Monica Street between stations 5317+50 and 5318+00 (SHEET 25) g. On Santa Monica Street between stations 5320+00 and 5320+50 (SHEET 25) G:\Public\Yot-kville\2004\YO0405 Centex 1-lomes-Galena Roadldocs\Iwywrot 14-Final Fno 01 Phase2.doc Mr.Joe Wywrot July 10,2006 Page 10 of 15 h. On Santa Monica Street between stations 5321+50 and 5321+90.57 (SHEET 25) i. On the Motorcourt between lots 1711 and 1712 between centerline spot elevation 660.82 and Santa Monica Street(SHEET 25) j. In the condominium portion of the site between storm structure 320 and spot elevations 661.20 and 661.45. k. In the condominium portion of the site at approximate station 7020+90, the 661.20 spot elevation will create a low spot at spot elevation 660.20 to the north (SHEET 26) I. In the condominium portion of the site at approximate station 7900+30 between spot elevations 661.20 and 660.00 (SHEET 26) 65.At high and low points on the roads, proposed spot elevations should be provided at the road centerline, top of curb and the corresponding location on the adjacent lot lines. Flow direction arrows should be provided at the high and low points on the road centerline to demonstrate the break points. The following areas should be addressed by the engineer: a. The apparent high point on Monterey Avenue between stations 5203+00 and 5203+50 (SHEET 25) b. The apparent low point on Monterey Avenue at approximate station 5204+75 (SHEET 25) c. The apparent high point on Monterey Avenue between stations 5205+50 and 5206+00 (SHEET 25) d. The apparent low point on Monterey Avenue at approximate station 5207+75 (SHEET 25) e. The apparent high point on Monterey Avenue between stations 5208+50 and 5209+00 (SHEET 25) f. The apparent low point on Santa Monica Street at approximate station 5314+10 (SHEET 25) g. The apparent high point on Santa Monica Street between stations 5315+00 and 5315+50 (SHEET 25) h. The apparent high point on Santa Monica Street between stations 5318+00 and the intersection with San Diego Lane (SHEET 25) 66.The following areas do not meet the grading requirements for turf areas and should be addressed by the engineer: a. The east side yard of lot 1733 between spot elevation 661.80 and the finish grade elevation at the townhomes of 661.50 (SHEET 25) b. The side yard swale of lots 1748 / 1749 between the finish grade elevation at the townhomes of 663.20 and spot elevation 663.20 (SHEET 25) c. The rear yard of lot 1710 between the finish grade elevation at the towhomes and spot elevation 662.00 (SHEET 25) d. The rear yard of lot 1709 between the finish grade elevation at the townhomes and the spot elevation of 662.20 (SHEET 25) e. The side yard swale of lots 1728 / 1729 appears to be missing a "pop point" located between spot elevation 660.63 and the rim elevation of 660.30 for storm structure 286 (SHEET 25) G:\Ptihlic\Yorkville\2004\YO0405 Centex Homes-Galena Road\docONv wrotI4-Final Fng 01 Phaseldoc Mr.Joe Wywrot July 10,2006 Page 11 of 15 f. The area behind the two garages located to the west of lot 2040. Additional spot elevations are necessary to demonstrate that the slope requirements are met.(SHEET 26) g. The area between the end of pavement of the mototcourt between lots 1727 / 1728 and storm structure 288 (SHEET 26) h. The area between storm structure 286 with rim elevation 660.30 to spot elevation 660.25 to the north (SHEET 26) L The rear yard of lot 2042 between spot elevation 659.30 and the rim elevation of 659.30 for storm structure 250 (SHEET 26) j. The rear yard of lots 2027 and existing lot 1635 appears that ponding might occur around the two 659.90 spot elevations (SHEET 26) 67.The proposed spot elevations shown to the southeast of storm structure 422 appear to be shifted along with storm tag 422. The engineer should revise the plans accordingly. (SHEET 25) 68.The proposed grading of the emergency overflow route through the future phase 3 portion of the development should be included in the plans. Also, the emergency overflow route was not labeled for a majority of the townhome portion of the site. The engineer should revise the plans accordingly. (SHEETS 25 &27) 69.Storm sewer manholes and catch basins are allowed to be 4 foot diameter if the largest sewer pipe entering/leaving the structure is 18-inch diameter. The engineer should revise the following structures to 5 foot diameter. a. Storm Structure 426 (SHEET 25) b. Storm Structure 428 (SHEET 25) c. Storm Structure 430 (SHEET 25) d. Storm Structure 458 (SHEET 25) e. Storm Structure 480 (SHEET 25) 70.Two foot diameter inlets are allowed if the distance between rim to the invert of the structure is 4 feet or less. Structures with manhole steps are required for distances greater than 4 feet. The engineer should revise the following structures because they do not meet this requirement: a. Storm Structure 506 (SHEET 25) b. Storm Structure 512 (SHEET 25) e. Storm Structure 444 — Also, the storm tag information should be added to the table (SHEET 25) 71.The proposed conditions should contain all stormwater runoff onsite. The engineer should revise the rear yard swale of lots 1715 & 1716 to meet this requirement. (SHEET 25) 72.The matchline label at the top of sheet 25 is incorrect. The engineer should revise it to state "For Continuation See Sheet 26" (SHEET 25) G:\Public\Yorkville\2004\YO0405 Centex I lomes-Galena Road\docs\luy"rot id-Final Eng 01 PhaseIdoc Mr.Joe Wywrot July 10,2006 Page 12 of 15 73.The area between the buildings on lots 2028 and 2040 has a low point that will pond water at spot elevation 660.30. Also, additional spot elevations are necessary to demonstrate that the stormwater runoff will not pond water between the east side of the buildings and the curb. The engineer should revise the plans appropriately. (SHEET 26) 74.There are several instances of two proposed spot elevations for the same location in the condominium portion of the grading plans. The engineer should address this problem at the following locations: a. Spot elevations 659.60 and 661.10 shown at storm structure 154 (SHEET 26) b. Spot elevations 660.40 and 661.50 shown on the south side of the drive at approximate station 7022+40 (SHEET 26) c. Spot elevations 659.50 and 660.55 shown at storm structure 144 (SHEET 26) d. Spot elevations 660.00 and 660.85 shown at the middle of the west side of the garage structure located to the northwest of lot 2027. (SHEET 26) e. Spot elevation 659.00 at storm structure 268 conflicts with the tag information (SHEET 26) 75.On grading plan sheet 26, almost every structure is represented by the manhole symbol. The engineer should revise the symbols to accurately reflect inlet and catch basin structures. (SHEET 26) 76.Generally, catch basins are not allowed to be located directly over the main storm sewer trunk line. The engineer should revise the storm sewer layout between storm structure 134 to 128. 77.The matchline label at the bottom of sheet 26 is incorrect. The engineer should revise it to state "For Continuation See Sheet 25". (SHEET 26) 78.The proposed spot elevation of 559.60 shown on the grading plan at storm structure 270 appears to be a drafting error because the storm tag gives a top of curb elevation of 660.04 (SHEET 26) 79.The engineer should revise the catch basin symbol shown for storm structure 118 to a manhole symbol. (SHEET 27) INTERSECTION DETAILS/SIGNAGE PLANS 80.The engineer should address the following issues concerning the intersection details: (SHEETS 28 &29) a. In the Monterey Avenue / Santa Monica Street detail, the pavement cross slope is 0% between the spot elevations 660.99 at station 5300+00. (SHEET 29) STANDARD CONSTRUCTION DETAILS 81.Catch basins are required to have a 24" minimum sump depth. The engineer should revise the Catch Basin Type C detail accordingly. (SHEET 30) GAPablic\Yorkville\2004\Y00405 Centex I lomcs-Galena Road\docsUu), rot 14-Final Lng 01 Pbase1doc Mr.Joe Wywrot July 10,2006 Page 13 of 15 82.Any watermain less than 8-inch in diameter should be considered a private watermain and have a valve within 10 feet of the City main. Valve Boxes may be used on the private valves in they fall within turf areas. If the valve cannot be located in a turf area and must be constructed in a paved area or sidewalk area, the valve will then need to be constructed in a valve vault having a minimum 4-foot diameter. 83.The following comments pertain to the "Pavement Removal and Replacement Detail" and the engineer should address them appropriately: a. Trench backfill and bedding is required to consist of CA-7 aggregate. b. The surface course should be Superpave, Mix C, N50 c. The binder course should be Superpave, IL-19.0, N50 84.The casting schedule in the "Storm Inlet Type A" detail specifies East Jordan Iron Works castings and other details / specifications require Neenah Foundry castings for the same applications (depressed curb, paved, etc). The engineer should revise the plans so that there is consistency between the different details/specifications. (SHEET 31) 85.The text is illegible in the iDOT details 424001-03 and 702001. The engineer should revise the details so that the text is larger. (SHEET 34) 86.The engineer should include a detail for the Offstreet Parking Areas in the Condominium portion of the site that shows information such as areas of depressed curb, parking stall dimensions, etc. 87.The aggregate base course for sidewalks is required to be CA-7. The engineer should revise the"Sidewalk Section"detail appropriately. (SHEET 34) 88.The following notes should be added to the plans (Sheet 35) regarding the following: ✓Dust control ,/Mud control ,/Cleaning of existing streets 89.The City Standard Specifications for Improvement requires that the erosion control plan includes the following information: (SHEET 35) a. Location and description of all seeding and sod. b. Descriptions of dust control measures. c. Provisions for maintenance of control measures, including type and frequency of maintenance. d. Identification (name, address, and phone number) of the person or entity which will have legal responsibility for maintenance of erosion control structures and measures during development and after development is completed. e. Show proposed phasing of development of the site, including stripping and clearing, rough grading, construction,final grading, and landscaping. Phasing should identify the expected date on which clearing will begin, the estimated duration of exposure G:\Public\Yorkville\'.004\YO0405 Centex Homes-Galena Rold\docs1ANy%vro114-Fina1 Eno 01 Phaseldoc Mr.Joe Wywrot July 10,2006 Page 14 of 15 of cleared areas, and the sequence of installation of temporary sediment control measures, clearing and grading, installation of temporary soil stabilization measures, installation of storm drainage, paving of streets, final grading and the establishment of permanent vegetative measures. 90.The engineer should revise the Pipe Outlet to Flat Area detail and include actual dimensions (or the formulas to calculate the dimensions)for the following: (SHEET 37) ✓ W, ✓ W2 ✓ La ✓ d STORM SEWER CALCULATIONS 91.The engineer should provide calculations demonstrating that the emergency overflow route has the capacity to safely convey the 100-year rain event at critical cross-sections. These cross-sections should be shown on the plans and labeled appropriately. 92.The minimum velocity allowed in storm sewers is 2.5 feet per second. A significant portion of the storm sewer does not meet this requirement and should be addressed by the engineer. 93.The hydraulic grade line should be below the rim elevations to avoid surcharging of the storm sewer. The following areas should be addressed by the engineer: a. Storm Tag 183 b. Storm Tag 185 c. Storm Tag 267 d. Storm Tag 301 e. Storm Tag 529 f. Storm Tag 367 g. Storm Tag 529 h. Storm Tag 381 i. Storm Tag 533 j. Storm Tag 531 k. Storm Tag 535 I. Storm Tag 537 m. Storm Tag 391 94.The storm sewer system should be designed to drain the flows resulting from the 10-year rain event by gravity. The total flow into the pipe should not exceed the pipe capacity. The following areas should be addressed by the engineer: a. Storm Tag 231 b. Storm Tag 247 c. Storm Tag 249 d. Storm Tag 365 e. Storm Tag 397 G:\Public\)'orkville\2004\YO040.5 Centex Homes-Galena Road\does\hayurot 14-Final Fng Ol Phaseldoc ' Mr.Joe Wywrot July 10,2006 Page 15 of 15 FINAL PLATS The reviews of the Final Plats for Bristol Bay Units 8, 9 and 10 are being reported under individual separate covers. Each of these Units will also require Engineer's Opinions of Probable Construction Cost (EOPCC) for their respective units for the purpose of determining the appropriate letters of credit. The EOPCC's should include a 5% Contingency line item and the letters of credit should be valued at 110% of the total EOPCC. Our review of this project will continue upon receipt of revised plans. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, EN :04 EERING ENTERPRISES, INC. William Dunn, P.E. Senior Project Manager PC: John Crois, Interim City Administrator Bart Olson,Assistant City Administrator Travis Miller, Community Development Director Lynsey Johnson,Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW,JWF, EEI G:\Public\Yorkville\2004\YO040>Centex Homes-Galena Road\docs\havwrot 14-Final L-n,01 PhaseIdoc cIr United City of Yorkville Memo 800 Game Farm Road s, ,ass Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: July 18, 2006 To: Lynsey Kawski From: Laura Haake CC: Travis Miller,Dave Mogle, Joe Wywrot, Anna Kurtzman Subject: Bristol Bay Phase II Final Landscape Plan I have reviewed the Final Landscape Plans dated June 9, 2006 by SEC Planning Consultants and have prepared the following comments: Final Landscape Plan Review: 1. All street trees must be a minimum of 20 feet away from all street lights, fire hydrants, etc.Adjust the site design according to these standards. 2. Street trees should not be within 30 feet of the right of way at residential street intersection. Adjust the site design to reflect these standards. 3. Plan quantities called out on the plant list do not match the total amount listed in the table. For example,the plan quantities state that 3,176 shrubs are on the plan, when only 2,279 shrubs are called out on the plant list. Please correct or clarify. FINAL PLAT OF SUBDIVISION sMTTH�ENGINEERING N�U M AM CONSULTANTS, INC. BRISTOL BAY P.U.D. BWISTOL BAY P.U.D. M Ror ..oMeAr ,9nR9Pa UNIT 8 UNIT 6 p N ORLL DEW9N�, ,.�o.,D, —T T$E'DBD30.YP rr...20.9 Pcor TREsrANnaRD A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, DOC. NO. 05-39537 ml a-01 AND PART OF THE NE 114 OF SEC77ON 9-37-7, My mrcA Eo Ra r `IN THE UNITED CITY OF YORKOLLE, BRISTOL TWP., KENDALL CO., ILLINOIS j' LOCA77ON MAP PRO-C-cr �- L— AREA BRISTOL BAY DRIVE 'se, ^b 823.88'N89°05'15"E Llib f .44=7lusL YyV It vAtaccir` I /1 LOT 1708 AT CORNER MOMIMENT —-— AT CORNER I A 7hut LOT 1028 I L •• cML1 vas ry rA, t]f f.`w 7 e' LrwK; ECM` . ix95Y,]-oi • p /32.43 /,<vne�G 14 AM.e2 /A•e/ D • ief.of np YGP LOT 1029 ��, / -AV r]ea�WM•� RT usf fi _ _ __ li .>MSe o4 � Tt T0. {i `•wv LOT 1030 �� ° 'a/vae 5.84 0 ....... NDT TO MALE LOT 1031 Ia PLAT PREPARED FOR: CENTEX HOMES .g � - ^ { 22.05 POINT BOULEVARD SUITS 200, x BRISTOL BAY P.U.D. _ '� 'Y.�;, RY ELGIN, ILLINOIS 60123 UNIT 5 I _ ,< .s a..AY. %. + ... PROJECT CONTACT: DOC. NO. 05-39536 LOT 1032 09 MR.JOE MARX I o I !* PHONE: (947)783-6300 -- Fax g LOT 1033 Ie i� (947) 783-6303 y� � o LOT 1034 -� TOTAL GROSS ACRES-9140 ac A aL.MA(ET Ula/iY Afm LYMWA(i FA.4]RM COTS OK&ALL 0'LOT 2460 PER DOtlaFNT HO. AS RECO1RM .A'YUPKIrLE-EROTW. '4.. LOT 1035 I ewer CENTERUNE LOT 21W i W ze4Aen u BOUNDARY LINE I O - RIGHT OF MAY UNE £ LOT 1038 r3 1 = G+�T- LOT LINE ' '' '` ' 3 A.. BUflOINC -TRACX LWE ————— EASEMENT UNE - — — — - EXISTING PROPERTY UIE LOT 1037 I ~«33) l EXISTING RIGHT OF MAY LAME P 1.ANNOTA IOW ABBRENA DONS- �IF.'•� I - a LOT 1038 W GRAPHIC SCALE BSL-BULOWG SETBACK LWE Poe-POINT OF BEQNNING ^¢i POC-PONT OF COMMLENCEAENT P.U.k AE-PUBLIC UTILITY AND DRAINAGE EASEMENT I - p S W.M-STORM MATER MANM,tL'W Z I LD (d Tarr) TA.E-TEWORARY ACCESS T EASEIENT LE-UAOSCAPE EASEMEN I I 8 t Ixh-MI R H.O.A.-HOMEOWNER'S ASSOaATIN i 2. TMS PROPERTY IS WTHIN THE CORPORATE L.YRTS OF THE WTED OrY OF VORKY"f: A 51E-STEEL RODS SET 1 ALL EXTERIOR MWORS UNLESS OTTNERWSE NOTED. 5/19" N I I T11 FNAL PLAT OF SL.BDNISION STEEL RODS WLL BE SET AT ALL INTERIOR CORNERS WTHW 12 MONTHS OF RE-COPDA DEW. 4.dNEN9ONS ALONG OLWVES ARE ARC DISTANCES UNLESS ORIERWSE NOTED. I I BRISTOL BAY PI-LO. S NO LYAEW900S 9/ALL BE ASSUMED BY SCALING Z, I I YORKVIL.LE. LLINOIS B.ALL AREAS SNOW h0WO N ARE MORE LIP LESS TO THE NEAREST SORARE FOOT. Y 7.E705T1NG ZIaVNNG/S R-2 P.U.D.(f/TETED CITY OF 11WKNLLE) I REM9LM S DMN BY: M: DAIS PROyECT NO. 8 OPEN SPACE TO BE OWNED AND MAINTAII"BY HOIEOW.ERS ASSOCA710V. �� I I c JGS OB CETX-080-105-4 9.DE'AR/NGS ARE BASED ON LOCAL COOPDNATF SYSTEM z DSN BY. W. HOME SCALE BHEET Na 10 SEE COVENANTS AND RESTRICTIONS FOR EASEMENT PROWSOWS NOT SWWN NEREON. SEE SHEET N0. 2 FOR CONIINUAIION z N A 1'-RD' 11.PUBLC UTTUTY AAO DRAINAGE EASEMENT IS HEREBY GRANTED OVER ALL OF LOT P0.7O OW BY: NT: TENT SCALE: 1 OF 5 S Cl N A FINAL PLAT OF SUBDIVISION SMITH ENGINEERING CONSULTANTS, INC. M BRISTOL BAY P.U.D. ��. ...m•e _ � � • DIINOS PROMMONAL DE6[OP If11Y/16{-000106 UNITS �... .�•, .z,P a0T Inc.STA/OAK1 A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, uwr o-oz AND PART OF THE NE 114 OF SECTION 9-37-7, IN THE UNITED CITY OF YORKOLLE, BRISTOL TWP., KENDALL CO., ILLINOIS SITP LOCATION M4P SEE SHEET NO. 1 FOR CONTINUATION oM ABJECT LL 47 N /omm• 6119nar-f_�.SA,cM wn l � I (D No. +3 m BRISTOL BAY P.U.D. N T �ry I f m az •� «r UNIT 7 z�l I m E o t ,ri '�+"w DOG. NO. 05-39538 y .zs L..�.c a'cA.soiiT II r14�. tI.AG Iias/ ' • Aran / �a� 1 I .BM:t` � s • /O WR.dert Ab RI. 0 I I /uas InT m SCALE PLAT PREPARED FOR: CENTE2I HOMES 2208 POINT BOULEVARD,SUITE 200• BLGN• ILLINOIS 60123 RUNE BOUNDARY 1lME j 1 - PROJECT CONTACT: _ J-1 MR.JOE MARX RIGHT OF WAY LINE 'o f;111 1 �^�� - _ x' - PNON6: (847)783-6300 LOT LME f FAR: (647)783-6303 -- BLW.DMG SETBACK UNE ..-. {•7 0�1 : .y n --————— EAS ICNr tME +ice. !'RC1°ER7Y LINE x EXS7MO RIGHT OF WAY UNf 1.ANNOTANON ABBRLWA77ONS- �� p�? i 1 - ";.}'-.,. TOTAL CROSS ACRES 85.10 ac. 'o V B.SL-BUILDING SETBACK LINE 1 LOT 2050 - POS:POINT OF BEGMNMC _ 28.487.E SF. P.OU Ar POW PI�EI./C 7Y STD ORAMAGE EASEMENT ° 1� I .. A 4'M•2T UnUTY MO—ALE EASEW T F.nM OKIP ALL W LOT 10.50 M DLMrpT M0. AS AEWWO S.WM.:STORM WATER MANAGEMENT T.A.E 7EMPORARY ACCESS EASEMENT LE-LANDSCAPE EASEMENT 3 tn_ - H0.A�HOMED A557CIA MW ° ` 1. 4 :'''4 =i ,.e .. 2 THIS PROPERTY IS W7 M THE CCWORA7E LAOTS Or 7HE UNl7ED CITY OF YDRKWUE ju 1 I J sle'S7EEL RODS SET O ALL fXT bm cmwiceS UNLESS OBAFRW.SE NO7ED. S/e- SIM RODS WALL BE SET AT ALL Wr"COWERS WTfWI 12 MONTHS I RECOKU7ADY 4.DACNA7/S ALCM:OMIES ARE ARC 01SMAKES UNLESS 07NFRWSE M07ED. iV 1 1 5.NO DIMENSIONS SNAU BE ASSURED BY SCALM Z 1 1 6.ALL AREAS SHOW HEREON ARE MORE OR LESS TO TI£NEAREST SQUARE FOOT T.DUSTMO ZONfNO AS 0?-2 AUX.(DOTED OTY OF YORICNLLE) 1v 1 a OPEN SPACE TO BE OWED AND MAMTAYED BY HOMEOWOU ASSOCIATION 9- ` JO'KWKMLLE-BR1STLr 9.BEARMGS ARE BASED pI LOCAL Ct?04MGT£51SIEM g 1, 1` PER OOC.TY USEVENT I0.SEE COWN/NTS AND RES7MCWNS FOR E'ASEMFNT PROW90NS NOT SHOW HOLICN. ZZ 1I.PUBLIC UTILITY AA®DRAMAGL EASEMENT IS HEREBY GRAM70 OVER ALL U7 LOT 2050. A GRAPHIC SCALE FUTURE 1 1 FOUND PINCHED Nf'E 6.-r.�—u..F— 'm BRISTOL BAY P.U.D. ` 1 °"°°`"°°"" , UNIT 13 1 y SCUM fXIE OF SEC 1-J7-7 4 _--- .NR�� __--- - ----- o'. FNAL PLAT OF SUBDIVISION --- 1 1 a •13 --�'�--1651.]6Newut R' BRISTOL BAY P.U.D. y �. V 1,1 / L*E Lr sm 9-Jr-7] LINT 8 Aas Lwffe $g YORKVI IE ILLINOIS FOUND V M PIPE `0 / 8 �cM.9aPlS oNN BY' Wt. HIE: VRQECr Ho. PER OOC.ND.eSJ1e , 2 f O r. ,.cs 06109"C6 CM-060-W-4 / 2 DSN 8Y: Mh NOW SCALE BEET M0. SEE SHEET N0. 3 FOR CONTINUATION x N A I"-for • OIK Bn um VERT SCALE: 2 OF 5 S OD N A FINAL PLAT OF SUBDIVISION Sl= ENGINEERING CONSULTANTS, INC. av9./9LTpTC1vaAL wcLN�e AlID suTLVSrORs BRISTOL BAY P.U.D. LT1vIT 8 ILISIOB PmImiwma"ter Fm f ID♦-mttft L1WP.F!f 06Q305FP ITaw 1Ory PLOT Tt£STANDMD A SUB0114SION OF PART OF 7HE S 112 OF SEC 4-37-7, NEW uNTa N AND PART OF 7HE NE 114 OF SECTION 9-37-7, IN THE UNITED CITY OF YORKVILLE, BRISTOL TWP., KENDALL CO., ILLINOIS w SITE LOCATO V MAP 8 PQO-ECT I FUTURE SEE SHEET NO. 2 FOR CONTINUATION a AREA BRISTOL BAY P.U.D. UNIT 13 1 — SOUTH LOVE OF SEC 4-37-7 v], a�'Rlii 4 4 in __ ----JV7 NBPW']44r0 Q AA,vMM2td ' Ruue/! 6m - 9 1 4 R: AN 94U --- °3391V / / NORTH LOVE OF SEC.9-J7� y M� R ^ , P.O.B.L"Td FOlA1D PINCHED PIPE • rJS �YwA 4 LIwwK ED H I I119i1-02 FOLIND RON PIPE PER DOE.NO.B.t1t6 L' �Ny • ,!P 25 /,bnc�G.. PER WC.NO.$3410 I -_ r / , R 't • 7J.e.fi•oFx 7r� i, z I r14�: AH.,eL lNa a/ � IJ9.A7 I f Xr • .q,y1{y/ SLG )/ t\ • TC.6bAron SID Yli A 44' A CH=l15.40 CB=N 26°02'36"E _ C, yy ' tg L �e TysFAlo. ::. ..:: O•^ :: MOT M SCALE W PLAT PREPARED FOR: CENTEX HOMES H / / 2205 POINT BOULEVARD,SUITE 200, I - ELGIN, ILLINOIS 60123 a , .. PROJECT CONTACT: 3 70.00. 2 , ! _ 1 MR.JOE MARX 5•1339E I PHONE: (847)783-6300 _.,- FAX: (847) 783-6303 FOUND GOf+GHEFE MONUMENT TOTAL GROSS ACRES-6510 g ti l A HMA£T UTILITY AD RMQ EASEMENT KALL F LOT 1OS PDP 00a.Oi /Al AS RFLriK1fD W swLwrGGrncr orulr rA>arTn I PELT DOG IAA - ,.ANNOTAiTLN A09R£NA71pN5- e137ZS SEE SHEET NO. 4 FOR CONTINUATION B.£L-BULaNG SETBACK LINE GRAPHIC SCALE POs-POTNT OF aEGNWOVG - POC-POWT aF Q7WENcE7YENr P.V.Nt 0.E PuBUC URUTY ANO�AQAINAGE ELS✓•71ENT £WAL+STCRM WATER AIWA[,E'AIEF�T - (IN RI I T.AE-TEINPORARY ACCESS EASM"" LE.=LANDSL^APF EASEMENT LE" N.aA-NOl7E0MdRY ASSOCIAR4 CENTERLINE 2 THIS PRa rr 15 MTMN THE CK.I 0.,E-UMVTS OF THE UNITED CITY OF YORIM[LE SOUAVARY LINE S 5/B-STEEL RODS SET O ALL IX iST!WR CORNERS UNLESS OTHEAMSE NOTiD. 51r FNAL PLAT Cr- SLBDNISION STEEL RODS MLL BE SET AT ALL OMRIOR COVORS W"M 12 AM7HS OF RECORDAnON.. BRISTOL. BAY P.UD. RIGHT OF WAY LNE A DIODIWONS ALONG CURVES ARE Al C DISTANCES LWLESS OTNERIWSE NOTED. S WIT 8 LOT LONE 5.NO DMIENSTCNS SHALL BE ASSUMED BY SCAL1Na - YORKVI I F ILLN�IOIS BLM.ANG SE794C7K LWE 6.ALL AREAS 57TOMl HEREON ARE MORE OR LESS ro iF.E NEAREST SQUARE FOOT. ! 7.E0S77N0 ZONING 15 R-2 P.O.O.(L07ED CITY OF YOWKLLE) ————_-— EASEMENT UNE REM9CHS DIN BY: NT. DATE PROJECT N0. 5 Q°ETI SPACE ro OMIED ANO TAMED BY H0120MIER5 AS517OA 7704. EXTSTNG P OPERIY LINE 9.8£AINIICwS ARE BASED ON LOCAL�7DMAIE SYSIEL. 15 111 B 06 SOS C£1X-060.705-4 IO SEE COVENANTS AND RESTR/C Fa4 EASEMENT PROHSO4S NOT SHOW HomrAL f } DBN NIA BY: NT. HgtlZ_SCAIE RIFE?NO. EXISTING AA7NT OF WAY CRNf Il PUBUC u77UTY AND aRANAGE EAgMENT IS HEREBY GRANTED OVER ALL OF LOT taw- 4 09(BY: INT.- VERT SCALE 3 OF 5 1 CLD MIA FINAL PLAT OF SUBDIVISION SMITH ENGINEERING aTb/STiOC1OBlLQtGB®S AND sDavUose INC BRISTOL BAY P.U.D. .0164- UNIT 8 IILII700 PN1�90R.7 '.'" '..-666IW .� _� PLOT i%E S,AICNRO A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, Mne WT 8-a AND PART OF THE NE 114 OF SECTION 9-37-7, IN THE UNITED CITY OF YORKOLLE, BRISTOL TWP., KENDALL CO., ILLINOIS SI7E LOCATION MAP PROJECT AREA oa 8 °i 17 rom,n' eEeT y.u �iio a "✓r nd„m T SEE SHEET NO. 3 FOR CONTINUATION T rr ue mn� ✓-f" L r M a irrze A6,.. .G- rr D.cASO.x Y . sv r r JO'MRKWLE-BRISTX SAMTARY DSnWr ' 0IllTY EAST MMr � p�> � .y�\ .r. 1'ER DOG NO. /0 art / y��{ 7774 Li oN 1. / r b`�I ^� KNdScPancl �.aa�Af g ' Aor ro scar LOT u PLAT PREPARED FOR: v,e.ae, / r CENTEX HOMES _ $ 2205 POINT BOULEVARD,SUITE 200, 4•' - ELGIN, ILLINOIS 60123 PROJECT CONTACT: MR.JOE MARX PFAX`(847) 783 63030 TOTAL CROSS ACRES=6140 Pc. ... - N7$731 91W \ 20'HEREBY DEDICATED _ NORTH USE OF GALENA ROAD � U NIAMMLIP/N�16E EAVEN OfEX ALL 6lOT AS PER DOCUMENT NC 143193 , _ CN,=T3 3 ` 96C& 7r5po ``\ eo PER 1w z 00 1-AANOran W ABaRFWAnays- B.S.L.-BUILDING SETBACK LAVE § ` \ GRAPHIC SCALE P08.POWT OF BECNNWG PDC-D-E, OF LY114 unu YfA1 P.U. D£-P C0A i6gCEW ANO DRAWALE EASEMENT SICML=57OFM OVER AUNAGEIA9NT \ \ TAE- 7EW ORARY ACCESS EASEMENT ` \ L 77m LE.-LANDSCAPE EASEMENT L IPrd- et H.aA.-HOWOWER'S ASSOCIATION l \\ ` \ 2 THIS PROPERTY IS W1TWN THE CORIVRATE LM FS OF THE UNITED CITY Or 7DRKWLE - CENTERLM 1 518'STEEL RODS SET O ALL EXTERIOR CaWERS UNLESS OTHERWISE 107ED. 3171 $TEFL RODS HILL BE SL AT ALL WTI:RM CORNERS WI7HW 12 MCW7H5 OF RECORDAIIW. BOUNDARY LINE � \` \ FINAL PLAT OF SLEDMSION A DAYENSLWS ALONG CURVES ARE ARC DISTANCES WESS 07HERWSE NOTED. -- RIGHT OF WAY LWE ` BRISTOL BAY P.U.D. 1 NO LN OMONS SHALL BE ASSUMED BY SCALJNO LOT LM WIT B a ALL AREAS SHOWN HEREON ARE MORE OR LESS TO THE NEAREST SQUARE FOOT. YORKVIL.I.- L.LNOIS BUNDNG SETBACK LAVE 7.E10S7WO ZONING IS R-2 P.UO(L"7ED CITY OF?W*WLLE) T B.OWN SPACE TO BE OWNED AND MAWTABED BY HOYEONIERS ASSOCATM —————— EASEYFNT LANE NEWSIM DMN BY:I NT:I DATE I PROJECT NO. 9.E£ARWGS ARE BASED ON LOCAL O70REMNATE SYSTEM 06109106 CE7X-OB0.J03-4 EVSTWG PROPERTY 06 2 DSN BY: MIT: IiOf¢SCALE: Na f0.SEE COWNAN7S AND RES7MCDONS FOR EAsomyr PROKSKNS NOT SHOW WWW. y N A 1'=60• /1.PUBLIC UWJTY AND DRAWACE EASEMENT IS HEREBY GRANTED OWN ALL OF LOT 2030. 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Name of Petitioner(s): C e rffl-x a-o W�S Address: Q).0 6)z eA,,f js'fi�c� E ins l G a 2 3 Phone Number: (rlf'4) �f3 - 0 a O Fax Number: v Y4 ;3 — 6 3 D 3 2. a). Street address and physical location of subject property: b). Legal description of property; attach as Exhibit"A". c). Total Acreage: :� . G'-� A c &—J � �cwcQ0J"J ,vim�S7 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: _ cJ1Rtr1"ES w &Ld.—, Qr,LtZ:tiq, eA Pi-,4 AeylAt -14y,,S,/,s1y Attorney: Name: 1prc cQ a 07 Address: 0, L✓ V 4 6 gN XT C41,1.4S Phone Number: (3 l21 V V- Fax Number: %L !M O ) Engineer: Name: S&j-14 L Af 6 Address: 9,55 TO kA) S1 �a✓ v I�� .S 6OS6 Phone Number: 633-/ S 3 - 4S 6 D Fax Number: . Land Planner: Name: &(( �! C=A C AS Address: YXWne- 4.o,)-r— Phone Number: Fax Number: 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: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) WD Subscribed and sworn to before me this l day of , 2000(p . O'rVAL SEAL OANNE M. BOWERS LNYOJTARy PUBLIC,STATE OF ILLINOIS . Notary Seal COMMISSION EXPIRES 7.21.2009 THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application,fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County,Illinois Department of Transportation,Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee- $500/Final Plat Fee- $500 a. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10=$2,00 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100= $10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants-under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2"d and 41'Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council,you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer,Building Department Official,Emergency Medical Rep,Public Works Director,Executive Director of Parks and Recreation,Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only;Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement,PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents,bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records)to the Deputy lerk,United City of Yorkville, 800 Game Farm Road,Yorkville,Illinois"60560. Date 1 e of Petitioner Leal Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings I Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand comer: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS,CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 52 Wheeler Road •Sugar Grove, IL 60554 TEL: 630/466-9350 FAX:630/466-9380 www.eetweb.com Engineering Enterprises, Inc. July 19, 2006 Mr. Joseph A.Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 2, (Centex Homes) Bristol Bay P.U.D. Unit 9—Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 9 prepared by Smith Engineering Consultants, Inc. consisting of 2 sheets and dated June 9, 2006. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. The Point of Beginning currently labeled, "P.O.B. Unit 8" should be corrected to reference Unit 9. (sheet 1) 2. The legal description should be edited, at line 19, to include the words "Unit 1" after the text"Bristol Bay P.U.D." (sheet 2) 3. Rosenwinkel Street should be labeled as "Heretofore Dedicated". (sheet 1) 4. The existing Blanket Utility and Drainage Easement vacation note needs to have the recorded document number and recording date added prior to recording of this plat. (sheet 1) 5. The buildable lots within this unit should be consecutively numbered. (sheet 1) 6. A second concrete monument should be shown for this unit to comply with the Illinois Plat Act(765 ILCS 205/). (sheet 1) 7. Access drives and parking areas shown on the engineering plans should be provided for by grant of Access (Ingress and Egress) Easements, dedicated private streets or dedicated public right of ways. 8. The Surveyor's Certificate paragraph relating to the Plat Act (765 ILCS 205/1) should be edited to the language and form developed by the United City of Yorkville. The included text which relates to the setting of interior monuments within 12 months of recordation of the plat is not part of the Plat Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot July 19,2006 Page 2 of 3 Act but rather part of the Illinois Professional Land Surveyor's Act of 1989 and should reference this act. (sheet 1) 9. The Special Service Area statement should be edited to be of the language developed by the United City of Yorkville. 10.The heavy line type should only be used for the boundary lines of the unit being platted. Please review and edit appropriately. (sheet 1) 11. Item 8 of the notes block refers to "open space"which should be defined and depicted on this plat. (sheet 1) 12.The notes block on sheet 2 should be edited to contain only those items which pertain to recorded plats of subdivision. (sheet 2) 13.The Public Utility and Drainage Easement provisions should comply with the developed language and format developed by the United City of Yorkville. All instances of the word "blanket" should be removed. (sheet 2) 14.The legal description for the boundary does not mathematically close. Please review calculations and edit appropriately. 15.Remove any reference to future subdivisions. They do not exist, so they do not belong on the plat. 16.The County Engineers Certificated is not needed. Our review of this plat will continue upon receipt of the revised plat. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. jAL..,F William Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager Ci:i)'uUlic`:York iile':30Q=I`.YO(1d05 Centex Homes-Galena Road`:does!Iwv rot1G-C'nit9FinalPlat.doc Mr.Joe Wywrot July 19,2006 Page 3 of 3 PC: John Crois, Interim City Administrator Bart Olson,Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski, Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW/JWF, EEI C i:`.Public\.YerkA.-iIW2001%YO0405 Centex Homan-Galena Road'•,does'.Iwyk+TOtl6-Unit9F'inilPlat.doc FINAL PLAT OF SUBDIVISION ISMH ENGINEERING T CONSULTANTS, txc. BRISTOL BAY P.U.D. UNIT 9 C0111P.FNE`OpOIOv'P Plas 2Aq £LOT ilE3fANOMO A SUBDIl4SION OF PART OF THE S 112 OF SEC 4-37-7, `¢*—T F-m AND PART OF THE NE 114 OF SECTION 9-37-7, IN THE UNITED CITY OF YORKW , BRISTOL TWP., KENDALL CO., ILLINOIS SITE LOCATION MAT' ,N R, t��vfr--�v��CC//� �_- FOUND.'W'IRON PIPE 1'S -. I-90-EVT O.OI'E M O.OWb OF GARNER 4 m .TO N AREA LOT W% LOT 1880 4 tR3' BRISTOL BAY P.U.D.+-- T Y ill,a3 Rob �R OG. -39 I I D NO 05 . 'J.e yc SH, 5AO W See-47'5W E 1 — — — — – Z, , FOUND OONOWE UOWMN T LOT 1704 LOT lass AT L:ORFER u 84.70' BRISTOL BAY P.U.D. -f= S88°47'59'E / — — - UNIT 7 r� a Tsrzs Af�G n 201.36 S88'4T59'E I DOC. NO. 05-39538 — - i wtm 56GO H P75,� 7 t �� M LOT 2028 rz T4a SF Mr amulet R0.N A II 12.74a sr. I .rc as Nr��mwt I AnT ro scuE FUTURE BRISTOL BAY P.U.D. n T- PLAT PREPARED FOR: UNIT 11 " I r> CENTEX HOMES N^� 2205 POINT BOULEVARD,SUITE 200, A� I� N I ELGIN, ILLINOIS 60123 % Am PROJECT CONTACT: MR.JOE MARX PHONE: (847)783-6300 FAX:(847) 783-6303 Z FUTURE EbSINC el,vaE'r UAHY AIO aaA4R•+aE EASEND'T OKX ALL BRISTOL BAY P.U.D. TAA6 srN�YYAG m W SAO NCfT�G i / % j \ UNIT 13 9AY P.UA uMT A s.ar Noo°24'a N46'2 '14-W o / Ne5°25'40'11 LOT 3 LOT 2042 204 { 7 12,7f Sf. / �\ p I FOUNDPINC/EDPIPE PIIIOOC.NQ.—$ N21*5r07'W j / 'r SWW II'L 6 SEC 4-57-£ Nil / /,. / i P / / / _ _ _ ___ 2653 38'N8 34M - _ N88 /MIN NLrrw LLw s SEC 9-37-7 R I +++r r+omaW+fiw I FONO=MPPE I i FV1LM NO PER om NO.Rd70 P.0.r-LMBT9 BRISTOL BAY P.U.D. I.ANNOTARON BUILDING SETBACK- RAM: I�n UNIT 10 BSL=BVKDlNG SEIBACIC UAE /-7�77� I GRAPHIC SCALE POP=PDTNT OF BCG#M'NG y///////' PUBLIC UTILITY d POC=PGINT OF O7/A/E7KEWENT I/// // '' I ORAINACE EASE7NOJT AREA P.U.d•QE=PUBLIC UT41TY AND ORANACE EASEMENT SW.M.=STORM WATER MANAGEA*Nr T.AL= TEWPQPARY ACCESS EASEMENT LE=LANDSCAPE EASEUVVT T 1vcs' tt NO.A.-HCNEOWARS AS'SOG7AwN CENTERLINE A PUBLIC URUTY AND ORANAGL EASEMDIr•N ACCORDANCE WIN Z WS PROPERTY IS WHIN THE CO'doORAX LAWTS CE IRE LW70 CITY OF YORKILLE. THE EASEMENT PRON57ONS STA 7ED HEREON(IS HER®Y(RANTED 1 578'S7EEL RODS SET O ALL EXMMOR COWERS UNLESS OTHERWSE NOTED 578' BOUNDARY LINE OMER ALL AREAS OF LOTS 1027.2028 AND 2040-104J FW JAL PLAT OF $IJBDNISION STEEL RODS WU BE 5ET A7 ALL Mn.TWOR CORNERS W7MN 12 MONTHS OF RECaW nON. -_ /WW 7 OF WAY LINE (EXCEPnNC my FFRcm 7HAr PART OF SAD L075 M W"A BRISTOL BAY P.LI.D. 4.DLWNSIONS ALONG CARIES ARE ARC DISTANCES UNLESS OTRERWSE NOTED. PR4NCIPAL RESTOENnAL BUIL NG IS TO BE CONSTRUCTEM), I.NIT 9 cor unE Yp�yL I F LUNKAS S NO DWENSIONS SHALL BE ASSUMED BY 5'CALMG B.ALL AREAS WORN HEREON ARE MORE OR LESS TO THE NEAREST SQUARE FLAT. BUR084O SETBACK LINE LAUD USE %A4WAWr xOF 7 EVSTWG ZOWNG FOR CONDOWWAfS IS R-4 P.U.D.(WTED CITY CE MRKLRLE) ———— — EASEMENT UI✓E LAND USE AL 2w 1 row ACITES B OPEN SPACE TO ITE ORNm AND MAINI"IM BY HOWONNERS ASSOCIAIKW. 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Name of Petitioner(s): C4ew fi-X' )4 a w e-S Address: 02 2 O �- ��i�� /u Q � �(�. w =� bl° /L3 Phone Number: ��Y'}7 mod'3 - 6; o -Fax Number: 2. a). Street address and physical location of subject property: b). Legal description of property; attach as Exhibit"A". r3 c). Total Acreage: 19' -S 3 i4 C y� 5 G'7'0 WV es 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: 4 W4'ewi act f3 ( y2) 741- 6063 FRX Attorney: Name: Z f w L-r2- I(" Address: W - M Ad 3.iJ G 4., 4 dc" 6 Phone Number: 31Z-)96 k/- q-6 6S- Fax Number: 1'3)1 ) ?-�0 v Engineer: Name: . )kf-;* e I Address: Ct h'V YT- 1A Ile<.)A" =;t7( 6 0 46o Phone Number:(&3t")) 53,7- 7,T 6 a Fax Number: Land Planner: Name: 'e-t 'C. Address: JAwcj A 4- ��► --G Phone Number: Fax Number: 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: ,t; &10,4- P.e ioner s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, A r" Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this day of w.` , 200 yV . OFFICIAL 877.21 FOTAR ANNE M. B w`�- Notary Seal PUBLIC,STAT MISSION EXPIR THIS APPLICATION MUST BE NOTARIZED. Page 2 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 &cords)to the De uty Clerk,United City of Yorkville, 800 Game Farm Road,Yorkville,I inois 60560. Date i ature of Petitioner C�Ar , Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings I Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS,CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1. Dimensions of properly. 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 A.pplioation Revised: 5/4/04 52 Wheeler Road •Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eetweb.com Engineering Enterprises, In=. July 19, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Bristol Bay Subdivision, Phase 2, (Centex Homes) Bristol Bay P.U.D. Unit 90-Final Plat Review United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat of Subdivision for Bristol Bay P.U.D. Unit 10 prepared by Smith Engineering Consultants, Inc. consisting of 3 sheets and dated June 9, 2006. We offer the following comments: FINAL PLAT OF SUBDIVISION 1. The Lot 2050 in this unit is redundantly numbered with Lot 2050 of Bristol Bay Unit 8. Please reconcile this redundancy and edit appropriately. Note, there are two references to Lot 2050 in the notes block which need consideration. (sheets 1 and 2) 2. Rosenwinkel Street should be labeled as "Heretofore Dedicated". (sheet 2) 3. The heavy line type should only be used for the boundary lines of the unit being platted. (sheets 1 and 2) 4. We recommend editing to a larger scale drawing for this plat because of the small sized lots and crowded graphical area. This change will help alleviate text and line work overlaps (i.e. Lot 1775, Lot 1885, Lot 1846, Lot 1939 etc.). (sheets 1 and 2) 5. The overlapping text with line work should be corrected in all occurrences, regardless of item 4 above. (sheets 1 and 2) Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot July 19,2006 Page 3 of 4 19.The existing Blanket Utility and Drainage Easement vacation note needs to have the recorded document number and recording date added prior to recording of this plat. (sheets 1 and 2) 20.Lot 1715 should be shown entirely on one sheet. (sheets 1 and 2) 21.The document number needs to be added to the blank line referencing Bristol Bay P.U.D Unit 9, prior the recording of this plat. (sheets 1 and 2) 22.The northeasterly property line dimension is missing and needs to be added for Lot 1750. (sheet 2) 23.The northerly property line dimension is missing and needs to be added for Lot 1711. (sheet 2) 24.The easterly property line dimensions (curve segments) are missing and need to be added to Lots 1734, 1735 and 1736, reference radius of 600.00 feet and overall arc length of 381.81 feet. (sheet 2) 25.The notes block on sheet 3 should be edited to contain only those items which pertain to recorded plats of subdivision. (sheet 3) 26.The Public Utility and Drainage Easement provisions should comply with the developed language and format developed by the United City of Yorkville. All instances of the word "blanket" should be removed. (sheet 3) 27.The Illinois Department of Transportation Certificate is not necessary and should be removed. (sheet 3) 28.The Surveyor's Certificate paragraph relating to the Plat Act(765 ILCS 205/1) should be edited to the language and form developed by the United City of Yorkville. The included text which relates to the setting of interior monuments within 12 months of recordation of the plat is not part of the Plat Act but rather part of the Illinois Professional Land Surveyor's Act of 1989 and should reference this act. (sheet 3) 29.The 20' Hereby Dedicated Galena Road Right of Way note should have text added to state, "to the County of Kendall". (sheet 4) 30.The note, "80' per document no. 145193" should have additional text added to state, "heretofore dedicated" or similar language. (sheet 4) 31.The phantom line parallel with and southerly of the existing 80' wide Galena Road Right of Way should be labeled. (sheet 4) C i',•Pubiic;Yorkvillet3004tYO0405 C oitex Homei-Galena Road'dod\lwyAroi t'-Unit I OFinall'lat.doc Mr.Joe Wywrot July 19,2006 Page 4 of 4 Our review of this plat will continue upon receipt of the revised plat. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William Dunn, P.E. Senior Project Manager M k G. c , P.L.S. Project Manager pc: John Crois, Interim City Administrator Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski, Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW/JWF, EEI (.i:kPublirYorb ilie'3004\Y00a0")Cenwx Hoines-Galcua Road\do&dwywrot 17-UnidOFinull'tu.doc FINAL PLAT OF SUBDIVISION SMITH ENGINEERING CONSULTANTS, INC. BRISTOL BAY P.U.D. n �. 6» �� mss:aul® ]680 FY4P:�MOt»4.�1N.o® UNIT 10 FOlH0 IRON P,PE 2'd°ry 01 E a OOTSOF C � ttOr FKP:arAN0AP0 A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, Nn2 19dr lo-or AND PART OF THE NE 114 OF SECT70N 9-37-7, N R IN THE UNITED CITY OF YORKVTLLE, BRISTOL 7WP., KENDALL CO., ILLINOIS 4 4R? SITE LOCATION MAP 17 t LMT AREA TAB_E ,. BRISTOL BAY P.U.D. HT r12' Ro Aar IlwI�339f ;'�s:F: FUTURE z3 UNIT 9 /' - , ,bld, ..�6741,T 5 15414285 ,697135 S.F. °Im DOG, NO. NO' ,z3 oG 1756,a203F 11,MS.F. I BRISTOL BAY P.U.D. � -------- CID : MA�d I.w S.f. 1 1, .F. p I /60 .w:n io iO t7. ,35 1983 IA2B 8F. II• i LNIT II <•6• f .. 17 17039E M iNaF. + ° 183159 1,428 S.F. 11.11'N00°OI15'W P.O.B.UNIT 10 y,y BPnA 41 m 1 428 9 F. 063 1.318 S.F. FOUND IRON POE I •• /sf Na M i4FS ABwwI!< KL 61 135 S F. 861 1. S.. ¢ PER DOG.NO.&X ASf L- dN x79M7-o2 ,.]82175 685',05 SF. Ng17012 3 0• • /.FP.26 17M 3F. INS 429SF. I MOO' +7841A29 S.F. 15611.3m31. I FIXED CONCRETE Mg9AEN -112bIF R4 w I LOT 7729 N2¢� !4e' • .• ICI n V51,35 e.F. 1292 17 351. AT CORNHt 224.40' LOT 1728 ieJ9 SF. 1 1.703ST,--101,=S I •rs@T f7R I=OF Ire l.INS-- 88°47'59"E iNr.9F. 'S1 434.08'$88°4T59"E nk3 1 1,428 S.F. 1911 1,039 OF A7/M IJME�RD.��r7_) 1TO 1. 1 1,4ASF. ti7'N R`'1 2849]8'N99.0902'E 17✓b 1 T110 S.F. f .F. 5 ,n -_--- T - W 1838 I" 1 1840 IYSF n .uae ^ t w .er 77.?R 4•• "si 117,1,039 S.F. 1914 1.N3 .F. 1 I.-OF. 1 ,,53SF. 8 8 NwTN�E ar SM 9-57-7-1 1��L33 p �f 17781,)09 e.F. ,m91,IR S.F. a �S q ✓„� ,r N CH=17. 01' 2' _ 8 1842 e a 17Th iumsF. t af'10°9F. "PO R' _ K $ -L I 7845 cvd.s<m9d ten, _ _ .. s.. 837 R is 7rwrR 0 ,T1p 1,429S.F. I 1,OA CIF. ', O 9 7843 $^ 1844 ^ L G. 1437, t ,,35 S.. IMO,A28s I _gCE Z 1838 I 71391 1,7M S.F. 18e11,W39F. FOUND{ION POE L=41. 30!00 z 9c5o' a 1 HorroscALr ,779;033 SF 1 1928 S.F. I PER DOC.NO.SM19 1]60,4283 F. 19083.. I CH=38.01 CB=N10 1�61'W - Hsisv-.' r q seeiss.9"F nm I.-F 1 1,783s.F. L=18.37 R=188.00 _ Ire2',4D 8 F. IN 1,0333 F. ° d�Cy9 5 [yo +��'sF'4 4 1 CURVE TABLE PLAT PREPARED FOR: R531.359.F. I I.4z9SF I CH=18.38 C8=N26°1T45°C=am +{� E,et•,3 LOT 17421�S3I SC I I CURVE LENGTH RADIUS CHORD HORDBEARIN C6NT6X HOM6b 17n I.MaF 15]1 J5 S.F .00 1.ifX.aT.! CI 39x 33m 3x69 n74ro1'S5•v 2205 POINT BOULEVARD, SUITE 200, 17 1,0138E 1 1,75 S.F. L1DT 1727 a °"" C2 39)6 MOB 36m SOl'0317N lAn Sl in ton s.F. CH=6.98 CB--N 36'8° d' +' o t c3 11069 16am Ia�SB 3s•54w2 ELGIN, ILLINOIS 60123 17ULMSF , 1,42a9.F. 4313 SF. C1'I W RA C4 %UO 07M 9126 SSSSIro42 17 ,4288E IM„559.F 15.47'$6 18' 5° x^m jT' rs U1 nem nu•W-L PROJECT CONTACT: 1] 1,35 S.F. 1 1,7m S.F 1 1,58.F. 169J,,m3sF. - TQI• ' _ ' ^ ` C7 Ii5 ]2m %11'v MR.JOE MARX L=39.89R ZO. t JI 4942 Neam<z raw' ao9 5m 1440.07'392 PHoNvc: (847)783-6300 I t 9F. tW414m IF CH=39.83 CB=N16°13'46°E n 26941'398507+.' T m C9 {6 f3em tI 8 r48'E FAX: (847) 783-6303 1 q8 y,.,..r�.,,........ I 2329'IAD70'SrT C10 - 83.5 112m 4'102 1465.3)'21'E 1583S.F. •ISO 1.7036 F. ('y N CIl 1910 l5m 1]83 S31'14'29N 142�S.F:-1871.532 7DrAL 9205$ACRES-14.33 oc. 15.22 N79°15'$WIN 13u.50'$00,0'JI'� 214 SO•s?o,o•S,v� = .1 2984 Ism A 'S5'49•V )95 308.. 1W61429SF 1798,7W 9 F. NS 1,Om S F " L=Z ( 9 7• 171 .3 516 7 S37.96'OB 1 1,4]9 T 19011',35sF - � CH=7.00 CB=N 1 51 17'VY �- � � PY � � fTl U4 70.4) 6) $50.11'16•[ A PUBUC U77UTY AND DRAINAGE£ASEXIENT,M L=29.35 R 18 .0 .y RO o c15 >< $34.51.062 ACCORDANCE WITH THE EAS£YENT PROWSIMS 1 9. IW21�,.753F [[ d6 816 15 72a 36)'18• STATED NERf�IS HEREBY GRANTED 09£8 ALL B5,,4msF ,m01 ttn F `4 �i� Si �p C7 a- ,5 23.43 $08'48'$22 AREAS OF L07S 1752-19571NCLUVW(L]CEP7WG FUTURE CH-29.32 CB=NO W ° 601 I,35SY ISM 1 .F. ' • 710 - q, ae a.70 ,1210 276) PR84C AL 7M4T PART U SAID IS T OI WBGF A 1 1,758F. Z 35 s1. BRISTOL BAY P.U.D. L_ 3 LOT 7747 83 4 S OT 77 6oq F N 9 569 sm 91.3151 PR NO PAL RESIDEN7LIL BCALLVNG IS 7D BE +e5 to5 s.. ,95,ro3 sF. CH=42.27 CB=N45'23'45'E F� 4 cpLS7T7uc7ED� 18x,A29 S F. 9m]1,033 S.F. C20 62.41 ;230 :883 R17.13'11I V -- UNIT 12 SANTA MOt511CA LSI.OI'�•�COf 1 0 C21 21376 3em 193x2 43.2E-11N .teas,.,3de s F , fA2s S.F. �1 24 LOT 2050 Aw7dsrxT�.k[s O a5 sm z3 arS2'48•v 1 Olt I STREET (100°10'5VE E06 137. Al cn 3992 112m 41 ID4. 'WN AN ACCESS EAS06VIT IS HEREBY RESERWD FOR JIE law ,on S.F. I91 1 r29 s.F, 18.79 LOT 7718?9?5$F LOT 1715 17,499 sF ¢4 47.35 Sam 4239 $44.36.352 LOTS 17M 7FROUGH 1751 FOR ME SCU AR AND n rn U13o 16260 1[943 520.17- PEDESTRIAN INGRESS AND EGRESS UPON ANY AND INS 14MSF Ix11,359.F. 0 C26 Sfb 722 S8 V' 5'V ALL PA WO ROFACES OF LOT 2050 16831,359.E +9121,033. 9' Z C27 47M 11280 4683 S5l'14'27N 18101,)5 IBt]1,On 3.F. mm oNf N o O 401 =1 ON? 1186 SAO 7.•3 S.1"01 1611,,On a.F. 1/141.418 S.F. � � m � � b � 0 � �I Z C29 71.75 IBBR 7L31 S4r46'49'V AN£MS7ING BLAAN£T UTR77Y AND ORANAGE 1� r +'R� EASEIAENr 0"ALL OF®WSTOL BAY P.U.D.UNIT 1112/A30 S.F. 19151,033s.F. p � C [m iam t1 8]29 n6.51'D•31 10 PER DOCUAENT NO AS RECORDED X30 ,BID 1108 9.F. ` ' ` °r• n C31 Ifl98 15.00 1)4 n37•M'25'[ IS HEREBY VACATED W7HIN SAID Eau 1,75 F tft]1,35 S.F. - g r40. q cm 24.30 15m 21.78 S43'21'S'E ,at a.. t 1 1, s la KR'w 12]7' ab BRI3TM BAY P.U.O.LPRT t¢ 14a6Y 0 C3J 2336 1590 2+21 46•Ir01'E IM+•120&F. 181 1.033S.F. _ Z C34 20b4 1990 195 S38'lYWE Is, t S.F. I 1,4]83.F. 283.46 1176' [35 120134 187m :1575 M)0•IT12'V Map91•dY {� tat 1 6F. 1A211.SilS F. 2384' S89.5B'19•W (.1 C3E3 �m 9 NW13']I2 1 1.-SF. 18221429S.F. N50f'41'K O q8 23 6 lam 2121 '46'262 ,820 f,426Sf 1 1. ,6291,359.F. ,8241.MSF: �O c SJ6 18 4 �R C40 a 1313 14 4 19.@ S53'3S'S'E 1, S 182515]9 Z C41 I® Sm 7 MW'W24'E s.f Op C44 6254 18Bm 6823 S61•,113T t82414783F 1811353./. L43 47 365 3981 fA1'3177'V 1,0138 t 1755F. _ O 13 CN 4147 36m 3801 S47 WV 1026',42$Sf, t 1,0338.F. ep� C45 14294 162.08 1 S5 ■i�l 182817 S.F 1831 I.=S.F. R�� i C46 5982 &190 3957 Nf)•17'�'E C4) 58.5 1 00 5).77 S01'05'40'E 16 1, a. 19521,4293' FP C49 W 4]00 6310 SO1ro5'{0 ,e 1,40.F IBn 1,359E ljC1�j�1" C49 7,36 112)10 ).36• 'I7'47'V 18311,35 SF 18311]34SF. _ L 16321,A38.F 1939,, -�1633 1.033 9.F. 1898 1A283. 834 1. .F. wF I,3m s F 1.AAWOTA77ON ABBREWA17O4S- �� d IBY,1. 8F. t8 19293E I�E N3aF 1.353.E PCs =8U2AWP SETBACK L9K PCB-Pavr C1`•EEOMifFM. GRAPHIC SCALE ,ax 1.4:g s 1x1 1 on S F. POC-PORT(T CEIENT 1638 18421.428 a.F. P.U.t D.E U7RI1]'AND LRANA(E EASEMENT 3 s F 1843,,383 S.F. S WW.. S7O4.1/:PIT t. S.. t9u I)5 SF TA = ACCESS EAS£AENT C 18 Tm 7 16621, s 13451.. 1 LE Em LANDSCAPE EASEMENT 1 N^^L=SO t 41 F s.F. 9w6 1,429 SF. _ HOD.=HCiYE'OCIYER'S ASSOaA710I !W171 F. 1947,,655.F. > 2 TMs PROPERTY IS WjhV THE cowoRA 7E Liwrs IE TFIE ov TED arY or YORKNLLf- 1615 1,53 8 F. 1W 1]5 S.F. 1 "Soo B.F. 1x91,53 .F. - CCTETERLME 3.5/8"STEEL ROOS SEt O ALL DnEMM CORNERS UNLESS OTHERWSE NOTED. 5 18" I 1, I ,128 S.F. STEEL RODS WU BE SET AT ALL INTERIOR CORNEAS W THW 12 UM774S OF RECOCDAIIOK 1 1759 F. Iqt 135 s.F. Ba/NDARY uNE ,NA- PLAT OF •N.4VI V ISIVt♦ IxB t,538.F. 1 17039.. 4,D/LIENSIONS ALOYG CITIES ARE ARC DISTANCES UNLESS OTHERWSE'NOTED. s. ,917 1,513 S.F ---Ran OF WAY LINE BRISTOL BAY P.LID. test t, 1954 t.s S.F 6 NO C/6AEW90NS SNAIL SE ASSUMED BY SC4UNG L151fT b t MSF 18%1,033 6. LOT LIE B.ALL AREAS-qV%N HEREON ARE MORE OR LESS TO 77C NEAREST SQUARE FOOT. YCRKVLLE, LLNOIS 185 1153 F. NN t.4A O F 1651,ate 6.F 1957,.358.P. ".ONC.SETBACK LNE 7,DISING LONM IS R-3 P.U.D.(UN7ED CITY a-YOOINLLE) -___- EASCIAENT LOC 8 OVEN SPACE TO BE CONED AND MAWTAAED BY HOWEOWARS ASSY1CA7?CN 1EN31045 DAN BY: INT: DATE: PROJECT NO, 9.BEARINGS ARE BASED ON LOCAL COYRDWA IE SYSTEM. L ..GS 06109106 CETV-060=-4 EJOS]WG FRORE7F7Y I.RE 1¢52Y COKNANTS AND RES7R1C71LW5 FOP EA3]ENT PRONSXWS NOT 57409N NEREC/L 2 OSN BY: MIT: HORIZ SHEET NQ E#STING RFGFLT CF WAY LIE' 1t.ACCESS£ASEUENT OVER LOT 2050 IS MEREBY(RANTED a NIA 1'=B0' 12 PUSIX UMJrY AND DRAINAGE EAS714ENT OWR LOTS 1709-1751 AND LOT 2070 IS HEREBY GRANTED. A cw 8Y: HT: VERT SCALE 1 OF,'1 S Oi0 MIA SMITH ENGINEERING CONSULTANTS INC. FINAL PLAT OF SUBDIVISION �+1�Mn AM SMMZYM BRISTOL BAY P.U.D. �° F lM 3 TARP 139 1.703 8.f. 18Z 1,631 SF. 17531,033 S.F. lZ tF: 1I7DIOIB PlDR/tONIt 117 746 8 711111 1 1.L-000La ,-,,369E UNIT 10 1-S.F. IB L]m S.F. j FM� 1.679.. ,853:;OA SF. �fiC STAMNiO 2074 L3C56F .-S A SUBO/NSON OF PART OF THE S 112 OF SEC 4-37-7, S.F. 166: SF. BRISTOL BAY P.U.D. 69-I , I.®SF. AND PART OF THE NE 114 OF SECTION 9-37-7, 'M'-F. 18Rt,,3m8.F UNIT 9 IN THE UN17ED CiTY OF YORKWLLE, BRISTOL TWP., KENDALL CO., ILLINOIS PLAT PREPARED FOR: SITE LOCATION MAP 1]91L 5.. 1864,.7W 6.F. i]R1 S.F. , ,.m3 F DOC. NO. GENTEX HOMES PROX-cT M.-IT ,aB01.ZSF. -------- 1Qar -- SF. WAS,; -I I 2205 POINT BOULEVARD,SUITE 200, ,TD AREA souTx tFIE a _ .. fare• \ SEC{-s]-= YTSaT ELGIN, IL 47 ILLINOIS 60123 v E• $, t 7m 6.F. 1rA36.F 4BJ' M7,P Jf Jf ? fh55 i0 Y df ,t.tt K 1]8/ .633 3.F. ,am, SF. NorYlrorz 434.08'S88°47'59"E _ - PROJECT CONTACT: 1 ,4006.. ,an ms6F _ iFCa� MR.JOE Manx I ]OB SF -1872 O96F. I' -_-t i.Mi 8. R313M S.F. 2II5d • �y� 7 848 �rve7e'E se •n�] PNON E: (847)783-6300 k/ N Is.rAe to ,mSF. als �,F Aya. 1848 LOT/ IAT 31 \ FAX: (847) 783-6303 t 1.3m S.. 167E 1.x99.. 'ILL" 1849 _r Ir, SF. J. ,V•, it3� E//a ^ u SN 171 ]mSF. 18P 1.1086.F. 47 "� 99-,, D.fKlw, 1 LPB 9.F. 1 ¢Sib. ^ 1850 6 1 7rg I'm T, 4 /LO R.{A4dtAn. 71-F. Ifm ®Sf ` 1851 1 7 `D .CTOT 17;17 4 L703 SF. IDM 033 bf y. /2� _ yb 1. I.I ,8631,YISSF. ,.Q •( 1.¢95 1 1, S x, +Spar SBON 33. Ci [.P 91 7 / 61494.1 Oz t L4795. , t,o5sr LOT 2050 .taf y. -LE ]se.ri •r.e.'G- , 13DBSF. Ieas, Sf rsarT SaaNYi9t rr],s9J S.F. � ,1,<� ' � 'BSy �� , 1fI95.F. 1 3.F. OT 1'��7{.asr 4/: OT 17 Qt ns' 4 -1 646P. .4398F. P 4f, aOT SF FUTURE 1]08 Se arJ+.]C39c F $ by/ 7 1 r qNj ]J}, hc..Pro MJ�_ =er BRISTOL BAY P.U.D. *1D wRr- pig Trv.f 7m1F. m3 W35.F. a _ -�' § o�S 'q , a UNIT 13 gI`,s M 695 F. Baf a<9SF. � m ' 1 1,1 a 1 1.3m 6.F. z r 8 A �•y L ` A 1 109 SF. 1 w3F F 70. ) .' yy m3 sF. z ael,N SeazaJYiTE im' asJa•P .� �a a 4" ca dt `� � � $ m \ / i� v LWSa�nd � •y��'t 1 3fA S.F. IB® �I bF. U Ili I `3' 17w,69SF. t .an Sf. }j eT>S°a' 'ems.. > •G�7)g0 i paf L E G r-2saN°/��' U'' - 14A9f. 1901'.]DSS F. f N 7j:Ar• �. '� .:RI O OLL 3v " � � 'w Jmbz 9� � rna. � NorroscALr A PUBLIC UTILITY AND DRAINAGE EASEMENT,M t,7m !E 1Dms STATED N7I REEBYGRAIEDOMERVA 8 p95,p1.9 \ CURVE TABLE 1 Z s F _74C L]m s F STATED HEREON,15 HEREBY GRANTED 01iR ALL ,1j 3, > U t ,®s GG -" , s c AREAS Of COLS 1752-1957 WCCUSIkE O CURVE LENGTH RADIUS CHORD CHORD BEARING z LOT 17486,166 i O 1 G6 = \ Cl 39.36 9800 3650 N]4'WTi'V r"lASsF LOTS ONNWCH A PRIM IPAr PART N`SAID 1.]m 3..F- - ®s COTS 04 S TO A PRINCIPAL RESIDENTIAL H L° LyR9a'=i i! ff `rg`e3 i t cce3 9n SmbD 1"a sS'SmsSFwV ;9 I.A� F BuaDINC/s ro BE CONSTRUCTED). w har 9 Lea R lase I 1',- . +9111.mO8 F. W a y C• 11].30 138.m Jul) IA4'P2 s 1 1,318 S.F. 19121.7m fi.F S rn >• '• '� J 1, uJ Nr; 1869 -,k+7wsG. +>h I.nnsF AN ACCESS EASEMENT/S HEREBY REsERwD Vl LOT 1715 r1,4e6 F: !� N4Jw'rrz f \ n 609 310 ]23 NDe•m•tsv 1 11.1 F. _ 191.1_19bF FEW?LOT$1709 THROUGH 1751 FOR VEHICULAR w S,S. �� \ 64710 1874 LOT 1734 \ 90.`OXA-R6R C6 ]2135 92.m x0.30 3IIB'S9'{I•E AND PEDESTRIAN INGRESS AND EGRESS UPON CB Sag S A J23 N40'C]•3B•E 181 1,�S.F. -913 LOlt SF. W �' `44� 1 JABI' +�• a l9,{6{�F L9 {G55 L%�00 .6.33 Nla'Oa'K'E +et 1 6 1918,690.4. ANY AND ALL PA SURFACES OF LOT 2050. N m I 2176'�I- 1871 w J\I{\ CIA 83.E v2A0 83.02 7465.7'21'E lm .Msf 191]13086.4 ' O � .31 � � 1751 510YJ TR � Pr CII 19.10 1100 1713 551'14'29'V 181 I.OASF. --1918 t.7m 6.F. AN EXISTING BLANKET U77LlTY AND ORAWA(Y•- SST 01 ,.�. { 1� if. 3 �• $ gi1 L12 _21.8. LSaO 199E N26'SSV9'V ,a 1 nao s.F. 191 1yt_.. EASEMENT OVER ALL OF BRISTOL BAY P.U.O. 19917 w 1872 6.m,\ C13 8.16 saD ] r3rw•m'E 101 1.3095 F. 1910 i,�s.F. UNIT 9 PEA 00CUMENr NO. AS 1 9s \ 1962- N0116'J6'IV CI4 x61] 6).m 672] S30'll'l6'E +IIt LN3aF t@I 1,m9S.F. RECORDED IS HERESY VACATED �.+..17 Ita 1 1� 1873 _ C15 1 113m 12166 S;M'!1.06T 181 1,f1335.F. 1 1,®B.F ^z OT 1 i NIHW SAID BRISTOL BAY P.U.D. UMr 9. 289.45' { ��"'lll I� $ 188 I O t cv z3se e].m 23.45 ma•46•s2'E 1953 1;61 SF. 9 C16 306 310 ]23 563'1Y23'E 18111399.E 1 1, 1777 P D _ -" 1 L7m SF. 1 ,,4C3SF. /389'S8'19"W 8' v 1954 �' � C13 2776 15.0 723 tl[diT9'Z1v ' + 1.m3 S.F. 1-11 AJU8i 18� .. ,,y $�IBrJI.'E fadr cm a. 9zm00 6]0x69 141713•s�l'.VV 1778 i_ 1874 1 1 laz t.ca 1 1 sr. mu`i o 1955 1875 LOT 17351 t1 1 TOTAL GROSS ACRES=41.53 fK rzl 21376 1 O 193.02 N45•z6•nv 1775 _ - 'A"S.F. U w 1 ar ¢ Sm 723 M2'SE'IB'V 1. ^ ' CD C23 59.BC 112-00 59.'I N)19t•09•V 1 +p 'nisi 1774 >E I 1855 aze9' 1878 _ ea3r V�mr.J7rE cz4 n.3s noa ze9 s4r36•t3� I ,:4199.F SM751 1°r D 1957 R • IO.J'0{'W lj C23 ItL30 16200 109.13 SPOT]' N 1 1428 8.F. 011 / c26 BA6 SAO ].2P S86'09'4YV I®1+3169.F. 1.AJ Sf. (w�1 m C27 4714 142.00 4683 351'14'2]74 1 1iV09.F. ,Olt 6.r. •(� Cf 11 C2B 0.06 Sm ].22 316'19'1074 ®S.F. 1.W19.f. Frl�l{S"PO 1 M 177°{ 6 � M4�18" $ t-76.15' O I C29 ]I.]5 M. AM 62'46'.9•V g. Z i s� �• ]� Ti _ �•DY sm lu'w2 1077 wo c3D eLU t62m 3DZ9 n6•slvv O.F. 1306 B.F \CJ"(IN z " 171�yyJ� �.r, J Y• Ea , 72093 S.F VjO C32 24.31 ISm 11.]3 5�521'09'E LOT 2050 LOT 173712''S.F. a o cm 23.56 15M PL21 7446• IS I A1A3f. IW11 13 F. •♦} 1711 r17,39J if.7_ ^m h I U O C34 2014 13110 19.03 3%'13'097 2t^• c] m p cis tzsN te7.m lre.n Nm•trizv 96LS 213-00 9134 NN'12'2YV SF. '� � ..,t �•F` t jTj [37 6156 ISm 1 7483.13'34'[ R +.4A S.r: 1 1 sr. OT t•13 f�M '�" r cm 21% 1310 2121 S06.46.26'E tx+3oe nc. 1 1 SF I �y s 113• LOT 1711 • a . -13.9119- ]p C40 1316 SDO 722 riST4 MT IBM 1,7m 6.F. 1 t Y108 i. �. 17fm ��• " 41 7.0 IN 7 NM'MW C C41 ].W ]. NB3' T 1_1 as 1 ,.on s F. 1788 F 1752 ,p I C43 mew 6225 sw•te• ,1n III -1961,nB II F: LOT 1712 '4 ' .i� T' �r 5` 1 C43 - 30.m 3aa N31.31'1]v an 3.F. SF. 14x1{Sr 1787 1?,,}T 1783 '°' �� / t. C45 .u] 3a.co 3aD 34x06.09' +. b •+, £ } ,Pv s .f 2 14294 16210 138.33 536--E r+ 10.>z' �• 17GB & \1 / /] 1-A/1� C46 lt2 IB800 NT]•t]'SB'E r"�j■� NrfN6zr7 i g r,. 1784 BRISTOL BAY P.U.D. C: won v3� ml'•0m5' E - _.,x3.SF. 1786 g 'ry 71710 ^�o c4f 7.36 1 x w9•Ir4]v n�a UNIT I F. DOC. NO. 05-39532 X71 � .- t.•� ^�I , 1.ANNOTATION ABB/EYfAnews- v w''rzF'► B.SL-BUIL.OBEG SE18.4CIC tAJF I l _ / •'��$ LOT 1708 v) PW=POINT OF BEGINNING I _� M0rzz �, (g aisle SF. 3.:3. / ,a. GRAPHIC SCALE POC=POW7 COI/MENCEIIENT N)g = • ,�^ NB ST CORNER MONUMENT P.U.S D.E PUBLIC UTILITY AAIO ORAwA(f EASEMENT �� •1H'WY` AT CORNER SWM-STORIE WATER MANAGEMENT T.AE.- 7EIAPLIRARY ACCESS EASEMENT L.E-LANDSLAPE EASEL"I ALE a �/ t wN H.O.A=HOYEO7B9EN'S ASSOCIA 7164 �`~�� `• J,O _ p$? I 1 WS PROPERTY IS N7HW THE CORPORATE LTWTS CF 774E UNNED CYrY OF YORKALLE. _ _K AD 11j Fq� - CENTERLWE 3 'S/EEL RODS SET O ALL EXTERIOR CORNERS UNLESS OTNERNSE N07ED. 5/B' IaeM 13.E a 1RDIA,0.174 �� 1 �, m 3Tff7.RODS WILL BE SE AT ALL AV TERM CORNERS MHMN 12 A40NTHS OF RECOROA DON. fa 1RaAna]w3.r4erw _`` � _M CH=353 R-25.00 B=S BOUNDARY LWE FINAL PLAT OF SUBDMSION I.3.I MMONS ALONG CURKS ARE ARC DISFANCES LwLESS ODERMSE S07EA _CI'I=35.39 CB�S59°42'31 W __ RICH OF w4 LINE BRISTOL BAY P.U.D. 1 NO DNADW90NS SEMU BE ASSU MD BY SCALING LMT IO Q ALL AREAS SNONN HEREON ARE MORE OR LESS TO THE NEAREST SQUARE FOOT. ➢ER �� _-� LOT LX4E YORICVILLE. ILLINOIS 7.EMSTWO ZONING IS R-3 PU.D.(LINITED CITY OF YORKALE) BUILDING SETBACK LANE d[REIN SPACE 10 BE Owwo AND MAINTAINED BY HOVEONEERS ASSOOA DON. ----- - EASAIOJT LAVE REy1yaI4 DIN BY: NT: DATE PROJECT NCI 9.BEARINGS ARE BASED ON LOCAL COCRDWAIE SY57EV - EM57MG PROPERTY LINE 1' •'a 06 0B LE7X-OGOTOS-1' 1O SEE G03OYANTS AND RESTRICTIONS FOR EASEMOIT PRONSIONS NOT SHOMN HEREON. 2 DSN BY: NT: SCALE SHEET NO, 11.ACCESS EASEMENT OVER COT 2050 15 HEREBY GRANTED. ENS MONT OF WAY LINE i MIA I X80• 12 PC,®UC UTILITY AND DRAINAGE EASEMENT O6£R L07S 1709-1751 AND LOT 20M IS HEREBY ORANTED. 4 CHIC BN: NT: WET SCALE• 2 OF 3 3 CSD NIA y SS FN-� En z' dqmaw �hi g $ wW�jG 6w v $3 may aR cBg ° rc $. $a� s R �<rcNlK a $ W� 9� y y a�s; ffs2 ff Q W ° a � z � g Lis AofQ° € Goa 551-g oggnk M lops y� g8 Minim �� $ � & ails y $ 5- 8 0 "IIi!izroY�o 5F �`•° "$a �'�' '® € <8 < orciztu� ' x $' g� a ��w9LLy 'F °.4,�'��w L—L ws �' 3rcWO �ay � wo_rc$ o ow� d •arc= � � ��' � ®°-�-� �°qE<l�� wW < 3za 8"�`¢ ffmrc= ��3yuow -$ °wu ME-U °. Fc� € 118E U MTH 52 lit; a fa£zq FS << a 8S* < J WU N' S �e4 q 6 a 2Y VNIi �^U � • h 2 w $ °�� b� N< VVII S' G� W O N NC p a u a zi QS U h h O ° °�. G �°+ Q} a iz Al i �yy�y(((�6z N<!Qb it Nc7�g�( °fitt°� z Zq� oY ° ZO z 'z I'd i yq iE �;Y � a-Ij gWNU �<< bbN{�O QOWNQS'I 1°vWNaNVIW z��'2 U'H �a� <R� } R° PIH,, > ILtY� <j�3 V'" �'^ � QO�U~ O �2 N y� � NUI�^ W.° 1� .� OO �rii'' 3 ISIQ N KO N fj wN�! �� 8E4 < ��Y�' W�� . o< ' $x W z3 4Q h �W yy � LS �� hfi � '� w EY< w�<� � �'irc`3`�rtW �� a"3N Rti�� "I N g��g �� oN � ��y�� IZ& Q�R6 �� § s W J`q" M ^8 � g J°8 0 hu fir° tlf� _ q flit ��^< �NN�a ,°,55 a`g J k 8 SE s- 3 0 S t g Y<�3�B 'S=�n oh<��L`� .'��u^w�N vIw3a<3�bNn 1 N�a��?��.b'.h.b31'�� wo d��'g>',<��N�$ze>3!�s gti�N p�§,�i.�z P3�"—�' y�q l�iu yQ��t a. N�>_' �KN r�8 b 8N� �1�hN� � 4<�U1 a �G3v3�• 4< �a ��X � Z s�U~a' �3��5��°�yq ayq"p�s�s 'nil > < 9 Q QH 44j y a s 6 6F s�° i* s �Y ff N� 8N0 °{^fibN �b >16a1 kNW � P 1'�� _ `� i g a B .2W $01 a fi 13 y i N$' ( <�� w�� 2 •nt� �z�yykk��1��I��N� 8 ��S'�.g iy+�i.. i "dq' ��a��w �^x wQ �� -<� OF YO 9 �rG UNITED CITY OF YORKVILLE ��`l''i� _ M 800 Game Farm Road Yorkville,IL 60560 ��cFiUE� 630/553-4350 PC # APPLICA'T'ION & PETITION Please Check One: Preliminary Plan Final Plat Development Name: ,5/A-c-%46 wz y Date of Submission: 6t13io%A 1. Name of Petitioner(s): A6(f4,g ,6c).,/ocE:2s, Address: 4,k 2Sy 02.,si oL .1 Z Phone Number: Fax Number: /S-Is-J 2. a). Street address and physical location of subject property: e�;►o :,if b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 4�o 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: -Z L 6vSi 2 Attorney: Name: Address: Z Phone Number: s w Z Z Fax Number: Engineer: Name: �C✓.� s r�,��, il P.C, C w.,i Address: _2-Z$v 09 ¢; Phone Number: Fax Number: Z- Z/ 74? Land Planner: Name: %v.,-? Address: 2 ZS'D �-D, ,� ;- Phone Number: Z- Z%oC> Fax Number: Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1127/06 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification.of this amount). c. To begin the review process, the initial submittal must consist of: 1. 12 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 7 sets of Landscape Plans folded to fit in a 10"x 13" envelope 3. 7 sets of Preliminary/Final Engineering folded to fit in a 10"x 13" envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting, you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s)have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. Date: Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) Subscribed and sworn to before me this Z/ day of f c�yZyr/Zy , 200.4 Notary Seal "OFFICIAL SEAL° ISAPPLICATION MUST BE NOTARIZED. , OA1N"JoN STEVENS W STkIt v1 auNas CCaVWtlSSti?hl EXPIRES 06/16/07 Page 2 of 7 United City of Yorkville Prelim inary/Final Plat Application Revised: 1/27/06 EXHIBIT SHEET 1 OF 2 ANNEXATION TO THE YORKWLLE/BRISTOL SANITARY DISTRICT BEING A PART OF THE NEST HALF OF SECTION 29.TOWNSHIP 37 NORTH.RANGE Q 7 EAST OF THE TURD PRINCIPAL MERIDIAN,IN KENDALL COUNTY.LUNOIS NDONL Odax PuSIN:wNn.lo N MEN N,OOI-TNN m-C wPEA ND Z O<.I t""N"a" a)mtM w aol N Fal ooc NMMT 2 POINT /20/59/1 d r f OF sbc'a'FA�.Et(nfwcf/. I.esis'1.5a1i7///////////// /� V, BEG/NN/NO 88'29'52" E(N 89'05'00"E) N N �^ LEGEND UI eODNDARY LINE } IN...r S.IEA LI-I j -ADJACENT LOT LINE/PROPERTY LINE V QT� IL IRnI S.I1/L1n.I -_ -WAR11.SECTION LINE V --_-- ID•.SI.D..n•a 1 P -SECTION LINE I T�IPI.D n.0 LI...I u i E%ISTINO YORNVILLE/eRI STOL Z SANITARY DISTRICT LIMITS � J IS.I I.LI..I A m f i � T S 05'50'25" W CONOVER.AIN1 G.Et AL By y Ts y 1(i (S 06'25'33" W) PFII ooc NTISS]1 O j7 i vNE�-n-mo-ooT Y,G 170.51' TO �Aft LESS) �STpL MORE OR LF/B ACSESI N N y0��gO.00 3 LOT] w � h' N O S 2012'46" W (S 20'47'54" W) 102.40' 86'04'25"E LOT 4 (S 85'29'17" E) �`—99.32' S 30'04'31" W (S 30.39'39" W) S 88'45'41" W (S 8920'50" W) 2057.21' 48.00' S 09'24'52" W (S 1 15.30' W) manic OOYIAS 13 15.30' w�i m u-�ooi 1 moll cAln —NON OF aSlNCIs a AND 13 FJI.w � PREPARED BY: PIN:oz-]S-.too-am CEMCON, Ltd. Consulting Engineers. Land Surveyors & Planners t`rl� 2280 White Oak Circle, Suite 100 RN RLST LNNSTO»E .04.PER ox n_ Ss Aurora. Illinois 60502-9675 sz POINT PH: 630.862.2100 FAX: 630.862.2199 OF E—Mail: coddOcemcon.com Website: www.cemcon.com COMMlNClYlNT DISC NO.: 712002 FILE NAME: SANJANNEX DRAWN BY: MSD FLD. SK. / PG. NO.: N/A COMPLETION DATE: 9-21-05 JOB NO.: 712.002 TOM WHITT I Copyright © 2005 Cemcon, Ltd. All rights reserved. L�_ 1 EXHIBIT'A' PARCEL 1 DESCRIPTION: THAT PART OF THE WEST HALF OF SECTION 29,TOWNSHIP 37 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 29 PER MONUMENT RECORD 76-5255;THENCE NORTH 01 DEGREES 10 MINUTES 20 SECONDS WEST(BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY), 2148.14 FEET ALONG THE EAST LINE OF CONOVER'S PROPERTY PER ALTAIACSM LAND TITLE SURVEY PREPARED BY RB& ASSOCIATES DATED 11-3-05(DWG#:2005-12650-002D)TO THE POINT OF BEGINNING;THENCE CONTINUING NORTHERLY,502.04 FEET ALONG THE LAST DESCRIBED COURSE TO A 314 INCH IRON PIPE AT AN ANGLE POINT IN SAID EAST LINE AS ESTABLISHED BY RB& ASSOCIATES PER THE AFOREMENTIONED SURVEY;THENCE NORTH-01 DEGREES 18 MINUTES 22 SECONDS WEST,739.40 FEET ALONG SAID EAST LINE TO A FENCE NOW MONUMENTING THE SOUTH LINE OF PROPERTY ONCE OWNED BY T.SPENCER(SAID SOUTH LINE BEING COINCIDENT WITH THE SOUTH LINE OF PROPERTY CONVEYED PER DOCUMENT 896707);THENCE NORTH 88 DEGREES 29 MINUTES 52 SECONDS EAST, 2056,92 FEET ALONG SAID SOUTH LINE AND ALONG THE SOUTH LINE OF CIMARRON RIDGE SUBDIVISION AND CIMARRON RIDGE-TWO SUBDIVISION TO A FENCE LINE; THENCE SOUTH 12 DEGREES 48 MINUTES 42 SECONDS EAST,521.27 FEET ALONG SAID FENCE LINE;THENCE SOUTH 05 DEGREES 50 MINUTES 26 SECONDS WEST,170.51 FEET ALONG SAID FENCE LINE; THENCE SOUTH 14 DEGREES 56 MINUTES 13 SECONDS WEST,427.66 FEET ALONG SAID FENCE LINE;THENCE SOUTH 20 DEGREES 12 MINUTES 46 SECONDS WEST,102.40 FEET ALONG SAID FENCE LINE TO THE SOUTH LINE EXTENDED WESTERLY'OF LOT 4 IN CONOVER'S THIRD SUBDIVISION; THENCE SOUTH 86 DEGREES 04 MINUTES 25 SECONDS EAST,99.32 FEET ALONG SAID EXTENDED SOUTH LINE TO THE CENTER LINE OF BLACKBERRY CREEK;THENCE SOUTH 30 DEGREES 04 MINUTES 31 SECONDS WEST,48.00 FEET ALONG SAID CENTER LINE;THENCE SOUTH 09 DEGREES 24 MINUTES 52 SECONDS WEST,15.30 FEET ALONG SAID CENTER LINE; THENCE SOUTH 88 DEGREES 45 MINUTES 41 SECONDS WEST, 2054.73 FEET TO THE POINT OF BEGINNING,IN BRISTOL TOWNSHIP,KENDALL COUNTY,ILLINOIS. PARCEL 2 DESCRIPTION: THAT PART OF THE WEST HALF OF SECTION 29,TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 29 PER MONUMENT RECORD 76-5255;THENCE NORTH 01 DEGREES 14 MINUTES 1S SECONDS WEST(BEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY),3389;57 FEET ALONG THE WEST LINE OF THE SAID SECTION PER PLAT OF SURVEY PREPARED BY JAMES M.OLSON ASSOCIATES,LTD., DATED 6-10-96(NO.5512-A)TO THE POINT OF BEGINNING AT THE FENCE NOW MONUMENTING THE SOUTH LINE OF PROPERTY ONCE OWNED BY T.SPENCER(SAID SOUTH LINE BEING COINCIDENT WITH THE SOUTH LINE OF PROPERTY CONVEYED PER DOCUMENT 896707);THENCE NORTH 88 DEGREES 29 MINUTES 52 SECONDS EAST,2.19 FEET ALONG SAID SOUTH LINE TO THE EAST LINE CONOVER'S PROPERTY PER ALTAIACSM LAND TITLE SURVEY PREPARED BY RB&ASSOCIATES DATED 11-3-05 (DWG#:2005-12650-002D) ;THENCE SOUTH 01 DEGREES 18 MINUTES 22 SECONDS EAST,739.40 FEET ALONG SAID EAST LINE TO A 314 INCH IRON PIPE AT AN ANGLE POINT IN SAID EAST LINE AS ESTABLISHED BY RB &ASSOCIATES PER THE AFOREMENTIONED SURVEY;THENCE SOUTH 01 DEGREES 10 MINUTES 20 SECONDS EAST,502.04 FEET ALONG SAID EAST LINE TO A POINT THAT IS 2148.14 FEET NORTHERLY(AS MEASURED ALONG SAID EAST LINE) OF THE SOUTHWEST CORNER OF SECTION 29,AFORESAID;THENCE SOUTH 88 DEGREES 45 MINUTES 41 SECONDS WEST, 2.48 FEET TO THE POINT OF BEGINNING,IN BRISTOL TOWNSHIP,KENDALL COUNTY, ILLINOIS. 0 United City of Yorkville Memo 800 Game Farm Road �sr ,mss Yorkville, Illinois 60560 Telephone: 630-553-8545 ".p taj Fax: 630-553-3436 Date: July 18,2006 To: Lynsey Kawski From: Laura Haake CC: Travis Miller, Dave Mogle,Joe Wywrot,Anna Kurtzman Subject: Blackberry Woods I have reviewed the final landscape plan for Blackberry Woods dated March 15, 2006 by the Gary R. Weber Associates, Inc. and have prepared the following comments: Final Landscape Plan Review 1) Acer fremanii `Autumn Blaze' is not an approved species. Please replace with a different shade tree. 2) In the plant key,PC, QB and QM are all labeled Pyrus callyerana ' Autumn Blaze'. Correct species name and key to identify the correct plant species. 3) Side lot 23 should have detention landscaping that reflects the bufferyard standard of 1 tree per 30 lineal feet of bufferyard or for a 10 foot bufferyard it should be planted with 2 trees per 30 lineal feet. r `,QED C/Ty United City of Yorkville J� � �-�, County Seat of Kendall County 1. 800 Game Farm Road Esr yeas Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us June 28, 2006 Mr. William McCue McCue Builders, Inc. PO Box 352 Bristol,IL 60512 RE: Final Plat of Subdivision and Landscape Plans for Blackberry Woods Dear Mr. McCue: After reviewing the documents above,the following concerns became apparent: Final Plat of Subdivision: 1. Lot line widths at the building setbacks must be provided, either noted on the final plat or in a separate table. 2. Lots 4 and 13 do not have distinguishable rear lot lines. Yorkville's Zoning Ordinance states that the rear lot line is the lot line or lot lines most nearly parallel from the front lot line(10-2-3). The lot lines of lots 4 and 13 must be modified to reflect the Zoning Ordinance before the final plat is approved. Landscape Plans: 3. The dimensions of the actual sign face must be provided on the landscape plans. 4. Please note that when applying for a sign permit to construct this monument, the following information is needed: a. Plat of Survey, including the dimensions of the property and the dimensions of the monument sign from the property lines. The monument sign cannot be in an easement, and it must be at least five (5) feet from any property line. b. Mounting information. c. Illumination information, if applicable. W. McCue Blackberry Woods Plat June 28, 2006 Page 2 of 2 Please review the aforementioned concerns and resubmit the final plat of subdivision for further review. If you have any questions or require any additional help, I can be reached at 630-553- 8556 or via fax at 630-553-7264. Sincerely, Anna B. Kurtzman, AICP rsh/abk C: W. Dettmer T. Miller J. Wywrot CADocuments and Settings\Anna\My Documents\Blackberry WoodsTinal Plat 6.26.06.doc r 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. July 18, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Final Engineering Improvement Plans for Blackberry Woods United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the Final Engineering Plans for the referenced Blackberry Woods prepared by Cemcon, Ltd. containing 26 sheets dated June 8, 2006 and offer the following comments: 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. GENERAL COMMENTS 1. Please provide a revised summary of quantities and cost estimate. Sheet 1 -Cover Sheet 2. All appropriate contacts should be listed—Yorkville Personnel, YBSD and Consultants etc. Sheet 5— Pavement Detail Consulting Engineers Specializing in Civil Engineering and Land Surveying ti 3. The Typical Local Residential Street X-Section should be revised to show dimensions clearly. All the pavement mixture types should be specified. This also applies to Cannonball Trail X- Section detail. 4. MOT curb ramp detail should be updated with the most current version (424001-04). Sheet 6-Overall Street Lighting, Tree Planting Plan and Details 5. Street lights should be located on the opposite side of the street from the water main per City standards. Light numbers 2, 5, 7, 9, 11, 14, 18, 21, 24 and 25, which are currently shown on the same side of the street as the water main, should be revised in accordance with the standards. Sheet 7-Overall Sanitary Sewer and Watermain Plan 6. Additional valves should be added to the west side the intersections of Purcell Drive and Cannonball Trail and Carly Circle and Cannonball Trail. 7. Temporary hammer-head turn arounds should be provided at all dead end roads with appropriate signage. Sheets 9 -14-Drainage and Grading Plan 8. Frame and grate for the open lid storm sewer structures in the grass area should be R-2502 in lieu of Type 8. 9. Detention Basin summary (Elevation, Area, AVolume, FVolume) should be provided on the grading plan. 10. The following storm sewer structures should be revised to a 4' Diameter: • (Sheet 9) 121, 123, 131, 132, 134-136, 155 • (sheet 10) 88, 91-93, 95, 98 • (sheet 11) 68, 69, 71, 80, 83 • (sheet 12) 9, 11, 15, 18, 150 • (sheet 13) 62 • (sheet 14) 54, 147 11. The following storm sewer structures should be revised to a 5' Diameter: • (sheet 10) 89, 90, 99 • (sheet 12) 6, 13, 100, 153 G:\PUblie\York%-illel?OOaa\YO0438 Blackbcrrn Woods\does\l%%)-+TotOj Final EngO 1.doc 12. The City design standards require a minimum cover on all storm sewers of three (3) feet. The street crossings between inlets and basins, in general, currently do not meet this standard and should be revised accordingly. 13. (Sheet 9) Please provide additional pavement grades at the eye-brow court at Carly Court station 65+50. 14. (Sheet 9) Overland flow route in the back of Lots 126, 127, 120 & 121 should be covered by drainage easement. 15. (Sheet 9) One spot elevation should be added along the common lot line of Lots 128 & 129 and just south of the toe of the berm. 16. (sheet 9) Please revise cross section detail of 1-1 to indicate the ditch bottom as 638.0. Please check the berm elevation along the west property line of lots 116-119 to make sure that they are higher than 638.2. 17. (sheet 10) The proposed ground elevations just outside of back of the building at Lot 96 are higher than the proposed W/O elevation. Similarly, Lot 112's UO elevation is lower than adjacent ground elevations. Please revise. 18. (Sheet 10) The proposed spot elevation of 637.7 along the common lot line of lots 110 & 111 is a low point. Please revise the proposed contours or add inlet here. 19. (sheet 10) The proposed spot elevation of 636.8 along the common lot line of lots 108 & 109 is a low point. Please revise. 20. (sheet 11) Please revise the HWL at cross section C-C to be 632.8 per calculation. 21. (sheet 11) Cannonball Trail from sta. 18+50 to 21+50 is below the HWL (630.11). Specifically, the gutter line elevation at sta. 20+00 is 629.05, which is 1.06' below HWL. 22. (sheets 10 812) HWL at cross section E-E (lot 99) is 633.5. Grading along the south property line of lots 99-107 should be revised to add a berm to make sure the overland flow will follow the proposed overland flow route. The berm elevation should be higher than 633.5. In addition, at the SE corner of lot 99, it shows the existing spot elevation is 631.2, however, the plan called out meet existing 632.1. Please verify. 23. (sheet 12) At the intersection of Cannonball Trail and Purcel Drive, the proposed T/C of inlet No. 151 is 631.3, which is only 0.16' higher than the proposed north curb grade of 631.14 at Cannonball Trail sta.13+65. The distance is 55' which results in a gutter line slope of 0.29%. Similarly at the north curb return, the slope of gutter line is only 0.15% (631.3 —631.21 over 60'). 24. (sheet 13) Please add storm structures at the intersection of Patrick Court and Cannonball G:\Public.Yorkville\2004\Y00438 Blackheny Woods\does\l%v)-Nvrot05FinalL-ng0l.doc Trail to pick up the flow from Patrick Court. 25. (sheet 13) Lot 12's UO elevation is lower than adjacent ground elevation. Please revise. 26. (sheet 13) Please review the proposed NE curb elevations at the intersection of Cody Court and Cannonball Trail that appears to be very flat. A high point may have been omitted. 27. (sheet 14) Please add additional contours in the rear yard of lots 6 — 8. The proposed grade of 632.7 along the common lot line of lots 6 & 7 creates a low point. This area should be revised as necessary. Sheets 15-22—Plan & Profile 28. For all utility crossings, please call out the bottom elevation of higher pipe and the top elevation of the lower pipe. 29. The water main should be shown in profile to aid in identifying conflicts. There are areas within this development where the water main and sanitary sewer are to be installed at similar elevations. There are apt to be conflicts with sanitary services and water services. 30. (sheet 16) Please verify the watermain and storm sewer crossing at sta.21+25 and lower watermain as necessary to maintain 1.5' separation. 31. (sheet 16) Sanitary service line for lot 1 should be connected to the sanitary sewer. 32. (sheet 17) Between sta. 32+50 and 32+75, the roadway slope is less than 0.5%. 33. (sheet 19) Sanitary sewer and storm sewer crossing at Carly Circle sta. 59+35 indicates the invert of the 27" storm sewer is 631.15. Per our calculation, the top of storm sewer will be 633.67 and the bottom of the sanitary sewer will be 633.21. Please resolve the conflict and make sure pipe thickness has been considered when you calculated the crossing. 34. (sheet 19) The pipe Length from Sanitary MH No. 4 to No. 3 exceeds the maximum spacing allowed by the City. A manhole should be added in the run of sewer. 35. (sheet 19)The location of sanitary service connection should be shown for Lot 10. 36. (sheet 21) At Carly Circle sta.79+00, the watermain is lowered to cross under 30" storm sewer, and proposed to cross over the sanitary sewer. There is only 17' between the storm sewer and sanitary sewer. This area should be reviewed and revised keeping in mind that the City typically disapproves the use of fittings for water main lowering in new construction areas. 37. (sheet 21) There is a utility conflict between the watermain and sanitary sewer crossing at Carly Circle sta. 83+00 and at Carly Court sta. 90+00 which should be resolved. G.\Public\YOI'kxille\2003\YOO438 Blackberry Woodsklocs\I%%yxwot0>FinalF,n-Ot_doc 38. (sheet 21) The sanitary sewer from MH No. 24 to No. 15 exceeds the maximum length and should be revised by adding a manhole mid-span. 39. (sheet 22) Please review and revise the watermain and sanitary sewer crossings at Patrick/Cody Court Sta. 101+80 and 105+20. Sheets 23&24—Details 40. Please add retaining wall detail. 41. (sheet 24)Type 7 grate detail should be replaced with R-2502. 42. Please add water and sewer crossing details with protection measures. Sheets ER-1 S ER-2 43. (sheet ER-1) Please revise detention cross section detail to indicate that the safety ledge is 2' . below NWL. FINAL PLAT 44. The property description in the title and legal description should be changed from Bristol Township to the City of Yorkville. 45. The area (sq. ft.) in roads should be listed under the total area. 46. The lots in R-2 and R-4 zoning should be identified. 47. All calls in the legal descriptions should be indicated on the face of the plat, ie. center line creek or subdivision line extended. (sheet 1). 48. Parcel two is not annexed into the United City of Yorkville. 49. The original legal description on the preliminary plat calls out the West line of Section 29 and not the East line of the PNA Youth Camp. A quit claim is needed from PNA Youth Camp for parcel 2, to clear up the gap. 50. The computed layout of Parcel 2 does not fit Parcel 1 with the different courses used from the point of commencement. We recommend using the same point of beginning for both parcels. 51. Remove the note"W. LINE OF NW. %SEC. 29-37-09 PER RB &ASSOCIATES" Since you are stating that you have surveyed the property. The west line is located with what is monumented and located, or reconstructed in the field from the original government surveys, and not what another surveyor's ALTA Survey shows. 52. Patrick Court is incorrectly labeled as"Heretofore Dedicated". G:\Public\Yolk%-ille120041YO0438 Blackben)W<rods\does\]%%)wrotOiFinalEngOl.doc 53. A 10' utility easement in needed along all street right of way lines and the front of the lot in the typical lot detail. 54. Lots 131 and 132 should to be added to the Typical Lot Detail. 55. The building setback line on each street should be labeled in at least one place on each sheet. 56. Ownership and maintenance of lots 133, 134 and 135 should be noted. 57. A minimum side yard easement of 10' is needed for the following lots: 35, 74, 98, 23, 1, and 30. 58. The surface water statement on a Topographic Overlay will need to be submitted before final approval of this plat. 59. A note should be added stating that no direct vehicular access permitted to Cannonball Trail will be allowed from any lot which lies adjacent to said right of way . 60. A note is needed stating who will be responsible for maintaining the retaining wall through lots 127 thru 133. 61. The overland flood route, as shown on the engineering plans, will need to be placed in an easement. 62. The text on the match line on sheet 4 should be "refer to sheet 3". 63. Lot 134 is called out as a park on the Preliminary Plat, but not on the Final Plat. 64. If a Homeowner's Association is being formed, a note should be added to the plat about the recording of a Declaration of Covenants, Conditions and Restrictions. 65. The abbreviation for Public Utility and Drainage Easements is not correct. Replace P.E. with P.U.& D.E, as stated in the easement provisions. 66. The wetland buffer, shown on the engineering plans, should be shown on the plat in an easement and easement provisions added. 67. The location of the flood hazard area should be shown on the plat. 68. The text" FIP 5/8" on lot 111, page 2, should be removed or explained. 69. The Surveyor's, Owner's, Notary's and Mortgagee's Certificates should be of the language and format developed by the United City of Yorkville. The County Engineer and City Administrator Certificates should be added to the plat. The developed language and format of these certificates will be provided upon request. G:\Public\Yoikv ille\2004\YO0438 Blackberry Woods klocs\I%%)NrrotOaFinalEneOLdoc 70. A Special Service Area Certificate should be added to the plat if any of this subdivision is included in such an area. The United City of Yorkville language and format for said certificate will be provided upon request. 71. Please review the need of the Landscape Easement Provision on sheet 5 and if not needed remove. Review of the graphical portion of the plat does not reveal any Landscape Easements. 72. The text overlap should be corrected along the south line of the subdivision at the shown boundary distance of 2057.21 feet. (Sheet 1) If you have any questions or comments regarding this review, or require any additional information, please contact our office. Our review will continue upon re-submittal of the revised plat and plans. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark �PL.S., Project Manager PC: Bart Olson, Assistant City Administrator Travis Miller, Economic Development Director Lynsey Kawski, Administrative Assistant Sam Kukadia, Cemcon, Ltd. Kelly Knierin, The Windham Group JWF/JTW, EEI G:\Public\Yorkville12004\YO0438 Blackbem Woods\does\hv)NvrotO�FinalEn_eOLdoc '% err o United City of Yorkville Memo 800 Game Farm Road EST. IBM Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: July 20, 2006 To: Lynsey Kawski (for distribution to Plan Council and Petitioner) From: Travis Miller Subject: Blackberry Woods Final Plat General Comment: The final plat substantially complies with the approved Preliminary PUD and Plan. Park Location: The Park site dedication is not clearly delineated on the Final Plat. The Final Landscape Plan depicts the Park site on Lot 134. The Park Board requested the petitioner to contribute 2.5 acres for a park site in the southwest corner of the development September 27,2004. Staff recommended the Preliminary Plan be revised to provide a 2.5 acre park in the southwest corner of the development in a report prepared May 4, 2005 by Schoppe Design Associates. Recommendation: Revise Final Plan to include a park site contribution of 2.5 acres in the southwest corner of the development per previous staff comments. This contribution will satisfy the terms of the annexation agreement provided the remaining land-cash acreage contribution is provided by the developer as a cash contribution. FINAL PLAT OF SUBDIVISION SHEET 1 OF 5 H=- THIS 1"s 100'SCALE DRAWING IS THn rur w4s wavlrr 2, FOR PROVIDED TO DISPLAY THE OVERALL..,N,,, OF eecamEx sox c r- M.Drone 6 01.. ?% THE SUBDIVISION.PARCEL TWO SH NOT TO SCALE FOR CLARI rY.REFER TO SHEETS 2,3!4 B"C"E"Y WOODS FOR DIN�S�a OVALOTS.EASEMENT rm6T.ME, BEING A PART OF THE WEST HALF OF SECTION 29 AND PART OF THE EAST AmAEfa HALF OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD a POINT PRINCIPAL MERIDIAN, IN BRISTOL TOWNSHIP, KENDALL COUNTY, ILLINOIS. I i d CIMARRON RIDGE SUMME"N'' OP KENDALL COUNTY PUBLIC CIMARRON RIDGE-TND Z, PER DOC.91]264 IclnnoN,l IS— lily-1 BEGBain-IG ""'ONG COMMSION 2 5q.11'......-�_. PFA DOG 97023/2 N 88'29'52' E (pA EL 2) LINSUBpnDED ._.�._ I e e 10 1 2.19• SEE XF AL-n• - . S.LNE Of PRCPER'1'p10E OWNED BY T.SPENCER N 88'29'52 E 2056.92' roraL AREA of SUBD)wslav t is 14 60.000 ACRES 120 121 122 121 124 125 126 127 128 129 130 131 132 ? QupvE OR LESS) 1p0 s0 0 100 ^' \ 2 U ' \ { 20 16 N SCALE: t--tOD' ,0 13 �- i wg CARLY 27 s� 3 r AREA TABLE LEGEND AREA LIeE N I\ 119 133 17 7- m G LOT AREA LOT AREA LOT ARCS :`I.u,.l 22 NO LOT LOT If.F.1 1MIIx�LI n•.fwmElm L"N T 1 0 �iR 118 57 56 55 54 33 52 51 50 18 �RT I 4 to 1 l3."r u Iz,oa !1 W.eal n.ucuT LOT Llcnw.caTr Eic 1 / 2 14,730 47 12,000 92 9.231 lupl eau un•I _ 23 ! Ir,IH 46 12.5" 93 1,120 1 J 49 N Y N t x3,2" N 12,616 M f,120 wlLOlr L1eE N 7 58 \ I _4 5 20./61 SO 10.009 $5 1,120 IL••4 D••n•f LI•••I - \ \ N �117 19 / N Ir/ 5 f 11.1" 51 a,400 " __ udOErt ulvuwl Tf Y[Ae[Y4r - e 48 T IT,822 32 8,400 fT 9,Qf ____-.1w•,I�....L.— r 010 53 e,400 96 10.]70 meE K 1 T l 60 61 62 63 64 65 66 9,R / 9 151,4n 64 e,1- e9 13, 15 —-— 1 it6 59 47 "C CO 8 o ia.w s�i e:zp It000 I2,Ot5 in•a.'D..E..Lu.a f` Z 87 A° O 772 sT 9,1" 1D2 12,015 ----'o'wttP alms u1e: V , /- 18.8x•e•a••u.u1 1 0n 1 3 20,91! S/ II,e79 103 :2 1121 O ID 72 14 2],T/! Sf 1,459 104 12.125 A IS 17.1" 60 19,369 105 12.465 Irrul•ee.E•a E1n•,I °� PURCELL 69 C, le 16,472 61 e,sus 1a 13.oT1 DKKD r4Arwcr7 lN..EK. t7 15.472 62 1,sag IOr 17,2x6 ❑ _Z 7 iB 12,408 83 0.561 la n6a, ■ aET c�x.TE � ' 69 45 ' tt 3O 13,332 65 9,8406 110 •,3�] I 82 21 13,382 " 10,"2 111 8,111 115 85 B4 81 80 79 S 05'50'25" W 22 12,873 /T i0.T6/ 112 e,l" 01 DuuTE.aLCTI 83 70 , 23 12,Da " s,eft \ ro 78 S 44 ' 10 8 170.51' za 14,8" " a,TSO n4 e,1" caRKEe I 23 1x,]00 7o e,TOO ,IS 114 F 7 21 13= 72 3;io in la;a�'+e A rSEE Dfrn 'R' R �I 77 - 1�1 , 29 14,P11 TS 9.896 116 9,144 ` W 43 24 9 29 13,240 74 8,400 119 10,249 \ \ - 2 ' 30 13,000 78 6,400 130 :9.391 i 913 E - ' 76 10 3z 15.1 964 11 e,4400 1.2 It.330 MOT!! 11• MDH IROM PE WE AT ALL LOT n 33 '.'4- " 9,2" 1x3 10,4x6 N 16,IT4 T9 9,194 124 ,D,600 73 ' 2S µ J3 16.463 E. 9,400 I% 10,500 OT,rcw aEaj,pPoDNn K DumATU11[ ILFSS 9 ` 112 88 j 11 ' 75 n9.p( 3a 14,in ez 3;4DD 125 1o,5a AEL MusulecKn AeE sl,Dlw x FEET AND I 3 e2elrfL rARn TKaew. 9 z r ' 74 4 ~ 2E 3s io;oio a e;400 iii io;soD ltl ., I 10 13,456 66 10,666 130 10,7" 0 89 /` 134 41 12,040 ee e,s6o 131 12,016 oiiruccua,r,a1N ALONG—1 ARE uc POINT o—,7,z Y ' ' 41 27 7G� .2 1a.866 a ..— 132 14.143 OIKE OF 1'^ I V/ 7 pl 14 12.000 /Y 9;3" 34 /9.16 'KIDNS EN4MED NTN 1 1 IME FECORD ° 4! 13.7a 400 13! ",454 DATA.ALL DTNC OIMnY A I ARE IEASUPED. 45 12,000 90 9,720 136 156.551 EAfEIENrf uE MEAE9Y YANT[D EK.'efa BEGINNING ° '°$110 90 19 Omae4nfE emeD. (PARCEL 2 f— i ) r '� I 9J 94 95 96 97 96 20P 38 40 28 P.E. 11�ID.TEfEPDeLIC Uwllw.��ED. w109 91r /92 f[EIPAOV1 a^OMf Foe oErAl Lf. 1 r2 37 B.L. -lu IL11w 1ETBAGK LIKE - . , s 2012'4x" w NE COURT cuE OF"""'ARE WED uroK rNE 108 102.40' `car LIKE. THE 111TION n-S all- a ? CIRCLE 29 N OI•I•1e•w IASa I. is- 38 - 4R�x ' 5 56'04'25" E E.I.P..EONeD IxOe PIPE If 4i snowl 107 10.5 33 32 106 104 103 102 101 100 99 34 30 c � S 3004'31' W >alq I •45'41' W 2054.73' .......__../ 48.00' YOUTH CAMP ASS0L9TIOIjw'*TA'IL"15"12 AND 13 P.N.A. ' ..._ PIN.02-29-300-M S 09'24'52" W '. SEE DETAIL"C" UNSUB04MDED .. -15.30• 5 88.45.41"W N 8829'52 E�_., s � 2.x8' 2.19' ... POINT OF °Y91'n OWNER_A�DEVELOPER: S.W.CORNER PROPERTY BEGINNING"BEGINNING CONVEYED PEA DOC.9"70 PARCEL 1 q}{ p McCUE BUILDERS, INC. I -� '¢ � S Fyl1T1 y' \ / 5 - 4 > 1p °g� � j'. "P 51°'0.33 s BRISTOL, ILLINOIS 60512 POINT 9 ° C—'1e og�� 8 `� �`I �� PH: (630) 551-4845 coioOaPivcwc Leg FAX: (630) 553-1250 TWO RECT.UMESTONE ~ MON.PER DOG 79-5233 . Z n t L a 6' P.E (UN ESN .> PREPARED BY: a� �SmM OTHERWSE m SIDE LOT IINP _ .-- 6'PE (LNLE55 �} i CEMCON, Ltd. TIP 3/4 �- OTHERWSE NEI.) y J LIMITS OF EASEMENT ` ' Con9ulUnq Engm64n,IArM Surve,are 8;PknMn ypQSy 'y�( 2380 WHITE OAK CIRCLE,SIA11 100 P+�" �_ - S 88'45'41' W SLOT �•� AURORA,ILLINOIS 80502-9675 > L :f0'FRONT BUILDING I I .. g 119 2.48' I ( 90E LOT UNE PH:(D83G)862-2100 FAX:(830)882-2198 'b'�'m I S.W. e-m d e00eOcemoOn.com PARCEL 1 RESTRICNON LP. (UNi.SS OTHERVnSE FROVT LOT-INE vD'� - VOTED) DISC NO 712.002 FILE NAME: PLAT .' ..11. �; ...... ....... B _ - -06/NKS ROAD DRAWN BT N.K. FU)_BIE./PG.NO A92/1-7 ;vO 9l.NF) COMPLETION DATE OS JOB N0. 712.002 I nW-5 THA.K A[ ASFMENT T I n1S 1 1Sn REVISED:02 13 DESC.R DATA RELATING THERETO DETAIL "A DETAIL "B" DETAIL 'C" REVISED:03-08-06/NKS CONSOUDATED DESCRIPTION REVISED:4-4-06/KOA LANDSCAPE EASEMENT NOT TO SCALE NOT TO SCALE - NOT TO SCALE fol,+i9nt(�2CD3 Csncon.Lt9.A11 19+1a reameE. SHEET 2 OF 5 I I N KENDAL-COUNTY PUDUC BUILDING COMM190N UNSUBgIwDED PONT OF BECnrmxc S.LgIE OF PROPERTY ONCE sp 25 so OWNED BY T.SPENCER N 88.29'52" E 2059.11' o _ 1a.B5' 11 o.3V 68.ao' eB.ar 70.00' �u_C1--7.v_P -o---i$N I I i I _1_9 -0 01 !$I I I I s r I L I I I-fia00J$SI I I A 0t SCALE! r L P.- -fp P. . 126 127 12 29 O121 123 724 $ 120 5 122 8 Jft. low mar 7o.at L b' 0' � � 719 � : �• CARLY (HEREBY DEDICATED) $ CIRCLE s 08'29'52•w 3404' 69.00' 69.48 70.00' 70.07 70.07 I I ]0.00' 1q� L-s 15e•as'4Y W -J s.z I I 3Q ].5_122.P.E.E. ' \ 27 PE 52 g� St ° 57 "'SS 56 P 55 8`� 54 S S, 53 $ $8 °$g $u g ( I$ --S 818'43'42•w- -�1J387-- I 1 1 I I r- -� S 7553'30•wl rr,n / 58 \\\`2ae9 J L_----J L-----J L-----� L-----'J L-----� L-----'' a.ar M•LB' 70.00' 70100' 7o.ar 70.00' I� 117 o1n 36.17' S>o• 70.ar II 70.07 N 88'29'52'E 70.00' 8813 a5ar sW 19 ..1E ,/ / -, r-----, r-----, r-7d3r r----- -------I r---x.11 Iln I J NJ�. i I I I I 1 1 I I I 1 1 'T4yyvt' L--S 08'{s4T W -J _T20.p0 gry r,1 3 s I s v 60 g+ 81 � 62 C� 63 P. 64 F: 65 r� 86 / �'* I GIS• s .E$ 59 I91 �g i t'.r Ik" Sm g^, 116 h lv u - N I Ise I• I E I° I t : 1 I X20'B.L I�.t -K ri /20'B.L J L Re' ' 8200 N eSL3'I 7000' I I 1Ln-INS.]p' 9507 Z•E (HEREBY DECATED) STREET PUURCCELL STREET PURCELL (HEREBY 7\. :p 88'IS42 W R. 5 88'46'62'W R.T6> 9500' �J 7p0 95.00' ]600' 70.00' ]0.00' 10.00' mar L p0' s II I I I I I I I 11.39' OS L-39.22' -q 1 1 I I I I i t 7 2 20.9.L �8 S: I 8 -9 81 tt5 I 'I 1$I -Itr ea' ° v I' N P 83 P 3 82 u P 81 P 80 v 79 / r I I TIS S I 815 $s ,: m . .,..; •'L__ J s N 88'43'47 E--� ,� I I I { I I I I I M1 S 08'49-42' .p y g I I I I I I 1 1 I I ry" f 120.0°'- _ F- zs P.E. , m L-----� L-----J L-----J L-----J L----J L- _ 70. 7o.ar 7000' N BB'L542•E 330.00' - 114 ¢I$ st $ 86 I$ S 83'34'20•E I---9 66-45-42'W -J 802'542•E--J rn S 4243'0.5•E --120.00'---1 31.40' PORff u I I r s OR or ° BEOINNfNG $I 113 4i$ $ 87 (PARCEL B) I Ell 88'45-42'E---1 �- ----120.ar- 1 112 J Zf STORNWATER3WWA0EYENT g la I$ Be 88 EASEXWN7 XEREBY GRANTED .. � _ 1 J $ 'g. OVER ALL OF LOT 135 I S 88'46.42 W - N m'4'YII•E-J SW.CORNER NW.1/a 1za00'_- _120.07 =T10N 28-37- r 7.1'P.E. ° A q 81 111 nP �L R L P i r L-_5 8C4V42•W __ _ I R N 8545'42'E---1 N 151f W 29.30'0. r I °� \ S 88'43'41•W 339. 110 '„ ) San 76.gY n.op' ]Soo' �I II II II s i L-__- 46 5 . .42•I2'_ r-- -133.66-- ° �7 h 92 : 93 P- ° 95 P: 96 a 109 _g 3'Wi /� 870 L_-S 882'6'42•W- -- I 76.97' 76.00' 78.00' 76.00' 76.00' N 882'5'{1•E 108 Y CARLY (HEREBY DEDICATED) CIRCLE {° s eg{5'a•w V�_s OS�`'I / ` L-24.05' 33.31'LV4.1a '. L.8p,77 L-7.73* I 69. 89.00' ar 89.00' 89. ' I I �`" 107 105 �P' 101 100 ,11h 104 103 102 el l 10'P.E tip' 106 {i o' Vm $4. gu ^$rni• 8g I I f" L_-�20_P_E.0 L--_��_P.EJ L--_ 20_P.E.J L_-_��0'P.EJ L-_ 20_P-J L_-{3w P.E_$ L 77. 1S 178.98' 85.00' 99.00' 1 89.00' F.I.P.3/4' S 88'45'41' W 2057.21' Ij IYOUTH COMP ASSOCIATION OF DISTRICTS 12 AND 13-.ILA. OWNER k DEVELOPER: Per D2-29-2100-001 McCUE BUILDERS, INC. i BRISTOL, ILLINOIS 60512 PH: (630) 551-4845 FAX: (630) 553-1250 D9jPARED_BY: CEMCON, Ltd. \� Consulting Engl-.Land Survaym 8 Man- 2280 WHITE OAK CIRCLE.SUITE 1DO \ AURORA,ILLINOIS 80302-9875 PH'(830)802-2100 FAX:(63D)1562-2199 s-mail:wddI DISC NO. 712.002 FILE NAME:PLAT DRAWN BY:N.K.S. F-D. BK./PG.NO.: A92/1-7 COMPLEMN DATE: 10-04-05 JOB N0.: 712.002 .:apylgNt®N05 C.-'.Ltd.&H Nptn re SHEET 3 OF 5 o,.n r...waWm. auae7,lyq.�Eyr .<.' 1C' '� �.v3it':'2r^•`- .:..ar_�.,c:-..:. KENDALL COUNTY PUBLIC /^\ N RUILON9 COAMISIOI—� T UNSUNG VDED I I N 88.29'52" E 2059.11' 4x.4o 76.J2'_ 60.30 2&2W--, 50 25 0 5 r - --1 r- r-�=-- I I f f /�' � V SCALE i'=50' g_ _J L-_ 51.52' r___Aw P.E E. 10'P. r 10'P.E.7 81 130 n� 131 e,/ % \`\�J�641• �� 132 �/ ' ♦ � 20 a I .5D L.1.e N 8676.52'E I . l4 �� Y•�. 133 STORM*TER MANAGEMENT ?' f �Y EASEMENT HEREBY GRANTED DYER ALL OF LOT 133 48 9 47 ///n\ ,/ 67 n �// \97\0 \\ ;•fj'.///� "$ '7J ` ae " /// 48 / .'�• /r ) 69 •�/i/^\ \vim%// 45 < $'\\ \ / 134 / 70 / n / /' STOe1WAIER MANAGMENT ♦ ESEMENT HER®Y GRANTED 78 44 OY£R ALL OF LOT 134 l N 4743'05'W.i� / �'2. $' / /`M1 \\ .. �5/ M1"zp / 51.40/ M 71 / ^ \•� \ 77 43 ♦ a. < 8 \ / / / �. ♦ \�/// fq\\ sO Agtr� $ s��Fl /// 42 STORNWATER MANAGEMENT ANA /IT ' EAMANT HEREBY GRANTED OVER ALL OF LOT 135 v ^7 \ vE/// 41 S 66'43'41•W 536.76' � 6"-\ 64.78' 34.28' N 6a7j. ' / \ \ �• \ i u 30 a 97 5 CIO'P.E . \ nzrt 37 \ \ �q5' N ee•a•a'E N 6 U'41'E R.2] 3oD R-25.� vP •// cT a D� NTED) COURT \k CARLY CIRCLE 887 \ (NEWRY DEDICATED)m T/ \ \ ,1,6A O. S ee•4s41•W 38 ��•N� S 88'45'41'W •: / \\\ a\.•y 'e ��D w.12'I es.00 I I 8-167.85• / yh' 40.06' L.$).es r zs P.E. �+ 33 f1► R / 8m I 35 y I 25'P.E +� •1_{-�`-P'' _ I \S 0114'19'E \ I 80.27 L_________234.52'_____ _10.29' 186.86' S 88'45'41" W 2057.21' UNSUBDIMDED OWNER k DEVELOPER: McCUE BUILDERS, INC. BRISTOL, ILLINOIS 60512 PH: (630) 551-4845 FAX: (630) 553-1250 PREPARED 9Y' CEMCON, Ltd. , 229D WHITE OAK CIRCLE.SURE 100 AURORA,ILLINOIS 60502-8875 PH:a630)862-2100 FAX:(630)862-2199 •-m a: ede4.mmo.�om DISC NO.:712.002 FILE NAME:PLAT DRAWN W:N.K.S. FLO.9K./PC.NO.: A02/1-7 COMPLETION DATE: 10-0N-05 JOB N0.: 712.012 5wn9�1®loos�,nn,ua.A ny.1,.. .wa. SHEET 4 OF 5 Q �----M DOC.813MM9011 N PER RO D ROCS 5120 I I ,{ I PEC.9702582 �i I I 2 1 7 3 I 30 25 0 SO / 10 5< 5555-- N 88'2952` E 2059.101' 13ze3•-----1 + - 19.n--t- -- , 1 .� � r 5555--- -I 1 M 21111'D4'F I I 1 4 3z m, 0Y j N 8 t IIY to .d/ mac/♦ 1 a'° 11� � 1 1 1 15 14 18 IK an Y19-E 12.43' �^ I 1 3 N I + '� �_.1 L-_..N ar4e'41,W_ --5555-40.00''-- -- ./� ♦ 3 2111 11� N 0213'19'E 42.44' Y ♦ of F g ___ - 11 1�N, 1 o �'� �5. \�•\,� (/ p� - -_Ser4�1a.9s' '23z°e'-'� j 1^ 17 /'1 R 'a 5555- \/\\•G)aj, � C 1` M4 f�8 ♦� // N �'Ql / 4 s / 111 INJ 1F \ ///• 18 �// /`tq 3e •g• 11 / 1 1 SUI 19 IS'P.E NJ d3j. p� P�25.0 p• o \ J o 7 t , /•- � / �'+ �/ 1 Ala 3 gym`• \ �/ /b — .,. a / ,14•E7r_�� -� ° ,.tia. In \/ 10 zo VIV 7g 8)T F N 8810'28'E 84.89• \ 174 27 ) STORMWATER MANAGEMENT O /\ p EASEMENT NERMY GRANTED \ y C+ m• / �'1 OVER ALL OF LOT 134 7 \ 1 \y W \,p� 28 1 f y1. ' E AY v. z 79' L .711' .'Sp° 31 E- 8.28708 2 T1 f�I10��J I N 89'45'x!'E COURT � I CARL( oEU'cA1['1'1 1 -I I _ (NERES'1 N 1= a R�2J S 1111.45•.1'r n'45 DSd L-1 I 29 a2' R-333.00• •p' I z .311 I I L-20.L-20.43' 7 0 I 2&W L 4 1111'45'41•E_--j '=, O Ory --13D.o0•-----I s ry S 86'04'25' E i 4 ml 71 ;o 12 } h 99.32' j 32 �• 18 30 88 S 30'04'31' W L-- .°/'O / 48.00' _—.-- 00 Zr -- -� zn.ar — 1111.1111• - S D9'5.30' W hl ei --,30.00'--- 15.30' S 88'45'41' W 2057.21' 3/:I�WRE�RE-i / OWNER A DEVELOPER: / McCUE BUILDERS, INC. —UNSUMMOED BRISTOL, ILLINOIS 60512 4y PH: (630) 551-4845 FAX: (630) 553-1250 CEMCON, Ltd. V C—Ibn9 En91ne M Land S—ea A 'on— z280 WHRE ;CIRCLE,SUITE 100 AURORA,ILLINOIS 805502-8875 PN:(830)11112-2100 FAX:(830)8112-2199 a-mall:ceddOcrmeon.cem DISC NO.:712.002 FILE NWE:PLAT DRAWN BY N.K.S. FLD.8K./PC.NO. A92/1-7 COMPLEFION DATE: 10-04-03 .108 N0.: 712.002 REVISED:4-4-08/KOA LANDSCAPE EASEMENT Cr 20n5--,LW..11 19-'erov0 SHEET 5 OF 5 SURVEYOR'S CERTIFICATE OWNER'S AND SCHOOL DISTRICT CERTIFICATE MORTGAGEE'S CERTIFICATE PUBLIC UTILITY AND DRAINAGE EASEMENT PROVISIONS EASEMENT PROVISIONS STATE OF ILL IN01 S1 STATE OF WISCONSINI A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION STATE OF ILLINOISI SS. 35. _ SBC AMERITECH. NICGR, COM ED, JONES INTERCABLE. OTHER PUBLIC AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SS. COUNTY OF I COUNTY OF I UTILITIES, AW HOLDERS OF EXISTING FRANCHISES GRANTED BY Tiff CITY SERVICE IS HEREBY RESERVED FOR AND GRANTED TO COUNTY OF DUPAGEI OF YORKVILLE, ILLINOIS, AND THEIR RESPECTIVE SUCCESSORS AND THIS IS TO CERTIFY THAT M,CUE BUILDERS, INC.. IS THE RECORD THIS IS TO CERTIFY MORTGAGEE UNDER THE ASSIGNS WITHIN TIME AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY B COMMONWEALTH EDISON COMPANY. THIS IS TO CERTIFY THAT I, PETER A. SLAESER, AN ILLINOIS OWNER OF THE PROPERTY DESCRIBED HEREON, AND THAT AS SAID RECORD MORTGAGE RECORDED A , DATED PRAIN40E EASEMENT' (abbreviated P.U. 8 D.E.) TO CONSTRUCT. AND PROFESSIONAL LAND SURVEYOR, HAVE SURVEYED AND SUBDIVIDED OWNER, IT CONSENTS TO THE SUBDIVISION OF SAID PROPERTY, THE TO RECORDING OF THE INSTALL. RECONSTRUCT, REPAIR, REMOVE, REPLACE. INSPECT, WAINTAIN AMERITECH ILLINOIS a.k.a. ILLINOIS BELL TELEPHONE THE FOLLOWING DESCRIBED PROPERTY: VARIOUS DEDICATIONS. GRANTS AND RESERVATIONS OF EASEMENTS AND PLAT AS HEREON SHOW AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND COMPANY. GRANTEES. RIGHT-OF-MAY SHOWN THEREON. LIMES UNDER THE SURFACE OF THE 'PUBLIC UTILITY 5 DRAINAGE PARCEL I DESCRIPTION DATED AT THIS__DAY EASEMENT', INCLUDING WITHOUT LIMITATION TO TELEPHONE CABLE, GAS THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS, JOINTLY AND THAT PART OF THE WEST HALF OF SECTION 2S. TOWNSHIP 37 NORTH, RANGE ALSO, THIS IS TO CERTIFY THAT THE PROPERTY BEING SUBDIVIDED MAINS, ELECTRIC LINES, CABLE TELEVISION LINE$, AND ALL NECESSARY SEVERALLY TO CONSTRUCT, OPERATE. REPAIR, MAINTAIN, MODIFY, T EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: AFORESAID AND, TO THE BEST OF OWNER'S KNOWLEDGE AND BELIEF, FACILITIES APPURTENANT THERETO, TOGETHER WITH THE RIGHT OF ACCESS RECONSTRUCT, REPLACE, SUPPLEMENT, RELOCATE AND REMOVE, FROM TIME SAID SUBDIVISION LIES ENTIRELY WITHIN THE LIMITS OF SCHOOL THERETO FOR THE PERSONNEL ANO EQUIPMENT NECESSARY AND REQUIRED TO TIME. POLES, GUYS, ANCHORS,WIRES, CABLES, CONDUITS, MANHOLES, COMENC INC AT THE SOUTHWEST CORNER OF SAID SECTION 29 PER DI fTRICTIS) FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL TRANSFORMERS, PEDESTALS. EQUIPMENT CAR META OR OTHER FACILITIES MONUMENT RECORD 76-5255; THENCE NORTH 01 DEGREES 14 MINUTES 18 BY: MEW IREO SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO USED IN CONNECTION WITH UNDERGROUND TRANSMI Sf ION AND DISTRIBUTION SECONDS VEST IBEARINOS ASSUMED FOR DESCRIPTION PURPOSES ONLY?, DATED THIS DAY OF A.D.. 20 SERVE IMPROVEMENTS THEREON. OF ELECTRICITY, COMMUNICATIONS, SOUNDS AND SIGNALS IN. OVER, 3369.57 FEET ALONG THE WEST LIME OF PNA YOUTH CAW PER PLAT OF UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN SURVEY PREPARED BY JAMES M. OLSON ASSOC IATEf, LTD., DATED{•10-% TITLE: A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED WITHIN THE DASHED OR DOTTED LIMES for Simi IS, 4eelgn11 Ion) ON THE I NO. 5512-AI TO A POINT AT THE FENCE NOW MDNUMENTIW THE SOUTH BY: ATTEST: TO TIME UNITED CITY OF YORKVILLE. ILLINOIS TO CONSTRUCT, INSTALL. PLAT AND MARKED -EASEMENT', 'UTILITY EASEMENT-, 'PUBLIC UTILITY LINE OF PROPERTY ONCE OWNED BY T. SPENCER [SAID SOUTH LINE BEING SIGNATURE SI ONATI%E RECONSTRUCT. REPAIR, REMOVE, REPLACE AND INSPECT FACILITIES FOR EASEMENT', 'P.U.E,- Mar Similar daelgnallPnl. THE PROPERTY COINCIDENT WITH THE SOUTH LINE OF PROPERTY CONVEYED PER DOCUENT THE TRANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, DESIGNATED IN THE DECLMATION OF CONDOMINIUM AND/OR ON THIS PLAT 8967OT 11 THENCE NORTH N DEGREES 29 MINUTES 32 SECONDS EAST, 2.19 SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE FEET ALONG LAID SOUTH LINE TO TYNE POINT OF BEGINNING IN THE WEST AS 'LOMpN ELEMENTS- AND THE PROPERTY DES ZONATED ON THE PLAT AS PLAT AS 'PUBLIC UTILITY 5 DRAINAGE EASEMENT', TOGETHER WITH A 'COMON AREA OR AREAS% AND THE PROPERTY DESIGNATED ON THE PLAT LINE OF THE NORTHWEST OUARTER OF SAID SECTION 29; THENCE NORTH BB TITLE TITLE RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY FOR STREETS AND ALLEYS,WHETHER PUBLIC OR PRIVATE, TOGETHER WITH DEGREES 29 MINUTES 52 SECONDS EAST, 2066.92 FEET ALONG SAID SOUTH AND REWIRED FOR SUCH USES AND PURPOSES. THE RIGHT TO INSTALL REWIRED SERVICE CONNECTIONS UNDER THE LINE AND THE SOUTHVIINE F CA�NCN RIDGE SUBDIVISIONHANI NOTARY'S CERTIFICATE STATE OF WISCONSI SURFACE OF EACH LOT AND COMMON AREA OR AREAS TO SERVE DEGREES 48 MINUTES 42 SECONDS EAST, 621.27 FEET ALONG SAID FENCE THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER IMPROVEMENTS THEREON, OR ON ADJACENT LOTS. AND COMMON AREA OR LINE; THENCE MINUTES OS DEGREES 50 MINUTES 25 SECONDS MESA, 170.61 STATE OF ILLINOIS( COUNTY OF I UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND AREAS, THE RIGHT TO CUT, TRIM OR REMOVE TREES, BUSHES, ROOTS, THE RIGHT TO CUT, TRIM, OR REMOVE ANT'TREES, SHRUBS OR OTHEp SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND FEET ALONG SAID FENCE LINE: THENCE SOUTH 14 DEGREES 56 MINUTES IS SS. I, A NOTARY PUBLIC IN AND PLANTS WITHIN TIME AREAS DESIGNATED AS 'PUBLIC UTILITY AND SUBSURFACE AS MAY BE REASONABLY REWIRED INCIDENT TO THE RIGHTS SECONDS WEST, 427.66 FEET ALONG SAID FENCE LINE; THENCE SOUTH 20 COUNTY OF 1 FOR SAID COUNTY, IN THE STATE A A'SAID, GO HEREBY CERTIFY DRAINAGE EASEMENT-WHICH INTERFERE WITH THE CONSTRUCTION, HEREIN GIVEN, AMD THE RIGHT TO ENTER UPON THE SUBDIVIDED DEGREES 12 MINUTES 46 SECONDS HEST, 102.40 FEET ALONG SAID FENCE THAT INSTALLATION, RECONSTRUCTIDM, REPAIR, REMOVAL. REPLACEMENT, PROPERTY FOR ALL SUCH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED LINE TO THE SOUTH LIME EXTENDED WESTERLY OF LOT 4 IN CONOVER'S I, A NOTARY PUBLIC IN AND AND MAINTENANCE ANO OPERATION OF THEIR UNDERGROUND TRANSMISSION AND OVER GRANTEES' FACILITIES OR IN, UPON OR OVER THE PROPERTY THIRD SUBDIVISION; THENCE SOUTH 86 DEGREES 04 MINUTES 25 SECONDS FOR SAID COUNTY, IN THE STATE AFORESAID. DO ftEREBY CERTIFY AREf ISM PERSONALLY KNOWN TO ME T THE SAME PERSON Is). DI STR10UTICY SYSTEMS AND FACILITIES APPURTENANT THERETO. NO WI TRIM THE DASHED DR DOTTED LINES for Iml Mar the 1pna11en1 ON THE EAST, 99.32 FEET ALONG SAID E%TENDED SOUTH LINE TO THE CENTER LINE THAT WHOSE RAMOSI AREI KNOWN SUBSCRI BF D TO THE FOREGOING INSTRUMENT, PERMANENT BJILDINGS. STRUCTURES. OR OBSTRUCTIONS SHALL BE PLAT AND MARKED 'EASEMENT', 'UTILITY EASEMENT', 'PUBLIC UTILITY W BLACKBERRY CREEK: THENCE SOUTH 30 DEGREES 04 MINUTES 31 SECONDS AND q5 OMMER[S1. APPEARED BEFORE ME iNIS DAY IN PERSON AND CONSTRUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED AS 'PUBLIC EASEMENT', 'P.U.E.' IRr Similar detlgnotlanl. WITHOUT THE PRIOR HEST, 48.00 FEET ALONG SAID CENTER LIME: THENCE SOUTH 09 DEGREES AREIISI PERSONALLY KNOWN TO MEET BE THE SANE PERSON(SI, UTILITY 8 DRAINAGE EASEMENT-, BUT SUCH AREAS MAY BE USED FOR WRITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH ACKNOWLEDGED THAT THEY IRE/SHE) SIGHED AMD DELIVERED THE SAID 24 MINUTES 52 SECONDS WEST, 15.30 FEET ALONG SAID CENTER LINE: NOSE NAMEISI AREA TS) SUBSCRIBED TO THE FOREGOING INSTRUMENT, GARDENS, SHRUBS. TREES, LAN DSCAPING, DRIVEWAYS, AND OTHER RELATED FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE THENCE SOUTH GB DEGREES 45 MINUTES 41 SECONDS WEST, 2054.73 FEET AS OWNERISI. APPEARED BEFORE ME THIS DAY IN PERSON AND INSTRUMENT AS THEIRIMIS/HERI OWN FREE AND VOLUNTARY ACT 191, PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES HEREIN ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION TO THE WEST LINE OF THE SOUTHWEST QUARTER OF SECTION 29; THENCE ACKNOWLEDGED THAT THEYIHE/SHEI SIGNED AND DELIVERED THE SAID FOR THE USES AMD PURPOSES THEREI%SET FORTH. NORTH Of DEGREES 10 MINUTES 20 SECONDS WEST, 502.04 FEET ALONG DESCRIBED. AND MAIXTEYAMCE THEREOF. SA 1D VEST LINE TO THE SOUTHWEST CORNER OF THE NORTIMEST WARTEp OF INSTRUMENT AS THE IRIHI S/HERI OWN FREE AND VOLUNTARY ACTIf I. FOR THE USES AND PURPOSES THEREIN SET FORTH. THE OCCUPATION AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN THE TERM'COMMON ELEMENTS"SHALL HAVE THE WANING SET FORTH FOR SAID SECTION 29; THENCE NORTH 01 DEOREES 18 MI MUTES 22 SECONDS GIVEN UNDER AIY HAND AND NOTARIAL L THIS DAY OF GRANTED AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH WEST, 739.40 FEET ALONG SAID NEST LINE OF THE NORTHWEST QUARTER . A.D., 20 SUCH TERM IN THE 'CONDOMINIUM PROPERTV ACT-, CHAPTER 765 ILLS WE THE 39 XT F BEGINNING, IN BRISTOL TOWNSHIP, RTHWES COUNTY, ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE 605/2, AS AMENDED FROM TIME TO TIME. GIVEN UNDER My HAND AND NOTARIAL SEAL THIS DAY OF WITH 0R PRECLUDE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIES ILLINOIS. A.D.. 20_. FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING THE TERM'COMMON AREA OR AREAS- IS DEFINED AS A LOT, PARCEL OR T AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES AREA OF TIME REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT OF PARCEL 2 DESCRIPTION NOTARY PUBLIC (� SHALL BE DONE IN SUCH A MANNER 60 AS NOT TO INTERFERE WITH, WHICH IS RESERVED IN WHOLE OR AS AN APPORTIONMENT TO THE THAT PART OF THE EAST HALF OF SECTION 30. TOYH OWNED SHIP 37 NORTH, RANGE DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND SEPARATELY OED LOTS, PARCEL$OR AREAS WITHIN THE PLANNED T EAST OF THE THIRD PRINCIPAL MERIDIAN BEINO DESCRIBED AS FOLLOWS: NOTARY PUBLIC MY COMMISSION EXPIRES -- FAC ILITIEf APPURTENANT THERETO EXISTING WITHIN THE EASEMENTS DEVELOPMENT, EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE GOMEMCINO AT A FOUND STONE AT THE SOUTHEAST CORNER OF SAID BEING CROSSED OR RECROSSED. NO USE OR OCCUPATION OF SAID PLAT BY TERMS SUCH AS "OUTLOTS'. 'COMMON ELEMENTS', 'OPEN SPACE-, SECTION 30; THENCE NORTH OI DEGREES 10 MINUTES 20 SECONDS MEET W COMMISSION EXPIRES EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY CHANGE IN -OPEN AREA', -COMMON GROUND', 'PARKING', AND 'CbMDN AREA'. THE ALONG THE EAST LINE OF SA 10 SECTION 30, A DISTANCE OF 2650.43 FEET GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. TERMS 'COMMON AREA OR AREAS-AND 'COMMON ELEMENTS' INCLUDE REAL TO THE EAST WALTER CORNER OF SAID SECTION 30 FORA POINT OF PROPERTY SURFACED WITH INTERIOR DRIVEVAYS AND WALKWAYS. BUT FOLLOW I NO MY WORN TO BE PERFORMED BY THE UNITED CITY OF EXCLUDES REAL PROPERTY PHYSICALLY OCCLPIED BY A BUILDING, SERVICE BEG INN INC; THENCE SOUTH OI DEGREES 10 MINUTES 20 SECONDS EAST __ YORKVILLF IN THE EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED. BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL, RETENTION POND ALONG SAID EAST LINE, 502.04 FEET; 7HENCE SOUTH 96 DEGREES 45 SAID CITY SHALL SAVE NO OBLIGATION WITH RESPECT TO SURFACE OR MECHANICAL EQUIPMENT. MINUTES 41 SECONDS NEST, 2.15 FEET; THENCE NORTH 01 DEGREES 14 CITY ENGINEER'S CERTIFICATE RESTORATION, INCLUDING BUT NOT LIMITED TO, THE RESTORATION, MINUTES 18 SECONDS WEST. 1241.43 FEET: THENCE NORTH W DEGREES 29 KENDALL COUNTY RECORDER'S CERTIFICATE REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE MINUTES 52 SECONDS EAST. 2.19 FEET TO A POINT ON SAID EAST LINE. - SHRUBBERY, PROVIDED, HOWEVER, THAT SAID CITY SHALL BE OBLIGATED. GRANTOR/LOT DINNER, UPON WRITTEN REQUEST. SAID POINT SET RD 739.40 FEET NORTHERLY OF SAID EAST QUARTER STATE OF ILL INOISI STATE OF ILLINOIS) FOLLOWING SUCH MAINTENANCE WORK, TO SACKFI LL AM MOUND ALL TRENCH CORNER; THENCE SOUTH OI DEGREES 18 MINUTES 22 SECONDS EAST. CREATED SO AS TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY 739.40 FEET TO THE POINT OF BEGINNING, ALL IN THE TOWNSHIP OF COUNTY OF KENDALLI SS COUNTY OF KENDALLI c ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EX EBB DEBRIS AND BRISTOL, IIEMDALL COUNTY, ILLINOIS. I SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A GENERALLY CLEAN AND p1 THIS INSTRUMENT WAS FILED FOR RECORD IA THE WORKMANLIKE CONDITION. AND BOTH PARCELS DESCRIBED AS FOLLQNS; I, JOE WYWI CI TV ENGI VEER FOR E UNITED CITY OF YORKVILLE, RECORDER'5 OFFICE OF KENDALL COUNTY, ILLINOIS, ON THE DAY DO HEREBY CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN OF . A.O., 20-AT_O'CLOCK_.M. AND CONSOLIDATED DESCRIPTION INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS BEER POSTED THAT PMT OF THE WEST HIALF OF SECTION 28, AND PMT OF THE EAST WAS RECORDED IN BOOK OF PLATS ON PAGE FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS, HALF OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD KENDAL( COUNTY RIGHT TO FARM STATEMENT '1 PRINCIPAL MERIDIAN BEING DESCRIBED AS FOLLOWS: DATED AT YORKVILLE. ILLINOIS THIS DAY OF 2003. ,_NC INO AT THE SOUTHWEST CORNER OF SAID SECTION 29 PER COUNTY RECORDER STORM WATER MANAGEMENT EASEMENT PROVISIONS NOTICE: MONUMENT RECORD ]6-5255: THENCE NORTH 01 DEGREES 14 MINUTES IG CITY ENGINEER NENDALL COUNTY HAS A LONG, RICH TRADITION IN AGRICULTURE AND SECONDS WEST IBEARI M05 ASSUMED FOR OESCR(PTI OM PURPOSES ONLY1. AN EASEMENT If HEREBY RESERVED FOR AND GRANTED TO THE LIMITED CITY RESPECTS THE ROLE THAT PRIMING CONTINUES TO PLAY SHAPING THE 3389.57 FEET ALONG THE ASST LINE OF PNA YOUTH LAMP PER PLAT OF OF YORKVILLE AND TO ITS SUCCESSORS AND ASSIGNS, OYER ALL OF THE ECONOMIC VIABILITY OF THE COUNTY. PROPERTY THAT SUPPORTS THIS SURVEY PREPARED BY JAMES M. OLSON ASSOCIATES. LTD., DATED 6-10-96 ( NDALL COUNTY CLERK'S CERTIFICATE AREAS MARKED 'STORAGMTER MANAGEMENT EASEMENT" labbrav lot of S.M.E.1 INDUSTRY IS INDICATED BY A ZONING INDICATOR- A-I OR AD SPECIAL IMO. 5512-AI TO THE POINT OF BEGINNING AT THE SOUTHWEST CORNER OF ON THE PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO USE. ANYONE CONSTRUCTING A REST BE CE OR FACILITY NEAN THIS PROPERTY CONVEYED PER DOCUMENT 096707; THENCE MONTH 8B DEGREES 29 STATE OF r�LL INOISI CITY COUNCIL CERTIFICATE SURVEY, CONSTRUCT, RECONSTRUCT, REPAIR. INSPECT,MAINTAIN AND ZONING SHOULD BE AWARE THAT NORMAL AGRICULTURAL PRACTICES MAY MINUTES 52 SECONDS EAST, 2059.11 FEET ALONG THE SOUTH LINE OF SAID 55, OPERATE STORM SEWERS AND THE STORMAATER MANAGEMENT AREA, TOGETHER RESULT IN OCCASIONAL SMELLS, DUST. SIGHTS, WISE AND UNIQUE PROPERTY PER D00UMENT 096707 AND ALONG THE SOUTH LINE OF CIMARRON COUNTY OF KENJALLI WITH ANY AND ALL NECESSARY MANHOLES. CATCH BASINS, SANITARY HOURS OF OPERATION THAT ARE NOT TYPICAL IN OTHER ZONING AREAS. RIDGE SUBDIVISION AND CIMARRON RIDGE.TWO SUBDIVISION TO A FENCE STATE OF ILLINOIS) SEVERS,WATER MAINS, ELECTRIC AND CCMUNICATION CABLES, LINE; THENCE SOUTH 14 DEGREES 48 MINUTES 42 SECONDS EAST, 521.27 IS. CONNECTIONS. DITCHES. SWALES, AMOCO THER STRUCTURES AND I, COUNTY CLERK OF KENDALL COUNTY, COUNTY OF KENDALLI APPURTENANCES AS MAY BE DEEMED NEESSARY 0Y LAID CITY, OVER, UPON. FEET ALONG SAID FENCE LINE; THENCE SOUTH 05 DEGREES 50 MINUTES 25 ILLINOIS,DO HEREBY CERTIFY THAT THERE ARE NO DELINQUENT SECONDS WEST, IT0.51 FEET ALONG SA 10 FENCE LIME; THENCE SOUTH 14 GENERAL TA%E5,MO UNPAID CURRENT GENETUL TAXES OF SPECIAL ALONG, UNDER AND THROUGH SAID INDICATED EASEMENT, TOGETHER WITH DEGREES 56 MINUTES 13 SECONDS VEST, 427.66 FEET ALONG SAID FENCE APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND LINEN THENCE SW TN 20 DEGREES 12 MINUTES 16 SECONDS WEST, 102.10 ASSESSMENTS. NO UNPAID FORFEITED TAXES AND W REDEEMABLE EQUIPMENT TO DO ANY OF THE ABOVE WORK. THE RIGHT IS ALSO GRANTED FEET ALONG 5410 FENCE LINE TO THE MINUTES LINE EXTENDED WESTERLY OF TAN SALES AGAINST ANY OF THE LAND DESCRIBED IN THE FOREGOING UNITED CITY OF YORKVILLE. ILLINOIS, THIS DAY TO CUT DOWN. TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON LOT 4 IN CONOVER'S THIRD SUBDIVISION; THENCE SOUTH 56 DEGREES 01 CERTIFICATES. OF 20_. THE EASEMENT THAT INTERFERE WITH THE OPERATION OF SEWERS DR OTHER MINUTES 26 SECONDS EAST, 99.32 FEET ALONG SAID EXTENDED SOUTH LINE I FURTHER CERTIFY THAT 1 HAVE RECEIVED ALL STATUTORY FEES IN UTILITIES. NO PERMANENT BUILDINGS SHALL BE PLACED ON SAID TO THE CENTER LINE OF eLACKSERRY CREEK; THENCE SOUTH 30 DEGREES CONNECTION WITH THE ANNEXED PLAT. EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORMWATER MANAGEMENT 04 MINUTES 31 SECONDS WEST, AR.00 FEET ALONG SAID CENTER LINE: STRUCTURES WITHIN THE EASEMENT AREA SHALL BE MADE WITHOUT EMPRESS THENCE SOUTH 09 DEGREES 24 MINUTES 32 SECONDS WEST, 15.30 FEET - WRITTEN CONSENT OF THE CITY ENGINEER, BUT SAME HAY BE USED FOR ALONG SAID CENTER LINE; THENCE SOUTH 8G DEGREES 46 MINUTES 41 GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, MAYOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID SECONDS WEST, 2057.21 FEET TO THE WEST LINE OF PNA YOUTH CAMP, ILLINOIS, THIS DAY OF A.D.. 2C USES OR RIGHTS. AFORESAID,, THENCE NORTH 01 DEGREES 14 MINUTES IB SECONDS WEST, THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE 1241.13 FEET ALONG SAID WEST LINE TO THE POINT OF BEGINNING, ALL IN THE TOWNSHIP OF BRISTOL, KENDALL COUNTY, ILLINOIS. MAINTENANCE OF THE STORNWTER MANAGEMENT AREA AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY THE PLAT HEREON DRAWN IS A TRUE AND CORRECT REPRESENTATION OF COUNTY CLERK PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED SAID SURVEY. DIMENSIONS ARE SHOWN IN FEET AND DECIMAL PARTS CITY OF YORKVILLE. THEREOF. OWNER A DEVELOPER[ FURTHER THAT H RCP SHOWN PLAT HEREON IS SITUATED WHINT EORPORATTIM17S OF THECI PAN -OMMISION C RTIFIGATE McCUE BUILDERS, INC. BRISTOL WHICH HAS ADOPTED A COMPREHENSIVE PLAN AND VA4ICH IS BRISTOL, ILLINOIS 60512 EXERCISING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 OF STATE OF ILLINOIS) LANDSCAPE EASEMENT PROVISIONS ARTICLE II OF ILLINOIS MUNICIPAL CODE AS HERETOFORE A 11i PH: (630) 551-4845 HEREAFTER MENDED AND THAT BASED UPON A REVIEW OF THE FEDERAL COUNTY OF KENDALLI A NON-EXCLUSIVE LANDSCAPE EASEMENT IS RESERVED FOR AND GRANTED TO EMERGENCY MANAGEMENT AGENCY IFEMAI FLOOD INSURANCE RATE MAP THE HOWOWIER'S ASSOCIATION, AND THEIR SUCCESSORS AND ASSIGNS FAX: (630) 553-1250 COWM NITY PANEL NUMBER ITO 410020 WITH AN EFFECTIVE DATE OF APPROVED AND ACCEPTED BY THE PLAN COMMISSION OF THE JULY 19, 1552, IT IS MY OPINION THAT PART OF SAID LOT 134 OVER ALL THE AREAS MARKED 'LANDSCAPE EASEMENT'OR'L.E.'ON THE PLATTED HEREON 15 LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA UNITED CITY OF YORKVILLE, ILLINOIS, THIS DAY PLAT FOR THE PERPETUAL RIGHT, PRIVILEGE AND AUTHORITY TO AS IDENTIFIED BY SAID FENS,MAP. THIS PROFESSIONAL SERVICE OF , 20_. CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, MONUMENT MAINTAIN, REMOVE. PREPARED BT' CONFORMS TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A REPLACE AND ALTER LANDSCAPING, SUBDIVISION MONUMENT SIONS, C E M C O N, Ltd. BOUNDARY SJRVEY. LIGHTING AND APPURTENANCES THEREOF, AS MAY BE DEEMED NECESSARY BY SAID ASSOCIATION, OVER, UPON, ALONG AND THROUGH SAID INDICATED �plp p.If[I CanauNing Enginxn,Land SurveyrorA At Plonnan GIVEN UNDER MY HAND AND SEAL THIS )5TH DAY EASEMENTS, TOGETHER WITH THE RIGHT OF ACCESS ACROSS THE PROPERTY AW g/ OF FEBRUARY, A.D., 2006. CHAIRMAN FOR NECESSARY PERSONNEL AND EQUIPMENT TG GO ANV OF THE ABOVE T/% 2200 1MIfTE OAK CIRCLE,SURE 100 WORK. THE RIGHT IS ALSO GRANTED TO CUT DOM, TRIM, MA INTAIM, V AURORA.ILLINOIS 60502-9575 REPLANT OR REMOVE ANY LANDSCAPING. NO PERMANENT BUILDINGS SMALL PH-(070)862-2100 FAX.(830)652-2199 _ BE PLACED WITHIN SAID EASEMENTS. INSTALLATION OF FENCES 0(t 4-moll:coddocarnaon.com ALTERATION OF LANDSCAPING SHALL ONLY BE PERMITTED WITH THE DISC NO.:712.002 FlLE MIME:PUT ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3072 WRITTEN CONSENT AND APPROVAL OF THE SAID ASSOCIATION THOUGH ITS DRAWN BY:N.K.S. FLD.SK/PG.NO.: A92/1-7 W REG I STRATTON EXPIRES ON NOVEMBER W. 2002 ADOPTED POLICIES AND PROCEDURES. COMPLETION DATE: 10-04-05 JOB NO.: 712.002 PROFESSIONAL DESIGN FIRM LICENSE W 184-002937 EXP'GATIOM DATE IS APRIL 30, 2007 REVISED:4-4-Og/KDA LANDSCAPE EASEMENT Ce,Hght®2005 C-1-Ua.N,..ry,t.fro