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Plan Commission Packet 2006 08-09-06 r ' ♦' tip C1r o United City of Yorkville 800 Game Farm Road EST. -1 1836 Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 ALE 1VM PLAN COMMISSION AGENDA Wednesday, August 9, 2006 City Council Chambers 800 Game Farm Road Meeting Called to Order: 7:00 p.m. Roll Call: Previous Meeting Minutes: April 12, 2006 --------------------------------------------------------------------------------------------------------------------- Old Business: None Public Hearings: None Presentations: None New Business: 1. PC 2006-53 : Bristol Bay Unit 8 Action Item ■ Final Plat 2. PC 2006-54: Bristol Bay Unit 9 Action Item ■ Final Plat 3. PC 2006-55: Bristol Bay Unit 10 Action Item ■ Final Plat Plan Commission Agenda August 9, 2006 Page 2 4. PC 2006-56: Blackberry Woods Action Item ■ Final Plat 5. PC 2006-62: Garritano Property Action Item ■ Concept Plan Plan Council July 27,2006 Attendees: John Crois,Interim City Administrator Bill Dunn,EEI Travis Miller, Community Dev. Director Anna Kurtzman,Planning Coordinator Scott Sleezer, Supt. of Parks Rebecca Houseman,Building Safety Sgt.Ron Diederich,Yorkville Police Tim Fairfield,BKFD Guests: Joe Marx,Centex Homes Kevin Biscan, Smith Engineering Jim Berry,Centex Homes Sean Michaels,McCue Builders Sam Kikadra,Cemcon Ltd. Bill McCue,McCue Builders The meeting was called to order at 9:30 a.m.by Travis Miller. The July 13 minutes were corrected and approved. Travis will check on the PUD ordinance,based on the annexation agreement,for a definitive answer on the preliminary plan submittal for Cobblestone(see page three July 13 minutes). Bristol By Unit 8 Final Plat EEI's engineering letter dated July 14 is a review of Units 8,9 and 10. Individual letters were issued for each plat. Bill Dunn stated there is no storm water management review required on Phase II because there is participation in the overall regional detention basin. He suggested to the developer make changes to boiler plates to streamline reviews. Mr.Biscan stated he believes the storm structure rims,grates,forms are different than those in Bristol Bay I, and Mr.Dunn said that the specifications are standard from the sub- division control ordinance. (comment# 12). Mr. Dunn will review and check on discrepancies. Mr. Travis stated building setback lines should be shown on the parkland green space,per the sub-division ordinance. Phase II quantity differences on the landscape plan need to be clarified. Bristol By Unit 9 Final Plat Anna Kurtzman stated building setback should be shown on the plat. The garages on the engineering plans are not shown as exceptions to the blanket easement on the plat. This should be corrected so building permits can be issued. On the engineering plans side and dimensions of parking places should be noted. Typically two parking spaces are required per unit. Jim Berry will check the annexation agreement for parking in Phase 1.Minimum parking spaces need to be provided. Bristol Be Unit 10 Final Plat There are no unique engineering issues for this unit and zoning concerns are the same as those in the Units 8 and 9. Bristol Bay Units 8,9 and 10 will be presented at Plan Commission on August 9. The meeting was adjourned from 10-11 am. Blackberry Woods Final Plat Bill Dunn stated he would check with Joe Wywrot regarding a variance, concerning the revision of grates used in back yards(comment#8). Mr.Dunn would like to delete comment #59, as there are a few lots where access is permitted. Ralph Pfister's comments from YBSD will 1 be forwarded to EEI from the developer,regarding the manhole at the property line and in particular,the 5' drop here. The developer is tying into Purcell Drive to the west and connecting into the manhole over the YBSD interceptor. Mr. Dunn requested a temporary hammer head turn arounds at each road terminating at the development line,to be extended at a later time. Mr. Kikadra voiced a concern regarding the adjacent properties.If these are at the dead ends streets would payment for reconstruction of sidewalks in the right of way,taken out of the hammer head, would be passed on to owners of the new development. Travis Miller stated this would be reasonable, since the city has no formal policy. He will document,even though this occurs in the city's right of way, and communicate it on to the next adjacent developer/s. Travis Miller recommended that the developer to put signage at the end of the stub streets that the streets"would be extended"(use standard language). Sean Michaels stated they have a parcel#2 legal description and that it needs to be recorded. Bill McCue stated the survey conducted by PNA differed from the boundary survey conducted by McCue Builders. This created a sliver gap,now called parcel#2 and is three feet wide. Mr.McCue stated they own the parcel and they are in control of this piece. There may have been contention when the annexation agreement was drawn up,and Anna Kurtzman suggested this may be covered under the"scribner's error"and,if so,the legal for parcel 2 may be attached to the recorded to the previously recorded documents. The developer will contact John Wyeth. This final plat includes this 3 foot—parcel#2, so this issue needs to be resolved. The developer changed the name of Carly Circle to Williams Lane. Travis Miller suggested the developer split the circle, at Purcell Street. There would be a N. Carly Circle,and south would be Carly Drive. Mr.Michaels stated they are revising their basin landscape plans because the areas are very sandy, especially in the detention areas. Laura Haake will review the plans given to Mr. Miller. The city will not ask for reconfiguration of lots 4 and 13. Ms.Kurtzman stated Patrick Ct. will be the side will be between 13/14,and on lot 4 Cody Ct.will be the front and the side lot line will be between 4 and 5. On lot 34, Carly Ct will be the front, south property line will be the rear, scaled at 35 feet. The developer will comply with engineering comment 46. Travis Miller stated the park board is not able to design a useable park with the 4 acres proposed for dedication. His suggestion was to look at the southwest corner area to reconfigure a park board. The remedy suggested by Scott Sleezer and Travis Miller did not decrease the lot number in the sub-division. The intent is to permit additional park development to the south when another developer expands to the south. Mr.Kikanda said parcel 134,the area suggested for movement of the lots, is contained in the overland flood route to the basin going to Blackberry Creek. The wetland delineated area, according to Bill Dunn, is 115-120' off the back property of a typical lot if moved there. A typical lot width of 80' leaves area to channel the flood route and would leave maintenance area. Mr.Dunn suggested this section of Cannonball Trail would not be heavily traveled and he did not see a problem with additional access points. He proposed a possible swale along the rear lots to enter into a detention basin, and offered a reduced basin size on the north adjacent to lot 23 on Carly Circle which may give McCue another build-able lot. Mr.McCue is willing to look at a reconfiguration of the park contribution at lots 99-101 and will determine if it can be engineered. Tim Fairfield shared his concern with no second access in this subdivision. This is scheduled for the August 9`h Plan Commission. Minutes submitted by Annette Williams 2 Page 1 of 4 UNITED CITY OF YORKVILLE PLAN COMMISSION DRAFT YORKVILLE CITY HALL COUNCIL CHAMBERS WEDNESDAY,APRIL 12, 2006 Chairman Tom Lindblom called the meeting to order at 7 p.m. ROLL CALL Members present: Charles Kraupner, Clarence Holdiman, Anne Lucietto, Sandra Adams, Jack Jones Michael Crouch and Tom Lindblom. Members absent: Bill Davis and Brian Schillinger. A quorum was established. VISITORS Community Development Director Travis Miller; City Planner Mike Schoppe; Interim City Administrator John Crois; Lynn Dubajic, YEDC; consulting engineer John Whitehouse, Engineering Enterprises, Inc. Also, see attached sign-in sheet. PUBLIC HEARINGS Jack Jones made a motion to open the public hearings. Charles Kraupner seconded the motion. The motion was unanimously approved by voice vote. 1. PC 2006-20 Pulte Home Corporation, MPLIV 10 LLC, MPLIV 20 LLC, and MLH Yorkville,petition requesting an amendment to an Annexation and Planned Unit Development Agreement and rezoning. See attached. 2. PC 2006-25 New Life Church of Yorkville and the Baumann family, petition to annex and rezone. See attached. 3. Yorkville Planned Unit Development Ordinance Amendment. See attached. Sandra Adams made a motion to close the public hearing. Jones seconded the motion. The motion was unanimously approved by voice vote. NEW BUSINESS LPC 2006-20 Pulte Home Corporation Chairman Tom Lindblom asked if there had been any discussion on the school site. Matt Cudney,representing Pulte Homes, said there would be a school site somewhere in the plan and the developers will continue to work with the Yorkville School District on determining the most appropriate location for a school. Page 2 of 4 John Whitehouse from Engineering Enterprises, Inc.,the city's consulting engineer, made an amendment to comments he submitted on the project. He'd like to reserve the right to make comment on the final plat because of an issue with the shallow ground water. Lindblom asked Cudney about putting in a direct access from the Del Webb portion of the development to the commercial section. Cudney, however, said traditionally residents in Del Webb communities don't want a direct access. It's a privacy issue,he said. Also, the streets within the development are private streets and residents don't generally want other traffic on them. As for the Del Webb residents, they'll have access to the commercial area using a frontage road. Crouch said he's glad the developer increased the size of the commercial area. However, he doesn't like the increased density in the residential area. Cudney said that while density in the active-adult section of the plan increase,residents of that community create. less of an impact on the community's facilities. Typically,those residents make fewer trips on the road and use less water and sewer facilities. Also, he said the number of conventional homes decreased in the proposed revised plan. The revised plan features 81 additional acres for commercial use and 56 acres for the Del Webb site. The total acreage decreased 84 acres. In total, the number of homes reduced by 36 and the overall density increased by .01. r Lucietto made a motion to recommend approval of the amendment to the PUD subject to staff comments. Jones seconded the motion. The motion was unanimously approved by roll call vote. Kraupner, Holdiman, Lucietto, Adams,Jones, Crouch and Lindblom voted yes. 2. PC 2006-25 New Life Church Miller said the proposed plan submitted to the city is consistent with the city's comprehensive plan except for the easterly commercial area. The comprehensive plan shows that as a suburban area. In deference to the concerns community members raised at the public hearing, Jones asked if the petitioners could get what they wanted with B-2 zoning rather than B-3 zoning. B-2 is a more appropriate zoning for a downtown area because there are no setback requirements, Miller said. Lindblom asked if the petitioners would be willing to accept B-3 zoning along with a list of acceptable users. By doing that,the city could prohibit uses such as a gas station going into that area and it would alleviate some of the fears neighboring residents raised at the public hearing. A list of allowable uses could then be added to the annexation agreement. Vince Rosonova, attorney for the petitioners, said that is something the petitioners could possibly take into consideration. Likewise,he said the church has a vested interested in what commercial uses go on the property. Page 3 of 4 Crouch said he doesn't have any problems with the proposed uses, he has issues with the retention and detention plans. Also, he said the access to Galena Road is a big problem. He concurs with comments made at the public hearing that the access is too close. Crouch made a motion to recommend annexation approval for PC 2006-25. Jones seconded the motion. The motion was unanimously approved by roll call vote. Holdiman, Lucietto, Adams, Jones, Crouch, Kraupner and Lindblom voted yes. Lucietto made a motion to recommend zoning approval for PC 2006-25 contingent upon limiting uses under the B-3 classification, limited access off Galena Road and staff comments. Jones seconded the motion. Lucietto, Adams, Jones, Crouch, Kraupner, Holdiman and Lindblom voted yes. 3. PC 2006-01 Grande Reserve Unit 14—Preliminary/Final Plat Patti Bernhard representing Pasquinelli Homes said Unit 14 is in Neighborhood 3. It consists of 11.48 acres and would house 11 buildings (44 units) and a park. Lucietto made a motion to recommend approval of PC 2006-01 Grande Reserve Unit 14 preliminary and final plat. Jones seconded the motion. The motion was unanimously approved in a roll call vote. Adams, Jones, Crouch, Kraupner, Holdiman, Lucietto, and Lindblom voted yes. 4. PC 2006-04 Grande Reserve Unit 15—Preliminary/Final Plat Bernhard said this property consists of a little more than 19 acres and is found in Neighborhood 5. Plans are to erect 16 buildings featuring 70 housing units and a large park area. Lucietto made a motion to recommend approval of PC 2006-04 Grande Reserve Unit 14 preliminary and final plat. Jones seconded the motion. The motion was unanimously approved in a roll call vote. Jones, Crouch, Kraupner, Holdiman, Lucietto, Adams and Lindblom voted yes. 5. PC 2006-14 Cozy Corner Subdivision—Final Plat Miller said City Engineer Joe Wywrot said there are a few unresolved issues that need to be clarified. One issue is a sign. However, Miller said the petitioner has approached the Zoning Board of Appeals about that issue. Crouch made a motion to recommend approval of the final plat for PC 2006-14 subject to staff comments. Jones seconded the motion. The motion was unanimously approved by roll call vote. Crouch, Kraupner, Holdiman, Lucietto, Adams, Jones and Lindblom voted yes. 6. PC 2005-53 Hudson Lakes—Preliminary Plan Jim Olguin, representing the petitioner, said the plat has been in the works for a while and reflects staff comments. Page 4 of 4 The site features 10 acres to attach to a school site immediately north of the property. Those additional 10 acres were requested by the school district. Also,he said some of the streets were relocated including one, which should allow for flexibility to access the school site. Crouch made a motion to recommend approval of PC 2005-53 preliminary plat subject to staff comments. Lucietto seconded the motion. The motion was unanimously approved in a roll call vote. Kraupner, Holdiman, Lucietto, Adams, Jones, Crouch and Lindblom voted yes. 7. Revised Planned Unit Development Ordinance Lucietto made a motion to recommend approval of the Revised Planned Unit Development Ordinance. Jones seconded the motion. The motion was unanimously approved in a roll call vote. Holdiman, Lucietto,Adams,Jones, Crouch,Kraupner and Lindblom voted yes. Lucietto made a motion to adjourn the meeting at 9:11 p.m. Jones seconded the motion. The motion was unanimously approved by roll call vote. Minutes respectfully submitted by Dina Gipe PLAN COMMISSION MEETING UNITED CITY OF YORKVILLE, ILLINOIS REPORT OF PROCEEDINGS had at the meeting of the above-entitled matter taken before CHRISTINE M . VITOSH, C . S . R. , on April 12 , 2006, at the hour of 7 : 00 p .m. , at 800 Game Farm Road, in the City of Yorkville , Illinois . D-790806 REPO COUNT reporting service 800 West Fifth Avenue • Suite 203C • Naperville, IL 60563 • 630-983-0030 • Fax 630-983-6013 www.depocourt.com 2 1 P R E S E N T : 2 MR . TOM LINDBLOM, Chairman; 3 MR . CLARENCE HOLDIMAN; 4 MS . SANDRA ADAMS; 5 MS . ANNE LUCIETTO; 6 MR . CHARLES KRAUPNER; 7 MR . MICHAEL CROUCH; 8 MR . BRIAN SCHILLINGER; 9 MR. JACK JONES ; 10 MR . TRAVIS MILLER; 11 MR. MIKE SCHOPPE; 12 MS . DINA GIPS . 13 A P P E A R A N C E S : 14 MR. JOHN JUSTIN WYETH, Counsel 15 appeared on behalf of the United City of Yorkville, Illinois . 16 17 - - - - - 18 19 20 21 22 23 24 Depo Court Reporting Service ( 630 ) 983-0030 3 1 CHAIRMAN LINDBLOM : Entertain a 2 motion to go to public hearing . 3 MR. JONES : So moved . 4 MR. KRAUPNER: Second. 5 CHAIRMAN LINDBLOM: Moved and 6 seconded to go to public hearing . Is there any 7 discussion on the motion? 8 (No Response) 9 CHAIRMAN LINDBLOM : Hearing none, 10 those in favor signify by saying aye . 11 (A Chorus of Ayes ) 12 CHAIRMAN LINDBLOM : Opposed? 13 (No Response) 14 CHAIRMAN LINDBLOM : Motion passes . 15 At this time I would like to ask any people, 16 anybody in the audience, who wishes to comment to 17 stand, raise your right hand, and be sworn in . I 18 kind of forgot this little spiel at the 19 beginning . 20 If you are even thinking of 21 asking any questions at all , just go through the 22 process with the oath . 23 If you don ' t do that , then I 24 cannot ask to recognize you and let you speak at Depo Court Reporting Service ( 630 ) 983-0030 4 v 1 the public hearing . Is there anyone else that 2 wishes to stand? 3 (Witnesses sworn) 4 CHAIRMAN LINDBLOM: Thank you . The 5 first hearing is PC 2006-20 , Pulte Home 6 Corporation, petitioners , have filed an 7 application with the United City of Yorkville , 8 Kendall County, Illinois , requesting an amendment 9 to an Annexation and Planned Unit Development 10 Agreement and requesting a rezoning to increase 11 the areas presently zoned B-3 Service Business 12 District and R-3 General Residence District and 13 to decrease the area presently zoned R-2 14 One-Family Residence District and to modify the 15 existing Planned Unit Development approved for a 16 part of the real property. 17 The real property consists of 18 approximately 587 acres at the northwest corner 19 of Galena Road and Route 47 in the United City Of 20 Yorkville, Kendall County, Illinois . 21 And for the record, speaking 22 for the petitioner, is? 23 WHEREUPON : 24 MATT CUDNEY, Depo Court Reporting Service ( 630 ) 983-0030 5 1 having been first duly sworn, testified before 2 the Yorkville Plan Commission as follows : 3 MR. CUDNEY : My name is Matt Cudney . 4 I work with Pulte Homes and Del Webb . 5 And I did bring some extra 6 copies of both the old plan and new plan . I ' m 7 not sure if you have smaller copies ; it may be 8 easier to look at . 9 CHAIRMAN LINDBLOM: We have the new 10 plan . 11 MR. CUDNEY : You have the new plan? 12 I will pass it around so you have a copy of the 13 new plan and old plan . If anyone wants a copy of 14 the new plan, it ' s here . 15 All right . We will get 16 started. I know that you have a very full agenda 17 tonight, so I will try and keep this brief . 18 We spent a lot of time last 19 summer going over this project and appreciate 20 that, all the time that was spent . 21 I think we ' ve had three 22 different Plan Commission meetings on the 23 project, but the Plan Commission did approve the 24 annexation and zoning of the project on the old Depo Court Reporting Service ( 630 ) 983-0030 6 1 plan on August 10th of last year and they 2 approved the PUD plan on September 14th and the 3 City Council approved that same plan on September 4 27th . 5 Since that time we have been 6 approached by the city and also by a few 7 different commercial retail developers expressing 8 interest in the property along Route 47 and 9 expressing an interest in developing a much 10 larger strip than the initial 30 acres that was 11 proposed on the previous plan . 12 So let me start off by saying 13 first off that we are going to be talking about 14 everything south of the ComEd lines , so 15 everything north of the ComEd lines -- and we 16 consider this the Garitano north parcel -- 17 nothing is changing for this parcel whatsoever, 18 so this is going to still be the same . 19 It still has -- it has been 20 annexed and it has been zoned, but when this plan 21 does come through, it will have to be brought 22 through with the preliminary plan and then 23 approved by the Plan Commission and then also a 24 final plan . Depo Court Reporting Service ( 630 ) 983-0030 7 1 So for tonight we are not going 2 to be discussing the portion north, so I just 3 wanted to clear that up so everyone -- everyone 4 knows that . 5 So what we are talking about is 6 the parcel to the south, and what that is it ' s an 7 assemblage of two different parcels . It ' s the 8 Garitano south parcel , which is basically this 9 area here, this section line runs through here, 10 and this is the Brummel parcel . 11 And you will notice that what 12 we have done is changed the layout a little bit . 13 What we have done is in order to accommodate the 14 depth in commercial and increasing the commercial 15 to 111 acres from the 30 acres , we have basically 16 taken the Del Webb section and pushed it over and 17 taken it and pushed it over on the Brummel parcel 18 as well, so in order to do that, what we have 19 done, in order to make the land plan work, that ' s 20 what we did . 21 We ended up reducing the amount 22 of conventional housing, we have increased the 23 Del Webb housing, and in the handout that I gave 24 you, it kind of gives you some of the breakdowns , Depo Court Reporting Service ( 630 ) 983-0030 8 1 so if you look at it , I think two things I would 2 like to point out with this new land plan is that 3 we eliminated all of the duplex units there, and 4 even multi-family units there we have eliminated, 5 and these are all going to be single-family 6 homes . So all single-family detached homes . 7 And the acreage obviously has 8 increased, but if you look at the number down at 9 the bottom where it says the total -- the total 10 number of homes on the old plan versus the new 11 plan, you will see that there is a net reduction 12 of 36 homes , and that ' s if you add all the 13 conventional and the traditional as well -- and 14 the Del Webb, so that ' s -- the density is 15 basically the same . Everything else is pretty 16 much the same . Don ' t want to look through a lot 17 of things we talked about at the last public 18 hearing in terms of the benefits of a Del Webb 19 community, we have gone through that in terms of 20 the decrease in usage and a lot of the different 21 services provided by the city, but we believe 22 that this plan -- there are a couple of really 23 strong advantages . 24 One is obviously the increase Depo Court Reporting Service ( 630 ) 983-0030 9 1 in the commercial . It will provide a lot more 2 sales tax revenue and generate that not only for 3 the city, but for the other taxing bodies in the 4 area, and also the fewer conventional homes means 5 a reduced student impact to the schools , and what 6 you will also have then is an increased tax 7 revenue based on the Del Webb portion with no 8 impact to the schools . 9 So generally it ' s really just 10 kind of a reconfiguration of the plan, increasing 11 the commercial, moving the density over, and 12 having the north parcel stay the same, and that ' s 13 generally it , and I don ' t think I need to go into 14 anymore, we ' ve got a long meeting, so unless 15 anybody has specific questions , that ' s really 16 about it . 17 CHAIRMAN LINDBLOM : Okay. Thank 18 you, Matt . Let ' s see if -- Are there questions , 19 comments , from the audience on this project? 20 Gentleman,, back here , please . 21 MR. MELODY : Just a quick question . 22 CHAIRMAN LINDBLOM : I ' m sorry, your 23 name? 24 WHEREUPON : Depo Court Reporting Service ( 630 ) 983-0030 10 1 MATT MELODY, 2 having been first duly sworn, was examined upon 3 oral interrogatories and testified as follows : 4 MR. MELODY : Mike Melody. I am just 5 wondering, I haven ' t been in on any of the Del 6 Webb meetings before . 7 Are those units taxed -- 8 property taxed individually or is the Del Webb 9 property taxed as a whole, assessed and taxed as 10 a whole? 11 MR. CUDNEY : The Del Webb property 12 is going to be -- will be taxed just like every 13 other property, house , in Yorkville . 14 MR. MELODY : Okay . Thank you . 15 CHAIRMAN LINDBLOM : Any other 16 questions or comments? Gentleman over here , 17 please . 18 WHEREUPON : 19 JERRY MURPHY, 20 having been first duly sworn, testified before 21 the Yorkville Plan Commission as follows : 22 MR. MURPHY : Jerry Murphy . And on 23 the original plan, there were three entrances in 24 and out of the housing on the south portion, one Depo Court Reporting Service ( 630 ) 983-0030 11 1 on the new road that bisects and then two onto 2 Galena, and the new configuration just has two, 3 the one on Galena and then one on the new 4 bisecting road . 5 Is that going to be sufficient 6 as far as handling traffic is concerned? 7 MR. CUDNEY : Yes , it will . The 8 traffic studies that are done for an active adult 9 community are quite different than they are for a 10 traditional community . 11 A couple different reasons . 12 One , most of these people, you don ' t have the 13 same number of people residing in the home, so 14 there are less frequent trips in and out, and 15 also these people have a tendency to travel in 16 off-peak times, so the traffic studies that we 17 have done show that those two exits will be 18 adequate for the community . 19 MR. MURPHY : Are we anticipating any 20 stoplights or anything on Galena at the one 21 entrance? 22 MR. CUDNEY : At this point I can ' t 23 say whether or not there will be a stoplight on 24 Galena . We have to -- If the need warrants , but Depo Court Reporting Service ( 630 ) 983-0030 12 1 I imagine if the commercial develops on the south 2 parcel there, that that may create enough traffic 3 and traffic generated on the north part . 4 I would imagine that there 5 would be a traffic light at least at this 6 intersection at some point when the commercial 7 does develop because there will be a full 8 interchange into the commercial from Galena here, 9 and there is commercial planned in this 10 development here that ' s already been approved . 11 MR . MURPHY : Thank you . 12 CHAIRMAN LINDBLOM : Any other 13 questions? 14 (No Response) 15 CHAIRMAN LINDBLOM : Okay . Thanks , 16 Matt . 17 Hearing none then, we will move 18 on to item number two, PC 2006-25 , New Life 19 Church of Yorkville, an Illinois not-for-profit 20 Corporation, the Estate of Elizabeth Baumann, 21 deceased, Teresa Hoffman and George Baumann, Old 22 Second Bank & Trust No . 8574 , Henry A. Baumann, 23 Sr . , bypass trust in care of Teresa Hoffman and 24 George P . Baumann, petitioners , have filed an Depo Court Reporting Service ( 630 ) 983-0030 13 1 application with the United City of Yorkville, 2 Kendall County, Illinois , requesting annexation 3 to the United City of Yorkville and rezoning from 4 Kendall County A-1 Agricultural to United City of 5 Yorkville B-3 Service Business District and R-1 6 One-Family Residence District . 7 The real property consists of 8 approximately 49 . 36 acres located on the 9 southeast corner of Galena Road and Kendall Road, 10 Bristol Township, Kendall County, Illinois . 11 And speaking for the 12 petitioners will be? 13 WHEREUPON : 14 VINCENT M. ROSANOVA, 15 having been first duly sworn, testified before 16 the Yorkville Plan Commission as follows : 17 MR. ROSANOVA: Good evening . I am 18 Vince Rosanova with the law firm of Dommermuth, 19 Brestal, Cobine & West, and we represent the 20 contract purchaser, which is the petitioner, 21 which is the New Life Church of Yorkville . 22 The owners of the subject 23 property are the Estate of Elizabeth Baumann, as 24 well as Henry A. Baumann, Sr . , bypass Trust and Depo Court Reporting Service ( 630 ) 983-0030 14 1 the Old Second Bank trust . 2 The New Life Church is 3 petitioning with the City of Yorkville for 4 annexation as well as zoning of the property, R-1 5 zoning in the northern quadrant, to allow for a 6 church facility, as well as a religious school 7 facility . 8 They are also requesting B-3 9 Service Business District zoning in the southern 10 quadrant of the property to allow for a mix of 11 commercial uses . 12 Tonight the following parties 13 are present , which would be Dave Walker, sitting 14 back here, of New Life Church, we have Phil 15 Stuepfert , who is also with New Life Church on 16 the board, the church board, as well as the 17 planning director at SEC Planning Consultants . 18 Before I begin my presentation 19 tonight, I feel it important to notify the 20 Commission that we are currently under 21 negotiations with a commercial tenant for this 22 southeast portion of the property here . 23 They will be requiring more 24 than the 7 . 66 acre net property, so we will be Depo Court Reporting Service ( 630 ) 983-0030 15 1 back before the Commission subsequently, perhaps 2 at the time of preliminary plat, to request a 3 rezoning of this property to accommodate that 4 particular tenant . 5 Looking at the plan here, you 6 can see that this property is north of Mill Road, 7 east of Kennedy Road, and southeast of Galena 8 Road . 9 It consists of approximately 10 49 . 36 acres and currently it ' s used for 11 agricultural purposes , and there is an existing 12 farmhouse down in this southeast quadrant of the 13 property. 14 The surrounding land uses 15 include B-3 , which was part of the MPI Grande 16 Reserve Development in this quadrant right here, 17 which we feel would be in continuity with our 18 proposed B-3 zoning . 19 We have high density 20 residential in the City of Yorkville right here . 21 Where this Cross Lutheran Church is located, that 22 is A-1 Agricultural in Kendall County, and that ' s 23 occupied by the Cross Lutheran Church . 24 To the north we have Kendall Depo Court Reporting Service ( 630 ) 983-0030 16 1 County R-3 and A-1 zoning, which is currently 2 occupied by single-family detached residential 3 units , and off to the east we have Kendall County 4 A-1 zoning, which also accommodates single-family 5 housing . 6 Currently this property is 7 contiguous to the United City of Yorkville, and 8 we feel that annexation of such property would 9 provide for a logical extension of city - 10 utilities , as well as provide for a positive 11 growth opportunity for the city. 12 Looking at our R-1 zoning 13 district up here, proposed zoning district, we 14 would like to put a church facility in there to 15 accommodate the growth of Yorkville, as well as 16 conversations with city staff have indicated they 17 would like to see a religious school facility in 18 there as well . 19 We feel that we can accommodate 20 that, and both of those uses are permitted uses 21 under your R-1 zoning district . 22 Down in this B-3 area we would 23 propose a mix of commercial uses . Right here you 24 can see we have excellent frontage off Kennedy, Depo Court Reporting Service ( 630 ) 983-0030 17 1 Galena and Mill Road, and we think that our 2 proposal here fits the land use characteristics 3 of the area . 4 Phil Stuepfert with SEC 5 Planning Consultants will get up here and do a 6 presentation that better defines this plan and he 7 can answer any questions .you might have regarding 8 the intricacies of the plan and its design . 9 WHEREUPON : 10 PHIL STUEPFERT, 11 having been first duly sworn, testified before 12 the Yorkville Plan Commission as follows : 13 MR. STUEPFERT : Thank you . Just 14 wanted to point out a few things talking about 15 the land uses and zoning . 16 I think it ' s important to look 17 at some of the adjacent uses . I think I want to 18 be honest and upfront . 19 If you look at the comp plan, 20 yes , it does show commercial off to the west 21 side, basically in that entire region there, but 22 we are requesting some B-3 zoning over here as 23 well , which is not shown on the comp plan, but we 24 feel that it makes sense . Depo Court Reporting Service ( 630 ) 983-0030 18 1 First of all, as Vince 2 mentioned, B-3 zoning approval right here , 3 eventually -- I know this is not in the city, but 4 most likely I would think that would be converted 5 to commercial use as well, we are not guaranteed 6 of that , but I think it would probably make sense 7 at that corner, and so we have commercial at all 8 those intersections . South of here we have the 9 B-3 selection as well . 10 Over to the east, Vince 11 mentioned about the Cross Lutheran Church . We 12 are actually working with them as well in site 13 planning . I know it ' s in the county right now, 14 but they are looking at expanding that facility, 15 and I don ' t want to speak for them out loud, but 16 there is a chance that they would request to 17 annex into the city as well . 18 Of course all this would be a 19 non-residential land use, so it ' s a good 20 relationship with our B-3 and residential here . 21 The only place where it could 22 be potentially an issue would be down here south 23 of that parcel where it ' s residential, it ' s high 24 density attached in the Grande Reserve , so it ' s Depo Court Reporting Service ( 630 ) 983-0030 19 1 actually transitional when you think about it 2 When you ' re going from commercial into high 3 density attached, it ' s not like we are having 4 estate lots backing up to it . So we think that 5 makes a lot of sense . 6 On the north side we have 7 structured it so all the churches are lined up 8 here in our one special use, and we think that ' s 9 a better relationship to be residential , I know 10 it ' s not in the city up there, but there are 11 residential homes backing around that property, 12 so we feel that our one special use makes more 13 sense there . 14 When you have R-1 with a county 15 subdivision I 'm pretty sure there is not a 16 required buffer, but we are willing to put in a 17 30-foot landscape buffer along the entire edge 18 anyway . 19 I think that would help give 20 some of those homeowners who would be looking 21 right down into the parking lot , so we would be 22 willing to put a buffer in that area . 23 Plus , I know we are not up for 24 concept plan approval at this time, but we are Depo Court Reporting Service ( 630 ) 983-0030 20 1 saying detention up in those areas and back in 2 there could also be a real nice buffer between 3 residential and our uses . 4 The other thing I will point 5 out -- and then I will open it up for 6 questions -- is we had -- there is an access 7 point off of Galena in that location because 8 there is a separation from Kennedy. 9 We want to have those ponds on 10 either side of the entrance for a couple of 11 reasons . one is as you come in, it will be a 12 real nice presentation for the church to have 13 water on both sides . 14 Also we want to leave it all 15 viewable from Galena so the church has a lot of 16 visibility . It ' s real important for the church 17 to be seen from a major road. 18 We could ask for commercial on 19 that road, but we would rather have a view into 20 the site so you can see the church . 21 Down on the south side we are 22 held to that access point right there because 23 that is where the Grande Reserve entrance is , at 24 that location, so we line up directly across from Depo Court Reporting Service ( 630 ) 983-0030 21 1 that . 2 So with those two points , the 3 reason I am pointing this out, we actually placed 4 the zoning line division in that area, we want to 5 have connection between those two access points , 6 didn ' t want a road to go straight through there . 7 You can see we kind of came 8 into this location from the boulevard and church, 9 and you enter the road down through this area 10 there . 11 And the main thing on this , 12 it ' s important to note is , this road isn ' t set in 13 stone, you could adjust either way, but the fact 14 is we want circulation through there, and that ' s 15 going to be the division between B-3 and our R-1 16 use . 17 Over here, again, like I 18 mentioned earlier, we think that makes a lot of 19 sense, nonresidential use, so the zoning line 20 that you see in your zoning plat between B-3 and 21 R-1 special use, actually follows that road, 22 comes up to this point and crosses at that 23 connection right there . 24 The only other thing that I Depo Court Reporting Service ( 630 ) 983-0030 22 1 would point out -- and we don ' t know the details 2 of engineering at this point, but we do have 3 Scott May from SEC here in case you have any 4 questions on just overall engineering, it ' s 5 probably premature to get too much into detail, 6 but we have started to look at the overall 7 engineering aspects of this property . 8 One last thing I will mention 9 is the hours of operation, you may wonder about 10 that , and this church basically in the morning is 11 very busy . Also Saturday night they have a lot 12 of services , a lot of people are coming in at 13 that point . And, lastly, on Wednesday night they 14 have a lot of youth programs for children up and 15 through teenager, so there is a fair amount of 16 traffic at Wednesday night . 17 Otherwise , during the week it ' s 18 obviously pretty low and light, but Wednesday 19 nights , Saturday night and Sunday mornings would 20 be most of the uses . 21 With that , Dave Walker, do you 22 want to say a few words? 23 MR. WALKER: Not unless somebody has 24 some questions about the B-3 issues . Depo Court Reporting Service ( 630 ) 983-0030 23 1 MR . STUEPFERT : So Dave Walker is 2 going to answer any questions , of course, Vince, 3 I ' ll turn it back over to him, we ' ll be happy to 4 answer any questions . 5 MR . ROSANOVA: At this point we 6 would like to answer any questions the public may 7 have . 8 CHAIRMAN LINDBLOM : At this time I 9 would ask if there are any questions or comments 10 from the audience . 11 WHEREUPON : 12 RAYMOND STEIN, 13 having been first duly sworn, testified before 14 the Yorkville Plan Commission as follows : 15 MR. STEIN : I would just like a 16 clarification . 17 CHAIRMAN LINDBLOM: Your name, sir? 18 MR. STEIN : Raymond Stein . What is 19 included in the B-3 zoning? 20 MR. ROSANOVA: The B-3 zoning, there 21 is a whole list of permitted uses in the B-3 . 22 It ' s quite extensive . 23 I would be happy to provide you 24 with a copy of the ordinance, or city staff could Depo Court Reporting Service ( 630 ) 983-0030 24 1 provide him with a copy of the ordinance . This 2 way you could review the B-3 permitted uses . 3 CHAIRMAN LINDBLOM: Travis , do you 4 have some examples of a B-3 use, just to give the 5 audience a clue? 6 MR . MILLER : Sure . B-3 , just so you 7 know, there are four separate B, or business, 8 zoning classifications defined in the zoning 9 ordinance ; one is the -- starts with the least 10 intense and then the four is the most intense, so 11 three is at the upper scale of intensity of uses . 12 That would include anything 13 from a car wash, drive-in restaurants , golf 14 driving ranges , mini-warehouse storage as a 15 permitted use, things of that nature . Basically 16 it ' s your typical retail -- 17 CHAIRMAN LINDBLOM: Multi things . 18 MR. MILLER: Correct . Strip use 19 would be permitted in B-3 . 20 CHAIRMAN LINDBLOM: Does that help 21 answer your question? 22 (No Response) 23 CHAIRMAN LINDBLOM: Anything? 24 Anybody else? Yes , sir . Depo Court Reporting Service ( 630 ) 983-0030 25 1 MR. MELODY : Yeah, Mike Melody. I 2 heard the gentleman discussing it , I didn ' t quite 3 gather what he mentioned about a 30-foot buffer . 4 If you could go into that a little further . I ' ve 5 got a couple questions . 6 MR. ROSANOVA: This one here is a 7 30-foot landscape buffer area between our 8 proposed church facility and the existing 9 residential development to the north . 10 Pursuant to the City of 11 Yorkville ordinance, when residential abuts 12 residential , there is no requirement for a 13 30-foot landscape buffer, but the church, this 14 petitioner, thought that that was the responsible 15 thing to do, is provide for a 30-foot buffer . 16 MR. MELODY : That is not a 17 guarantee? 18 MR . ROSANOVA: Not at this point, 19 but this is what they are proposing . 20 MR. MELODY : Okay. The other thing 21 you had discussed was a proposed tenant for this 22 parcel . Can you disclose that at this time? 23 MR. ROSANOVA: A proposed tenant for 24 this parcel . Depo Court Reporting Service ( 630 ) 983-0030 26 1 MR. MELODY : Oh, for that parcel . 2 MR. ROSANOVA: Right now we are in 3 preliminary contract negotiations with an outfit 4 called The Pillars , which is an assisted living 5 facility, health care facility, of that sort . 6 MR. MELODY : And they are requesting 7 more than the seven? 8 MR. ROSANOVA: Yes . 9 MR. MELODY : By? 10 MR. ROSANOVA: Ten would be optimal . 11 MR. MELODY : Ten would be accurate . 12 MR. ROSANOVA: But we would be 13 resubmitting that when we have a solidified 14 contract, and we will come in and ask for a 15 rezoning pursuant to our preliminary plat . 16 CHAIRMAN LINDBLOM : Okay. Any other 17 questions? 18 MS . LANGHURST : Betty Langhurst . 19 CHAIRMAN LINDBLOM : Two ladies right 20 in a row here . Go ahead . 21 MS . LANGHURST : May I make a comment 22 or is it just a question? 23 CHAIRMAN LINDBLOM: Your name for 24 the record, please . Depo Court Reporting Service ( 630 ) 983-0030 27 1 WHEREUPON : 2 BETTY LANGHURST, 3 having been first duly sworn, testified before 4 the Yorkville Plan Commission as follows : 5 MS . LANGHURST : Betty Langhurst . 6 CHAIRMAN LINDBLOM : Okay, Betty. 7 MS . LANGHURST : I live right across 8 the street from -- on Galena Road . 9 MR. ROSANOVA: Right here? 10 MS . LANGHURST : Yes . It will be -- 11 I can ' t exactly tell you, be across from that 12 entrance about in there . 13 MR. ROSANOVA: Somewhere in here? 14 MS . LANGHURST : And this whole thing 15 upsets me greatly. I have lived in my home for 16 about ten years , and to think that two miles to 17 the west of us this whole huge B-3 complex is -- 18 or whatever the B zone is , and then property that 19 has been rural now is going to this high B grade 20 strip mall, gas station is what some of the 21 rumors are, with lights on -- when you have B-3 , 22 I understand you can have lights on all night 23 long . It changes a residential community . 24 And you said partly because Depo Court Reporting Service ( 630 ) 983-0030 28 1 that little -- that got by us I guess with Grande 2 Reserve . 3 And this is a personal comment : 4 Strip malls are the uglification of America . I 5 mean, this is nothing that belongs in our 6 residential development . And I go on record, I 7 am very unhappy. 8 CHAIRMAN LINDBLOM : Let me just 9 correct one thing that you said. A gas station 10 will not go there because a gas station requires 11 special use zoning, so they would have to come 12 back with that specifically if it were to be a 13 gas station . 14 MS . LANGHURST : Well , see, what I 15 can ' t understand is we have this park with all 16 the ball diamonds that you have zoned and 17 planned, and now across the street from that you 18 are saying that you are going to have this huge, 19 you know, commercial area, and I just don ' t 20 understand it . 21 You have young children that 22 will be there, and it ' s a residential area, and 23 it just doesn ' t make sense . 24 MR . ROSANOVA: And we are talking Depo Court Reporting Service ( 630 ) 983-0030 29 1 about the commercial development to the west at 2 this point, the two miles -- the one you are 3 depicting . 4 MS . LANGHURST : It ' s already -- it ' s 5 there . It ' s right on 47 . Why on a little county 6 road we have to face something like this . 7 CHAIRMAN LINDBLOM : Okay. Thank 8 you . The lady right behind you still have a 9 question? 10 MS . JENSEN : Well , I guess now -- 11 CHAIRMAN LINDBLOM : Your name, 12 please . 13 WHEREUPON : 14 PAT JENSEN, 15 having been first duly sworn, testified before 16 the Yorkville Plan Commission as follows : 17 MS . JENSEN : Pat Jensen . 18 CHAIRMAN LINDBLOM : Okay. 19 MS . JENSEN : My first question was 20 regarding the church setting . Did you say at the 21 beginning that the church also -- I mean, I 22 understand what they want as far as the night 23 time and the times that it would be used because 24 that seems like that ' s about what they are using Depo Court Reporting Service ( 630 ) 983-0030 30 1 their church during those times . 2 Did you also say they were 3 going to be building a school? 4 MR. ROSANOVA: It is our intention 5 at this point that a school facility will be a 6 part of this complex, a church facility school . 7 MS . JENSEN : In that instance then, 8 the times will be a lot different . You will have 9 parents coming and going during the school hours , 10 plus children there, which is -- you know, I have 11 no objections to children or the site, but the 12 comings and goings . 13 With that said then, my other 14 concern is any entrance at all off of Galena Road 15 is a major mistake . There is a curve there . 16 The way it comes -- people come 17 around that curve -- and we have already, even in 18 our rural area, as a rural site there, had cars 19 in people ' s front yards , in their houses . 20 Now, anything that you do that 21 you are going to be bringing people turning on 22 and off of Galena Road, plus you ' ve got Kennedy, 23 I think you are making a major mistake . 24 MR. ROSANOVA: Dave, would like to Depo Court Reporting Service ( 630 ) 983-0030 31 1 address the comment? Dave Walker . 2 WHEREUPON : 3 DAVE WALKER, 4 having been first duly sworn, testified before 5 the Yorkville Plan Commission as follows : 6 MR. WALKER: Right there at Kennedy 7 and Galena, that is scheduled for a. stoplight, so 8 that curve that is now and has been for the 30 9 years I have been in that area, has been and 10 could be construed as dangerous , but with a 11 stoplight going in there, that ' s going to affect 12 that area greatly . 13 And keep in mind on that west 14 area where you are seeing commercial , it ' s slated 15 for commercial right across the street on Kennedy 16 to the west there, and it ' s slated for commercial 17 in the triangular piece straight to the south of 18 that . 19 A commercial area to the 20 southeast over there, it may look -- appear to be 21 a lot of red up here, folks , but the fact of the 22 matter is we have a letter of intent with a good, 23 reputable company that is looking to go in there , 24 and we are talking -- you know, we are talking Depo Court Reporting Service ( 630 ) 983-0030 32 1 about a senior center and rehabilitation center 2 so to speak . 3 So I want to make it kind of 4 clear that we are not talking about driving 5 ranges here and whatever else of a horror story 6 you may be looking at . 7 The reason why for the B-3 , 8 they may qualify for a little lesser zoning, but 9 the fact of the matter is we have a bunch of 10 variance issues , so we thought we would go ahead 11 and go in with the B-3 for them folks , so it 12 would meet all their needs there . 13 But The Pillars in that 14 location, that ' s a huge feather in Yorkville ' s 15 cap, but that ' s my opinion, so -- 16 CHAIRMAN LINDBLOM: Dave, I was 17 going to ask the question later on, but seeing as 18 the subject came up, have you talked with the 19 County Highway Department yet about these 20 accesses? 21 MR. WALKER: Yes , I did speak with 22 Fran . We are real tight with a full access there 23 on Galena , there is no doubt about that . We are 24 a stone ' s -- Depo Court Reporting Service ( 630 ) 983-0030 33 1 CHAIRMAN LINDBLOM : So he has or has 2 not given his blessing here? 3 MR. WALKER : Fran asked me to go 4 back to the city, get their input on that area, 5 but Fran is pretty clear about, you know, the 6 rules that we are to abide by, and we are tight 7 there . 8 We are asking for a full rather 9 than a right-in, right-out at this point in time . 10 It ' s extremely close, and we thought maybe with 11 the blessing of the city that there may be a 12 workable opportunity there with the city and 13 Fran . 14 CHAIRMAN LINDBLOM : I think a couple 15 other people have some questions, so I think we 16 will come back and talk about this issue later 17 on . 18 MR . WALKER : And we are anticipating 19 on Galena going four lanes someday, too . Fact of 20 the matter is the whole area is growing; there is 21 far more issues than kids going back and forth 22 from school . We ' ve got a big school to the south 23 there, we ' ve got railroad tracks, you know, 24 things of that nature, so they are all being Depo Court Reporting Service ( 630 ) 983-0030 34 1 addressed. 2 CHAIRMAN LINDBLOM: Okay. Thank 3 you . I believe the lady in the front row, 4 anything? 5 MS . WHITE : I didn ' t have a 6 question, I have a comment . 7 CHAIRMAN LINDBLOM: Just state your 8 name give your comment . 9 WHEREUPON : 10 LINDA WHITE, 11 having been first duly sworn, testified before 12 the Yorkville Plan Commission as follows : 13 MS . WHITE : Linda White . I live 14 across the street on Galena Road, and right now 15 when I sit in my sunroom, which I sit in all the 16 time, I see Baumann ' s field. It ' s a nice view . 17 I don ' t want to look at B-3 right from my 18 sunroom. I just think it ' s too commercial . 19 I am zoned ag, and I ' m pretty 20 upset that they want to put any commercial there . 21 I ' m not too upset about the church . I don ' t want 22 no commercial right there in the middle of a nice 23 residential area . 24 CHAIRMAN LINDBLOM: Okay. Thank Depo Court Reporting Service ( 630 ) 983-0030 35 1 you . Yes , sir . Gentleman? 2 WHEREUPON : 3 ALAN RUPERT, 4 having been first duly sworn, testified before 5 the Yorkville Plan Commission as follows : 6 MR. RUPERT : Alan Rupert . I am 7 certain that most of the neighborhood ' s not 8 concerned with the church and the parking area . 9 Our concern is when they get 10 that commercial , what ' s to stop the church from 11 throwing out their plans to put a church there, 12 and the whole thing, whole cotton piece , become 13 commercial? 14 CHAIRMAN LINDBLOM : It would have to 15 come back for rezoning on that to do that . We 16 would have to go through this whole process 17 again . 18 MR. RUPERT : But now with the zoning 19 is it cast in stone that there will be a church 20 there? 21 CHAIRMAN LINDBLOM: No . 22 MR. WYETH : They could always ask 23 for a zoning change . Any parcel in any community 24 in the nation can ask for a zoning change, so Depo Court Reporting Service ( 630 ) 983-0030 36 1 nothing is ever cast in stone , but as the 2 chairman just said, they would have to come back, 3 all of you given notice again, and you come and 4 say wait a minute, you said there was going to be 5 a church a year ago and now you want to have 6 something else . You would have your chance to 7 object . 8 MR . RUPERT : I ' m surprised the 9 church would like commercial property around it . 10 CHAIRMAN LINDBLOM : Gentleman in the 11 very back by the doors? 12 WHEREUPON : 13 PAUL VON HOTEN, 14 having been first duly sworn, testified before 15 the Yorkville Plan Commission as follows : 16 MR. VON HOTEN : Hi . I am Paul Von 17 Hoten . And I was wondering, where is the school 18 site going to be again? 19 MR. ROSANOVA: Connected to the 20 church . 21 MR. VON HOTEN : Connected to the 22 church . And then on the other end -- So this 23 is -- two churches are going to be occupying this 24 now empty field adjacent to us? Depo Court Reporting Service ( 630 ) 983-0030 37 1 MR . ROSANOVA: One church and a 2 school facility . 3 MR. VON HOTEN : Okay . And then -- 4 But what does that say, future Cross Lutheran 5 Church expansion there? 6 MR. ROSANOVA: This is not part of 7 our property . 8 CHAIRMAN LINDBLOM: Yes , sir . 9 MR. STEIN : Raymond Stein . I just 10 wondered at the present time if there were any 11 plans of ' the pushing through of East Highland 12 Drive to Mill Road . 13 MR. ROSANOVA: Phil, are you aware 14 of any plans? 15 MR. STUEPFERT : No plans at this 16 time yet . 17 CHAIRMAN LINDBLOM: Lady over here, 18 please? 19 WHEREUPON : 20 MARGARET WHEELY, 21 having been first duly sworn, testified before 22 the Yorkville Plan Commission as follows : 23 MS . WHEELY : Margaret Wheely . I am 24 the chairman of Cross Lutheran Church, which is Depo Court Reporting Service ( 630 ) 983-0030 38 1 the property -- I don ' t know if that ' s west or 2 what it is , but on the right of that board, the 3 south -- 4 THE AUDIENCE : East . 5 MS . WHEEZY : -- east . Thank you . 6 Presently right now what is 7 located on that site is a day care center, so 8 there is coming and going from 6 : 00 a . m. until 9 roughly 6 : 00 p . m. 10 We also do nighttime ministry 11 on that site . We are 100 percent -- As a church, 12 Cross Church, we are 100 percent behind this . 13 Presently we do, for lack of a 14 better term, co-ministry with New Life . We have 15 been in discussions , different members of each 16 congregation have been in discussions, as far as 17 there is no sense of doing -- reinventing the 18 wheel and doing two things on two sites closely 19 located together, so if they were going to do X, 20 we ' re going to do Y, that type of thing . So we 21 are 100 percent behind this . 22 The coming and going is already 23 taking place . There ' s already a day care center 24 there that -- the last number I heard was we have Depo Court Reporting Service ( 630 ) 983-0030 39 1 202 kids there . 2 Part of the expansion for the 3 Cross area, the Cross property, is to expand that 4 day care center . 5 CHAIRMAN LINDBLOM: Okay . Thank 6 you . Yes , sir . Right here . 7 MR . MELODY : Mike Melody . I didn ' t 8 catch Dave ' s -- Is your name Dave? 9 MR. WALKER : Yeah . 10 MR. MELODY : What is your role with 11 the church? 12 MR. WALKER: I am a member at the 13 church . I develop property . I am helping . 14 MR . MELODY : So you are a developer 15 and member of the church . 16 MR. WALKER: Yes . 17 MR. MELODY : Okay. That ' s 18 understood. A couple of things . On the -- I am 19 looking at the retention ponds, and I have 20 been on West Highland for 16 years, and I am 21 thinking about the -- correct me if I am wrong, 22 the rainfall of 196, which we got 96 inches -- 23 or, I ' m sorry, 16 inches, and I ' m questioning -- 24 I don ' t have the answer and I don ' t know if you Depo Court Reporting Service ( 630) 983-0030 40 1 as an attorney do either, but just wonder whether 2 the retention is adequate . 3 Also, if that is in stone, the 4 retention areas , you know, if that can be 5 modified or changed once this -- if it is 6 approved approved, and then, you know, I am 7 looking at the B-3 areas as well . 8 And, you know, since we are all 9 here and talking, you know, I do have a little 10 concern that , you know, money talks and are we 11 looking at any -- I hope not with the church 12 pushing this , but, I mean, we -- I am concerned 13 that there might be any forms of adult 14 entertainment, you know, in the neighborhood 15 since you go around Kennedy we do have that, you 16 know, at this point, so -- 17 MR. ROSANOVA: That is not in the 18 B-3 zoning area or R-1 zoning area . 19 MR. MELODY : And the retention? 20 MR. STUEPFERT : Scott can answer 21 this, too . Before us tonight , of course, it is 22 just annexation and zoning; however, we put the 23 concept plan out there just to make reference, so 24 it is a general plan . It won ' t be approved Depo Court Reporting Service ( 630 ) 983-0030 41 1 tonight , it would be recommended for approval 2 only. 3 The detention is about 15 to 20 4 percent of the total area, and there is a good 5 possibility that we could shift some of that 6 around a little bit . 7 MR . MELODY : And that is a concern . 8 MR. STUEPFERT : Yeah . And we are 9 not at that point of final design on that . 10 MR. MELODY : Okay. 11 CHAIRMAN LINDBLOM : Could I call on 12 John Whitehouse to do the standard pitch on the 13 detention, please? 14 John Whitehouse is a consulting 15 engineer for the city and they review any plans 16 that are done . 17 MR. WHITEHOUSE : I hope I use the 18 right standard pitch tonight . 19 As most of you well remember 20 from a lot of these residents ' testimony during 21 the Grande Reserve public hearing four or five 22 years ago that there have always been major 23 drainage areas in Storybook Highlands, mainly 24 because they don ' t have any stormwater detention Depo Court Reporting Service ( 630 ) 983-0030 42 1 facilities because that subdivision was put in 2 prior to that requirement . 3 Their streets are very flat , 4 their ditches are very flat, and the water does 5 not move very swiftly throughout their 6 subdivision . 7 I would also caution the 8 engineer, especially because they have not done 9 the design yet , that there are most likely septic 10 systems in the rear yards of those homes that 11 back up to this property, and it is a very 12 granular nature of the soil in this vicinity, and 13 we do not want a retention facility in there 14 that ' s going to have fluctuating water levels 15 that make the water levels saturated so the 16 septic systems don ' t function, or which would 17 allow leaching of the septic systems to come into 18 those retention basins, so those are some of the 19 issues . 20 Additionally, as with any other 21 subdivision, any opportunity that the city ever 22 has , it ' s pretty much standard engineering 23 practice as well as the city' s policy, that any 24 opportunity we have in conjunction with new Depo Court Reporting Service ( 630 ) 983-0030 43 1 annexation or new development, if we can help 2 assist adjoining, even unincorporated, 3 neighborhoods in solving drainage issues , we will 4 do what we can to do that . 5 So if there is any particular 6 drainage issue in any one of those areas , we 7 would make sure that these detention facilities , 8 regardless of where they are located, are 9 designed such that they will not increase any 10 existing problems , and do the best that we can to 11 alleviate them. 12 CHAIRMAN LINDBLOM : Okay. Thank 13 you, John . Other -- Yes , ma ' am. 14 MS . JENSEN : Pat Jensen . The 15 retention ponds look nice with the trees and 16 everything all around them, but you ' ve got people 17 backed up there that have small children, and any 18 time you have water, this is going to attract 19 children . 20 I don ' t think that ' s fair to 21 the community that ' s there living with their 22 little kids . 23 How are they going to face this 24 danger? I know it has to be done for drainage Depo Court Reporting Service ( 630 ) 983-0030 44 1 and everything, but it ' s not really an advantage 2 for those people . 3 CHAIRMAN LINDBLOM: Any comments 4 from anybody else? Any comments , Vince? 5 (No Response) 6 CHAIRMAN LINDBLOM : Yes , sir . 7 WHEREUPON : 8 BILL WHITE, 9 having been first duly sworn, testified before 10 the Yorkville Plan Commission as follows : 11 MR. WHITE : Bill White . As I am 12 looking at the site, that ' s approximately 49 13 acres , and it appears that you ' ve got at least 80 14 percent of it under parking lot and commercial . 15 Now, is that stormwater 16 retention going to actually be designed to hold 17 that amount of water, but where is the stormwater 18 retention going to be outletted to? 19 MR. ROSANOVA: Scott? Scott May? 20 WHEREUPON : 21 SCOTT MAY, 22 having been first duly sworn, testified before 23 the Yorkville Plan Commission as follows : 24 MR. MAY : It will be outletted per Depo Court Reporting Service ( 630 ) 983-0030 45 1 the natural drainage of this area as a whole and 2 it will be done per the direction of Yorkville 3 and under their guidance and approval . 4 MR. WHITE : Will that go into the 5 stormwater piping that ' s going in now on the 6 other side of Mill Road? They ' ve got a 24-inch 7 going in there . 8 MR. MAY : Some of that possibly 9 will . 10 MR. WHITE : Now, right now that 11 24-inch pipe that ' s going in now for stormwater 12 retention is feeding all of Grande Reserve going 13 all the way up to Galena Road on the north, so 14 that ' s servicing a large, large area . Is that 15 going to hold that much water again? 16 Because you ' ve got 49 acres 17 that is 80 percent under parking lot , but with a 18 commercial site, that ' s all going to be parking 19 also . 20 MR. MAY : What happens is we have to 21 retain our water on our property and release it 22 slowly through the system, so we are not going to 23 flood anybody out downstream. 24 We will retain whatever we need Depo Court Reporting Service ( 630 ) 983-0030 46 1 to retain for however long we need to retain it . 2 MR. WHITE : But is that running into 3 that 24-inch, so is everybody else running into 4 it , so how do they -- Where are they going to run 5 that water off, the outlets to that? 6 MR. WHITEHOUSE : If I can interject 7 right here, you are correct , that is serving that 8 entire northern section of Grande Reserve . 9 There is a 36-inch pipe that is 10 going to outlet across Kennedy Road to the 11 drainage swale in the regional park . 12 There is a very limited release 13 rate, of which the Grande Reserve property does 14 not use up all of that capacity of that pipe with 15 their release rate . 16 The triangular area north of 17 new Mill Road will go into that , and then this 18 development will have to prove that their 19 property is naturally tributary in that 20 direction . 21 We will have to evaluate 22 because this site was not included in the Grande 23 Reserve stormwater calculations , okay? 24 If their water naturally drains Depo Court Reporting Service ( 630 ) 983-0030 47 1 to the southwest, after accounting for any 2 additional storage on this site, they may be 3 required to put in a second discharge pipe that 4 takes it westerly into Blackberry Creek . 5 That will all be evaluated when 6 we get into preliminary and final engineering . 7 MR. WHITE : Most of the water from 8 the west end of that site goes under Galena Road 9 and goes down through the ditch in front of my 10 property . 11 Naturally when we have any 12 large rains at this point, it comes off, goes 13 underneath Galena Road, into my ditch and floods 14 the ditch downstream. 15 MR. WHITEHOUSE : Okay. Which house 16 are you, sir? 17 MR. WHITE : I am at the corner of 18 Kennedy and Galena . It ' s off-site of the 19 picture . 20 MR . WHITEHOUSE : Right over there a 21 little bit? 22 MR. WHITE : Right by the corner, 23 yes . 24 MS . WHITE : Farmhouse . Depo Court Reporting Service ( 630 ) 983-0030 48 1 MR. WHITEHOUSE : Okay . The other 2 standard policy the city has is that if the 3 natural course of drainage -- and we never let 4 discharges go into highway ditches . 5 If the course of that natural 6 drainage is into a highway ditch and that 7 includes somebody ' s property that is not in an 8 established creek, we do not allow them to 9 discharge in that direction without either 10 getting an easement to put in a pipe so that your 11 property -- any impact to your property is 12 minimized from surface drainage, or they would 13 have to -- since it ' s all tributary to Blackberry 14 Creek, that section is tributary to Blackberry 15 Creek west of Galena and the southwest corner is 16 tributary probably to Blackberry Creek west to 17 Kennedy, is that their release rate would be 18 restricted to only that section that ' s tributary 19 to the southwest, but then all of their site 20 would drain that way, they would just be required 21 to put in a larger detention volume, so their 22 release rate would be no more than what is 23 naturally tributary and naturally discharged . 24 But we would make sure , and I Depo Court Reporting Service ( 630 ) 983-0030 49 1 would encourage you to come back when we are 2 looking at this from a preliminary standpoint and 3 take a better look at the plans , but we will be 4 looking at those in that regard to make sure 5 there is no impacts on other properties . 6 MR. WHITE : Now, on the other 7 retention ponds that are in the park at this 8 point , they put in three retention ponds in the 9 new park for Grande Reserve? 10 MR. WHITEHOUSE : Those -- Yes , those 11 are compensatory storage areas -- 12 MR . WHITE : Correct . 13 MR. WHITEHOUSE : -- because when 14 they built the baseball fields , they filled in 15 some of the floodplain areas, so they had to 16 compensate one and a half times that fill volume 17 by creating some more . 18 There is some detention volume 19 in there for that use that ' s there, but most of 20 that ' s just compensatory storage for the 21 Blackberry Creek link. 22 MR. WHITE : But doesn ' t the 36-inch 23 stormwater pipe dump into that at this point? 24 MR. WHITEHOUSE : Yes , it does . Yes . Depo Court Reporting Service ( 630 ) 983-0030 50 1 MR. WHITE : So all the stormwater 2 coming from Grande Reserve and from that site, if 3 they dump into that, will dump into those three 4 ponds and then release into the creek? 5 MR. WHITEHOUSE : And then release 6 into Blackberry Creek. And the purpose of those 7 are wetland basins that provide some water 8 quality because of that water coming to it , it 9 would flow through these wetland basins before it 10 gets to Blackberry Creek. 11 MR. WHITE : And as I walk those , now 12 that they have built those, I don ' t feel that 13 those are a significant enough height from what I 14 have seen the creek rise to in the 25 years that 15 I have lived there . I have seen that creek come 16 up eight feet . 17 MR. WHITEHOUSE : Right . 18 MR. WHITE : And I think that they 19 are going to flood over into those when we do 20 have that ten, 20-year rain . 21 MR. WHITEHOUSE : Yes . Those 22 particular basins are designed so that when 23 Blackberry Creek gets, up to its ten-year flood 24 elevation that it does flow over into those Depo Court Reporting Service ( 630 ) 983-0030 51 1 basins . That ' s the design . 2 The compensatory storage for 3 the floodplain, when it does fill up, they will 4 flow into those basins, from Blackberry Creek 5 into those basins, because it ' s storage for 6 Blackberry Creek. 7 MR . WHITE : So what does that do 8 with the inlets going into there for the -- for 9 that large storm sewer that ' s feeding that whole 10 thing? 11 MR . WHITEHOUSE : The water still 12 comes that way because the elevation of the 13 basins upstream is higher than that elevation 14 downstream, so all the discharge rates for those 15 upper basins are all based on that ten-year flood 16 elevation for Blackberry Creek . 17 And you probably know this 18 because you seem very knowledgeable regarding 19 detention basins , is that Blackberry Creek is a 20 very large watershed that begins way up in Kane 21 County. 22 MR . WHITE : Yes . 23 MR . WHITEHOUSE : And the peak water 24 service elevations for Blackberry Creek happen Depo Court Reporting Service ( 630 ) 983-0030 52 1 probably two days after a rainstorm in the upper 2 reaches of that watershed because of how that 3 watershed contributes . 4 MR. WHITE : Comes down . 5 MR. WHITEHOUSE : If it ' s the same 6 storm that happens over in Kane and Kendall 7 County, these detention basins in this vicinity 8 will have functions where the discharge water 9 will be gone and down Blackberry Creek before 10 Blackberry Creek raises to that flood stage from 11 all of its upper reaches and then spills into 12 those spaces . 13 MR. WHITE : Another question for 14 you, the church, what was the preliminary design 15 on there for occupancy, occupancy level? 16 MR. ROSANOVA: We haven ' t reached 17 that stage at this point . 18 MR. WHITE : So you have no idea what 19 the church is -- You ' ve got a square footage of 20 how much parking and stuff designed for it, you 21 should have at least an estimate of what that 22 church is going to hold per occupant . 23 MR. ROSANOVA: No . At this point 24 when we come back for preliminary, we will have Depo Court Reporting Service ( 630 ) 983-0030 53 1 those figures , and you can come back to that 2 meeting at that point , but right now we do not 3 have those numbers . 4 MR. WHITE : And at that time you 5 will have it for the commercial sites, too? 6 MR. ROSANOVA: Yes , we will . 7 CHAIRMAN LINDBLOM: I ' d like to just 8 comment on that for the public . At this point 9 the developer is asking for annexation and 10 zoning . 11 Then if that is granted, then 12 they move forward and they come back to this 13 group again with a preliminary plan . I believe 14 it -- 15 MR. SCHOPPE : It ' s not a public 16 hearing . 17 CHAIRMAN LINDBLOM : It ' s not a 18 public hearing, but you are welcome to come and 19 hear what is being said at the preliminary plan 20 stage, and then understand that recommendation 21 goes to City Council . Ultimately then they come 22 back with a final plan, and that goes to Council 23 also . 24 MR . WHITE : And then again -- and I Depo Court Reporting Service ( 630 ) 983-0030 54 1 think everybody here is concerned about it -- why 2 is that going to B-3 instead of a B-2 or a B-3 3 with restrictions since it is in the middle of a 4 completely residential area? 5 MR. ROSANOVA: Well , actually here 6 this is -- this is B-3 . If you look at the 7 Comprehensive Plan of the City of Yorkville, this 8 is Kennedy Road, this is Galena and the existing 9 Mill Road . 10 They foresee that this be a 11 commercial area, and we think that B-3 is an 12 appropriate zoning district for this area . 13 CHAIRMAN LINDBLOM : Betty? 14 MS . LANGHURST : Betty Langhurst . As 15 a resident that waits two, three minutes or more 16 to get out on Galena Road now with Caterpillar 17 traffic . 18 I know Cross Lutheran is happy 19 with their 200 children there, but there is high 20 density housing south of Mill Road, commercial 21 developments there, B-3 . The traffic conditions 22 will greatly change in our area . 23 There has been a concern about 24 water flow . I am concerned about people,. Depo Court Reporting Service ( 630) 983-0030 55 1 traffic, in a place that to me doesn ' t need to be 2 commercial . 3 CHAIRMAN LINDBLOM : Back over here, 4 please . 5 MS . JENSEN : I guess this is for 6 Mr . Walker . What is the plan for the current New 7 Life Church? Are they -- Are you closing that 8 facility? 9 MR. WALKER : Yes . But, again, to 10 give you any kind of time frame right now is 11 almost premature, you know . 12 It ' s really hard to say when we 13 will be able to have the opportunity to start a 14 church, whether it would be two, three years, 15 four, five years . 16 MS . JENSEN : On this site? 17 MR. WALKER: On that site . 18 MS . JENSEN : So your plan, New 19 Life ' s plan, is to replace the current facility 20 you have with this facility? 21 MR. WALKER: That ' s correct . 22 CHAIRMAN LINDBLOM : Did I see a hand 23 over here? Yes , ma ' am. 24 WHEREUPON : Depo Court Reporting Service ( 630 ) 983-0030 56 1 PAT STEIN, 2 having been first duly sworn, testified before 3 the Yorkville Plan Commission as follows : 4 MS . STEIN : Pat Stein. More or less 5 to echo what Betty was saying, I ' m looking at the 6 past few years , and the development -- we have 7 been in Storybook Highlands now for 30 years , and 8 it just seems to me in terms of roads and 9 highways , we are way -- we ' ve got the cart before 10 the horse . 11 If you look at the new 12 subdivisions , the Grande Reserves , and you see 13 all their nice four-lane throughout the 14 subdivision, in and out , they are all exiting 15 onto two-lane highways, and the amount of 16 congestion that we ' re creating by not improving 17 the roads first , then go ahead and put in your 18 subdivision, it ' s incredible . 19 And Mill Road at this point in 20 time, particularly in bad weather, is a joke . 21 You can barely in stormy weather get two cars 22 past each other . 23 The ruts on the side of the 24 road -- We have never allowed our children, who Depo Court Reporting Service ( 630 ) 983-0030 57 1 are now grown, to ride their bicycles along the 2 road, and then you are going to add commercial to 3 that? You know, it ' s just -- it doesn ' t make any 4 sense at all . 5 CHAIRMAN LINDBLOM : Yes , sir . Right 6 here . 7 WHEREUPON : 8 JOHN LANGHURST, 9 having been first duly sworn, testified before 10 the Yorkville Plan Commission as follows : 11 MR . LANGHURST : John Langhurst . You 12 talked about on your plan you ' re going to put a 13 four lane through Galena Road. 14 Before this plan goes through, 15 you ' re going to set them back how many feet? I 16 mean, you ' ve got to have an allowance for -- 17 CHAIRMAN LINDBLOM: It ' s not our 18 plans for Galena . It ' s not our plans . 19 MR. LANGHURST : You ' ve got to have 20 all the utilities moved out and all that and you 21 are just creating extra work, unless you have a 22 setback along Galena Road. 23 And then you ' ve got commercial 24 places all over the place here, you ' re going to Depo Court Reporting Service ( 630 ) 983-0030 58 1 have one on this new subdivision on 47 and 2 Galena, and you ' ve got a shopping mall right over 3 here on Mill Road, and you ' re going to have one 4 on Orchard, you ' ve got Menard ' s over there . 5 That whole area is going to be 6 filled with commercial buildings or whatever, 7 offices, and I just can ' t -- The church is fine . 8 I have no problem with the church . It ' s a good 9 idea . 10 But you are butting up right on 11 Kennedy Road there, to put in commercial 12 buildings there . Like the lady says , she lives 13 right across the street and she doesn ' t need to 14 be looking at a bunch of cars parked there and 15 whatever, wrappers are flying around, if they 16 have a fast food place or whatever, and that 17 whole section needs to be just shut down, two 18 commercial areas , next to the road. 19 Also the retention ponds , if 20 you put four lanes in there in the future -- 21 that ' s what we ' ve heard -- that creates a 22 problem. 23 What are you going to do, fill 24 them up, tear them out? That ' s going to create Depo Court Reporting Service ( 630 ) 983-0030 59 1 extra work and a lot of extra expenses . 2 MR. ROSANOVA: At this point, sir -- 3 MR. LANGHURST : And that ' s about it . 4 I mean, I don ' t mind commercial going in this 5 side, if they want to put them over there, but 6 not along -- right along the housing . That ' s 7 pretty bad . I ' m sorry. Thank you . 8 CHAIRMAN LINDBLOM: John? 9 MR. WHITEHOUSE : I guess it ' s 10 probably appropriate now to give the 11 transportation end of my spiel just to fill 12 everybody in in the room as to what ' s going on 13 because there were some comments regarding the 14 cart before the horse, which is unfortunately 15 always the way it seems to happen . 16 The Grande Reserve annexation 17 agreement provided for the improvements , 18 reconstruction, widening, of all of the 19 preliminary roads to Grande Reserve, including 20 Kennedy, all the way across Bristol Ridge, you 21 know, to -- and in conjunction with another Pulte 22 development all the way to Menard ' s , Bristol 23 Ridge Road, which has been reconstructed already, 24 and Mill Road, as well as intersection Depo Court Reporting Service ( 630 ) 983-0030 60 1 improvements at Bristol Ridge and 34 , which has 2 been accomplished with that light, as well as 3 Kennedy and Galena . 4 With regard to the Grande 5 Reserve perimeter roads , Kennedy Road south of 6 the railroad tracks , from there to Bristol Ridge, 7 will most likely be constructed this year, all at 8 the expense of Grande Reserve . Actually, all of 9 these road improvements are at the expense of 10 Grande Reserve . 11 Mill Road has been scheduled 12 for reconstruction probably in the year 2007 , but 13 if this development moves along quicker, then I 14 believe the city would probably -- and I will 15 state for the record that we would want them to 16 contribute via the annexation agreement to the 17 advancing of those Grande Reserve -- or the Mill 18 Road improvements soon . 19 The railroad crossing upgrade 20 alone is going to be about $400 , 000 , and the rest 21 of Mill Road is about another mil , two . 22 There will eventually be 23 signals at Galena and Kennedy, and I just want to 24 state for the record that even though there may Depo Court Reporting Service ( 630 ) 983-0030 61 1 be signals there, it ' s not going to lessen the 2 potential impact of the curve because unless all 3 of you drive like I do, some of you will get a 4 green light if you are eastbound on Kennedy and 5 that curve will be just like it is now, so the 6 stoplight there will really have no impact on the 7 curve . 8 It would be best probably in 9 the long-term if that speed limit was lowered on 10 Galena, but that is under the jurisdiction of the 11 Kendall County Highway Department . 12 There will be a requirement by 13 Kendall County for a 60-foot half right-of-way on 14 the southeast side of Galena, and prior to this 15 development being approved, prior to that access 16 being approved, so there will not be a need at 17 some future date to fill in any detention basins 18 in order to make a widening improvement to Galena 19 Road. 20 In addition to that 60-foot 21 half right-of-way, there are statutory 22 requirements from the Illinois statute that 23 regard setbacks of detention basins from pavement 24 such that they are not a danger to the public . Depo Court Reporting Service ( 630 ) 983-0030 62 1 There will be additional 2 right-of-way required on the section of Kennedy 3 Road between Galena and the existing Mill to the 4 tune of about 90 feet from the existing center 5 line to the east, so there is going to be a much 6 larger setback because that section of Kennedy 7 Road between Galena and Mill is going to be 8 probably a five-lane section, okay, for that last 9 section or at least three lanes at Mill , at new 10 Mill , and then it ' s going to widen out to provide 11 a left turn, a right turn, possibly a dual left 12 turn on Galena for future improvements when 13 Galena is widened . 14 So as far as the city ' s 15 foresight with regard to transportation 16 improvements in this area, not that I am 17 advocating commercial, I 'm just saying that from 18 a transportation standpoint , it has been well 19 thought out . 20 CHAIRMAN LINDBLOM : Yes , sir . 21 MR . WHITE : Bill White . Do you know 22 if there is -- still in the long-term plan are 23 considering taking Kennedy Road clear to 30? 24 MR. WHITEHOUSE : That is no longer Depo Court Reporting Service ( 630 ) 983-0030 63 1 in the plans . There had been a plan of extending 2 Gordon Road from the Village of Montgomery down 3 across Blackberry Creek and connecting with 4 Kennedy, but because that would require another 5 bridge over Blackberry Creek and both communities 6 are sensitive to the Blackberry Creek' s watershed 7 committee, you know, requirements or 8 recommendations regarding minimizing crossings , 9 Gordon Road is going to . swing west and connect 10 with Cannonball at Galena . It will not be 11 connecting here to Kennedy. 12 MR . WHITE : So Gordon Road will turn 13 in and come in by Dixon? 14 MR . WHITEHOUSE : Gordon Road will 15 swing down with a southwesterly swing and come 16 down and hit Galena at Cannonball . 17 Dixon will be cut off short and 18 will come in and T into Gordon before it gets to 19 Galena . And that plan is being advanced. 20 MR. WHITE : Okay. I understand . I 21 understand. 22 CHAIRMAN LINDBLOM : Yes , sir . 23 MR . STEIN : Would it be more 24 feasible to make 30 four-lane rather than Galena? Depo Court Reporting Service ( 630 ) 983-0030 64 1 MR. WHITEHOUSE : They will probably 2 both be . Eventually they will both be . 3 CHAIRMAN LINDBLOM: Okay . Any other 4 comments on this development? 5 (No Response) 6 CHAIRMAN LINDBLOM: Okay . I want to 7 move this thing along . We are tending to dwell 8 too long on these . So go ahead, you ' ve got a 9 question? 10 MR . WHITE : Bill White . On the 11 other commercial sites when you went through your 12 concept plans, what was the ideal tenants for 13 those? 14 MR . ROSANOVA: Not determined at 15 this point . Not determined . 16 MR . WHITE : So no determination at 17 all . As far as size for those commercial sites , 18 I see you have the two broke right there at the 19 corner of Kennedy and Galena . 20 MR. ROSANOVA: This is a concept 21 plan. What we are asking for tonight, sir, is a 22 zoning recommendation -- 23 MR. WHITE : Of B-3 . 24 MR . ROSANOVA: -- of B-3 zoning, and Depo Court Reporting Service ( 630 ) 983-0030 65 1 then we will come in subsequently for a plat 2 approval . We will have more engineering and 3 design and dimensions of each lot laid out at 4 that time . 5 CHAIRMAN LINDBLOM: Back of the 6 room. 7 MR. VON HOTEN : Paul Von Hoten . So 8 it looks like if this does go through that the 9 commercial will be developed before the church 10 and school . Is that correct? 11 MR . ROSANOVA: Dave? You can -- 12 MR. WALKER: Again, it would only be 13 a guess . My guess is that the southeast would 14 probably be going first -- 15 MR . VON HOTEN : And where is the 16 southeast? 17 MR . WALKER : Would be right there, 18 would be my guess , within the next year or so . I 19 don ' t want to speak for any of those folks . 20 And then we are just now 21 prepared or working on solicitation in that other 22 area so that we can work on getting that plan put 23 together so we are not piecing everything in and 24 everything connects . Depo Court Reporting Service ( 630 ) 983-0030 66 1 So we really have not even 2 solicited that . We need to get a little bit more 3 guidance here . 4 CHAIRMAN LINDBLOM : Okay . Is there 5 any other questions that we have not talked 6 about? I don ' t want to go over things we have 7 already talked about . 8 MR. MELODY : Just one final real 9 quick question . Mike Melody. Realistically, a 10 chronological time frame, one year, two years , 11 three years , if it were approved as-is? 12 MR. ROSANOVA: At this point that 13 would be pure speculation . 14 MR. MELODY : No, I know, but I ' m 15 asking the City Council here, the Planning -- 16 CHAIRMAN LINDBLOM : That ' s not ours . 17 We are not the developer . 18 MR. MELODY : Nobody has got a feel 19 for that? 20 MR. ROSANOVA: Mr . Walker? 21 MR. WALKER: Dave Walker . My guess 22 would be, again, when you are dealing with a 23 church facility and that, you know, it comes -- 24 it comes down to, you know, with the Lord willing Depo Court Reporting Service ( 630 ) 983-0030 67 1 to some extent . 2 Our feeling is we think that it 3 would be aggressive to be starting a facility 4 within two to three years . 5 MR . MELODY : That would be 6 aggressive? 7 MR. WALKER: It would be aggressive . 8 MR. MELODY : Okay . Thank you . 9 CHAIRMAN LINDBLOM : Okay. One last 10 time, any further questions that we have not 11 talked about? 12 (No Response) 13 CHAIRMAN LINDBLOM: Hearing none 14 then, I will move on to public hearing number 15 three, United City of Yorkville will hold and 16 conduct a public hearing before the Plan 17 Commission on April 12 , 2006, at 7 : 00 p . m. in the 18 City Council Chambers, 800 Game Farm Road, 19 Yorkville, Illinois, for purposes of amending its 20 Planned Unit Development ordinance . 21 Travis? 22 WHEREUPON : 23 TRAVIS MILLER, 24 having been first duly sworn, testified before Depo Court Reporting Service ( 630 ) 983-0030 68 1 the Yorkville Plan Commission as follows : 2 MR. MILLER: Sir, in your packet you 3 received a memo from myself dated April 5th that 4 summarizes the staff recommendations . I am going 5 to be going through that summary. 6 Basically staff recommendation 7 before you tonight is to modify the PUD 8 ordinance, which is a portion of the zoning 9 ordinance . 10 The purpose of this 11 recommendation stems from multiple issues , one of 12 those being timing and expense for the petitioner 13 in the case of a PUD application . 14 I understand currently under 15 the PUD ordinance a concept plan is presented, 16 input is given on that, and then subsequent to 17 that a preliminary plan is submitted and 18 approved . 19 It isn ' t until the preliminary 20 plan is approved that the petitioner has any 21 entitlement in terms of zoning and the actual 22 land use that ' s being permitted. 23 That preliminary plan requires 24 preliminary engineering, photometrics, and a Depo Court Reporting Service ( 630 ) 983-0030 69 1 pretty high level of detail , which takes time and 2 expense on behalf of the petitioner before 3 getting any approval at all to move forward with 4 the project . 5 Smaller projects may not be an 6 issue, but with the larger projects that we are 7 seeing coming in that becomes more and more of an 8 issue with the petitioners . That ' s one purpose . 9 The second purpose as I see it 10 from a planning standpoint as I review the 11 current ordinance, this is in my opinion a tool 12 mechanism that would be useful for a petitioner 13 that has a laundry list of variances and things 14 that they are requesting . 15 Rather than coming through with 16 straight zoning and requesting those variances , 17 the PUD can roll that into one as a PUD, granting 18 those variances all at the same time . 19 That ' s fine, I think the city 20 needs to get something in return for that, and I 21 believe that a true PUD should have, and state 22 guidelines for architectural details should 23 have, should provide attributes in excess of 24 conventional zoning . Depo Court Reporting Service ( 630 ) 983-0030 70 1 So if a petitioner comes in and 2 requests a PUD, it should be above and beyond 3 what a standard straight zoning request would 4 provide . 5 There should be architectural 6 detail , there should be something unique about 7 the project to justify it to be a PUD. 8 Thirdly, from an administration 9 standpoint and just recordkeeping, currently the 10 PUD is treated as a special use to a straight 11 zoning classification, so the zoning map, there 12 is no way to distinguish what has been approved 13 as part of a PUD and what hasn ' t been without 14 going case-by-case into the files to determine 15 that . 16 As you know, PUD ' s can vary 17 from case to case . By establishing a PUD as a 18 separate zoned classification, the Zoning Act 19 would then read each of these as PUD, that would 20 be a zoning classification, that would be 21 codified, and you would know exactly at a glance 22 what ' s a PUD and what has different governances 23 and different entitlements than what straight 24 zoning does . Depo Court Reporting Service ( 630 ) 983-0030 71 1 So from an administration 2 standpoint that would be somewhat easier, so 3 those are the main three reasons for the 4 recommendation . 5 The recommendation that ' s 6 prepared includes additional language to describe 7 the purpose of the PUD, including a clear 8 statement explaining that the PUD should provide 9 value to the city over and above the conventional 10 zoning district and list attributes that 11 generally should be provided that addresses the 12 purpose of a PUD issue, the changes to procedures 13 for reviewing and approving a PUD given -- with 14 this recommendation, this would be a zoning 15 classification change that would be treated the 16 same way a zoning change is . 17 There would be two public 18 hearings in that conceptual plan process . The 19 conceptual plan essentially becomes a zoning map 20 for that unique piece of property. 21 That ' s a brief overview as a 22 summary of the recommendations . I ' d be happy to 23 answer any questions from citizens at this point . 24 CHAIRMAN LINDBLOM: Okay . We will Depo Court Reporting Service ( 630 ) 983-0030 72 1 come back to this as a committee . Is there 2 comments from the public regarding the proposed 3 change that the city is asking for? 4 (No Response) 5 CHAIRMAN LINDBLOM : Okay . Hearing 6 none then, I would ask for a motion to close the 7 public hearing . 8 MS . ADAMS : So moved. 9 MR. JONES : Second . 10 CHAIRMAN LINDBLOM: Moved and 11 seconded. Any further discussion on the motion? 12 (No Response) 13 CHAIRMAN LINDBLOM : Hearing none, 14 those in favor signify by saying aye . 15 (A Chorus of Ayes ) 16 CHAIRMAN LINDBLOM: Opposed? 17 (No Response ) 18 CHAIRMAN LINDBLOM : Public hearing 19 is over . The motion passes . 20 (Which were all the 21 proceedings had in 22 the public hearing . ) 23 ---000--- 24 Depo Court Reporting Service ( 630 ) 983-0030 73 1 STATE OF ILLINOIS ) ss : 2 COUNTY OF LASALLE ) 3 4 CHRISTINE M. VITOSH, being first duly 5 sworn, on oath says that she is a Certified 6 Shorthand Reporter doing business in the State of 7 Illinois ; 8 That she reported in shorthand the 9 proceedings had at the foregoing public hearing; 10 And that the foregoing is a true and 11 correct transcript of her shorthand notes so 12 taken as aforesaid and contains all the 13 proceedings had at the said public hearing . 14 IN WITNESS WHEREOF I have hereunto set 15 my a this _____ _ day of 16 2006 . 17 18 19 ' ems---� 20 CHRISTINE M. VII H, C . R. 21 CSR License No . 084-002883 22 23 24 Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 74 April 12 , 2006 $400,00 60:20, 60:20 16:1, 16:4 71:1 Anybody 3:16, 9:15, '9 39:22 A. 12:22, 13:24 adult 11:8, 40:13 24:24, 44:4, 45:23 084-002883 73:24 a.m. 38:8 advanced 63:19 anyway 19:18 100 38:11, 38:12, abide 33:6 advancing 60:17 appear 31:20 38:21 able 55:13 advantage 44:1 appeared 2:16 10th 6:1 above 70:2, 71:9 advantages 8:23 appears 44:13 1117:15 above-entitled 1:7 advocating 62:17 application 4:7, 14th 6:2 abuts 25:11 affect 31:11 13:1, 68:13 15 41:3 access 20:6, 20:22, aforesaid 73:14 appreciate 5:19 16 39:20, 39:23 21:5, 32:22, 61:15 ag 34:19 approached 6:6 20 41:3 accesses 32:20 agenda 5:16 appropriate 54:12, 20-year 50:20 accommodate 7:13, aggressive 67:3, 59:10 200 54:19, 60:12 15:3, 16:15, 16:19 67:6, 67:7 approval 18:2, 2006-2 4:5, 12:18 accommodates 16:4 ago 36:5, 41:22 19:24, 41:1, 45:3, 2006. 73:18 accomplished 60:2 Agreement 4:10, 65:2, 69:3 202 39:1 accounting 47:1 59:17, 60:16 approve 5:23 24-inch 45:6, 45:11, accurate 26:11 Agricultural 13:4, approved 4:15, 6:2, 46:3 acre 14:24 15:11, 15:22 6:3, 6:23, 12:10, 25 50:14 acreage 8:7 ahead 26:20, 32:10, 40:6, 40:6, 40:24, 27th 6:4 acres 4:18, 6:10, 56:17, 64:8 61:15, 61:16, 66:11, 3 60:1 7:15, 7:15, 13:8, Alan 35:3, 35:6 68:18, 68:20, 70:12 30 6:10, 7:15, 31:8, 15:10, 44:13, 45:16 alleviate 43:11 approving 71:13 56:7, 62:23, 63:24 across 20:24, 27:7, allow 14:5, 14:10, approximately 4:18, 30-foot 19:17, 25:3, 27:11, 28:17, 31:15, 42:17, 48:8 13:8, 15:9, 44:12 25:7, 25:13, 25:15 34:14, 46:10, 58:13, allowance 57:16 April 68:3 36 8:12 59:20, 63:3 allowed 56:24 architectural 69:22, 36-inch 46:9, 49:22 Act 70:18 almost 55:11 70:5 47 4:19, 6:8, 29:5, active 11:8 alone 60:20 area 4:13, 7:9, 9:4, 58:1 actual 68:21 already 12:10, 29:4, 16:22, 17:3, 19:22, 49 44:12, 45:16 Actually 18:12, 19:1, 30:17, 38:22, 38:23, 21:4, 21:9, 25:7, 49.36 13:8, 15:10 21:3, 21:21, 44:16, 59:23, 66:7 28:19, 28:22, 30:18, 587 4:18 54:5, 60:8 amending 67:19 31:9, 31:12, 31:14, 5th 68:3 ADAMS 2:4, 72:8 amendment 4:8 31:19, 33:4, 33:20, 60-foot 61:13, 61:20 add 8:12, 57:2 America 28:4 34:23, 35:8, 39:3, 6:00 38:8, 38:8, 38:9, addition 61:20 amount 7:21, 22:15, 40:18, 40:18, 41:4, 38:9 additional 47:2, 44:17, 56:15 45:1, 45:14, 46:16, 7.66 14:24 62:1, 71:6 ANNE 2:5 54:4, 54:11, 54:12, 7:00 1:9, 1:9, 67:17, Additionally 42:20 annex 18:17 54:22, 58:5, 62:16, 67:17 address 31:1 Annexation 4:9, 65:22 80 44:13, 45:17 addressed 34:1 5:24, 13:2, 14:4, areas 4:11, 20:1, 800 1:9, 67:18 addresses 71:11 16:8, 40:22, 43:1, 40:4, 40:7, 41:23, 857 12:22 adequate 11:18, 53:9, 59:16, 60:16 43:6, 49:11, 49:15, 90 62:4 40:2 annexed 6:20 58:18 96 39:22 adjacent 17:17, answer 17:7, 23:2, around 5:12, 19:11, 36:24 23:4, 23:6, 24:21, 30:17, 36:9, 40:15, adjoining 43:2 39:24, 40:20, 71:23 41:6, 43:16, 58:15 <A> adjust 21:13 anticipating 11:19, as-is 66:11 A-1 13:4, 15:22, administration 70:8, 33:18 aspects 22:7 Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 75 April 12 , 2006 assemblage 7:7 Basically 7:8, 7:15, board 14:16, 14:16, 70:17, 70:17 assessed 10:9 8:15, 17:21, 22:10, 38:2 case-by-case 70:14 assist 43:2 24:15, 68:6 bodies 9:3 cast 35:19, 36:1 assisted 26:4 basins 42:18, 50:7, bottom 8:9 catch 39:8 attached 18:24, 19:3 50:9, 50:22, 51:1, boulevard 21:8 Caterpillar 54:16 attorney 40:1 51:4, 51:5, 51:13, breakdowns 7:24 caution 42:7 attract 43:18 51:15, 51:19, 52:7, Brestal 13:19 center 32:1, 32:1, attributes 69:23, 61:17, 61:23 BRIAN 2:8 38:7, 38:23, 39:4, 71:10 Baumann 12:20, bridge 63:5 62:4 AUDIENCE 3:16, 12:21, 12:22, 12:24, brief 5:17, 71:21 certain 35:7 9:19, 23:10, 24:5, 13:23, 13:24, 34:16 bring 5:5 Certified 73:7 38:4 become 35:12 bringing 30:21 Chambers 67:18 August 6:1 becomes 69:7, Bristol 13:10, 59:20, chance 18:16, 36:6 aware 37:13 71:19 59:22, 60:1, 60:6 change 35:23, aye 3:10, 72:14 begin 14:18 broke 64:18 35:24, 54:22, 71:15, Ayes 3:11, 72:15 beginning 3:19, brought 6:21 71:16, 72:3 29:21 Brummel 7:10, 7:17 changed 7:12, 40:5 begins 51:20 buffer 19:16, 19:17, changes 27:23, < B > behalf 2:16, 69:2 19:22, 20:2, 25:3, 71:12 B-2 54:2 behind 29:8, 38:12, 25:7, 25:13, 25:15 changing 6:17 B-3 4:11, 13:5, 14:8, 38:21 building 30:3 characteristics 17:2 15:15, 15:18, 16:22, believe 8:21, 34:3, buildings 58:6, CHARLES 2:6 17:22, 18:2, 18:9, 53:13, 60:14, 69:21 58:12 children 22:14, 18:20, 21:15, 21:20, belongs 28:5 built 49:14, 50:12 28:21, 30:10, 30:11, 22:24, 23:19, 23:20, benefits 8:18 bunch 32:9, 58:14 43:17, 43:19, 54:19, 23:21, 24:2, 24:4, best 43:10, 61:8 Business 4:11, 13:5, 56:24 24:6, 24:19, 27:17, better 17:6, 19:9, 14:9, 24:7, 73:8 Chorus 3:11, 72:15 27:21, 32:7, 32:11, 38:14, 49:3 busy 22:11 CHRISTINE 1:8, 34:17, 40:7, 40:18, Betty 26:18, 27:2, butting 58:10 73:6, 73:23 54:2, 54:2, 54:6, 27:5, 27:6, 54:13, bypass 12:23, 13:24 chronological 66:10 54:11, 54:21, 64:23, 54:14, 56:5 churches 19:7, 64:24 beyond 70:2 36:23 Back 9:20, 14:14, bicycles 57:1 < C > circulation 21:14 15:1, 20:1, 23:3, big 33:22 C.S.R. 1:8, 73:23 citizens 71:23 28:12, 33:4, 33:16, Bill 44:8, 44:11, calculations 46:23 City 1:2, 1:10, 2:17, 33:21, 35:15, 36:2, 62:21, 64:10 call 41:11 4:7, 4:19, 6:3, 6:6, 36:11, 42:11, 49:1, bisecting 11:4 called 26:4 8:21, 9:3, 13:1, 13:3, 52:24, 53:1, 53:12, bisects 11:1 Cannonball 63:10, 13:4, 14:3, 15:20, 53:22, 55:3, 57:15, bit 7:12, 41:6, 47:21, 63:16 16:7, 16:9, 16:11, 65:5, 72:1 66:2 cap 32:15 16:16, 18:3, 18:17, backed 43:17 Blackberry 47:4, capacity 46:14 19:10, 23:24, 25:10, backing 19:4, 19:11 48:13, 48:14, 48:16, car 24:13 33:4, 33:11, 33:12, bad 56:20, 59:7 49:21, 50:6, 50:10, care 12:23, 26:5, 41:15, 42:21,42:23, ball 28:16 50:23, 51:4, 51:6, 38:7, 38:23, 39:4 48:2, 53:21, 54:7, Bank 12:22, 14:1 51:16, 51:19, 51:24, cars 30:18, 56:21, 60:14, 62:14, 66:15, barely 56:21 52:9, 52:10, 63:3, 58:14 67:15, 67:18, 69:19, baseball 49:14 63:5, 63:6 cart 56:9, 59:14 71:9, 72:3 based 9:7, 51:15 blessing 33:2, 33:11 case 22:3, 68:13, CLARENCE 2:3 Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 76 April 12 , 2006 clarification 23:16 completely 54:4 converted 18:4 CUDNEY 4:24, 5:3, classification 70:11, complex 27:17, 30:6 copies 5:6, 5:7 5:3, 5:11, 10:11, 11:7, 70:18, 70:20, 71:15 Comprehensive copy 5:12, 5:13, 11:22 classifications 24:8 54:7 23:24, 24:1 current 55:6, 55:19, clear 7:3, 32:4, 33:5, concept 19:24, corner 4:18, 13:9, 69:11 62:23, 71:7 40:23, 64:12, 64:20, 18:7, 47:17, 47:22, Currently 14:20, close 33:10, 72:6 68:15 48:15, 64:19 15:10, 16:1, 16:6, closely 38:18 conceptual 71:18, Corporation 4:6, 68:14, 70:9 closing 55:7 71:19 12:20 curve 30:15, 30:17, clue 24:5 concern 30:14, 35:9, Correct 24:18, 28:9, 31:8, 61:2, 61:5, 61:7 co-ministry 38:14 40:10, 41:7, 54:23 39:21, 46:7, 49:12, cut 63:17 Cobine 13:19 concerned 11:6, 55:21, 65:10, 73:13 codified 70:21 35:8, 40:12, 54:1, cotton 35:12 Corned 6:14, 6:15 54:24 Council 6:3, 53:21, < D > Comes 21:22, 30:16, conditions 54:21 53:22, 66:15, 67:18 D-790806 1:24 47:12, 51:12, 52:4, conduct 67:16 Counsel 2:15 danger 43:24, 61:24 66:23, 66:24, 70:1 configuration 11:2 COUNTY 4:8, 4:20, dangerous 31:10 coming 22:12, 30:9, congestion 56:16 13:2, 13:4, 13:10, date 61:17 38:8, 38:22, 50:2, congregation 38:16 15:22, 16:1, 16:3, dated 68:3 50:8, 69:7, 69:15 conjunction 42:24, 18:13, 19:14, 29:5, Dave 14:13, 22:21, comings 30:12 59:21 32:19, 51:21, 52:7, 23:1, 30:24, 31:1, comment 3:16, connect 63:9 61:11, 61:13, 73:3 31:3, 32:16, 39:8, 26:21, 28:3, 31:1, Connected 36:19, couple 8:22, 11:11, 39:8, 65:11, 66:21 34:6, 34:8, 53:8 36:21 20:10, 25:5, 33:14, day 38:7, 38:23, comments 9:19, connecting 63:3, 39:18 39:4, 73:17 10:16, 23:9, 44:3, 63:11 course 18:18, 23:2, days 52:1 44:4, 59:13, 64:4, connection 21:5, 40:21, 48:3, 48:5 dealing 66:22 72:2 21:23 create 12:2, 58:24 deceased 12:21 Commission 1:1, connects 65:24 creates 58:21 decrease 4:13, 8:20 5:2, 5:22, 5:23, 6:23, consider 6:16 creating 49:17, defined 24:8 10:21, 13:16, 14:20, considering 62:23 56:16, 57:21 defines 17:6 15:1, 17:12, 23:14, consists 4:17, 13:7, Creek 47:4, 48:8, Del 5:4, 7:16, 7:23, 27:4, 29:16, 31:5, 15:9 48:14, 48:15, 48:16, 8:14, 8:18, 9:7, 10:5, 34:12, 35:5, 36:15, constructed 60:7 49:21, 50:4, 50:6, 10:8, 10:11 37:22, 44:10, 44:23, construed 31:10 50:10, 50:14, 50:15, density 8:14, 9:11, 56:3, 57:10, 67:17, Consultants 14:17, 50:23, 51:4, 51:6, 15:19, 18:24, 19:3, 68:1 17:5 51:16, 51:19, 51:24, 54:20 committee 63:7, consulting 41:14 52:9, 52:10, 63:3, Department 32:19, 72:1 contains 73:14 63:5, 63:6 61:11 communities 63:5 contiguous 16:7 Cross 15:21, 15:23, depicting 29:3 community 8:19, continuity 15:17 18:11, 37:4, 37:24, depth 7:14 11:9, 11:10, 11:18, contract 13:20, 26:3, 38:12, 39:3, 39:3, describe 71:6 27:23, 35:23, 43:21 26:14 54:18 design 17:8, 41:9, comp 17:19, 17:23 contribute 60:16 crosses 21:22 42:9, 51:1, 52:14, company 31:23 contributes 52:3 crossing 60:19 65:3 compensate 49:16 conventional 7:22, crossings 63:8 designed 43:9, compensatory 8:13, 9:4, 69:24, 71:9 CROUCH 2:7 44:16, 50:22, 52:20 49:11, 49:20, 51:2 conversations 16:16 CSR 73:24 detached 8:6, 16:2 Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 77 April 12 , 2006 detail 22:5, 69:1, District 4:12, 4:12, dwell 64:7 19:4 70:6 4:14, 13:5, 13:6, estimate 52:21 details 22:1, 69:22 14:9, 16:13, 16:13, evaluate 46:21 detention 20:1, 41:3, 16:21, 54:12, 71:10 < E > evaluated 47:5 41:13, 41:24, 43:7, ditch 47:9, 47:13, earlier 21:18 evening 13:17 48:21, 49:18, 51:19, 47:14, 48:6 easement 48:10 Eventually 18:3, 52:7, 61:17, 61:23 ditches 42:4, 48:4 easier 5:8, 71:2 60:22, 64:2 determination 64:16 division 21:4, 21:15 East 15:7, 16:3, everybody 46:3, determine 70:14 Dixon 63:13, 63:17 18:10, 37:11, 38:4, 54:1, 59:12 determined 64:14, doing 38:17, 38:18, 38:5, 62:5 everyone 7:3, 7:3 64:15 73:8 eastbound 61:4 Everything 6:14, develop 12:7, 39:13 Dommermuth 13:18 echo 56:5 6:15, 8:15, 43:16, developed 65:9 done 7:12, 7:13, edge 19:17 44:1, 65:23, 65:24 developer 39:14, 7:19, 11:8, 11:17, eight 50:16 exactly 27:11, 70:21 53:9, 66:17 41:16, 42:8, 43:24, either 20:10, 21:13, examined 10:2 developers 6:7 45:2 40:1, 48:9 examples 24:4 developing 6:9 doors 36:11 elevation 50:24, excellent 16:24 Development 4:9, doubt 32:23 51:12, 51:13, 51:16 excess 69:23 4:15, 12:10, 15:16, Down 8:8, 15:12, elevations 51:24 existing 4:15, 15:11, 25:9, 28:6, 29:1, 16:22, 18:22, 19:21, eliminated 8:3, 8:4 25:8, 43:10, 54:8, 43:1, 46:18, 56:6, 20:21, 21:9, 47:9, Elizabeth 12:20, 62:3, 62:4 59:22, 60:13, 61:15, 52:4, 52:9, 58:17, 13:23 exiting 56:14 64:4, 67:20 63:2, 63:15, 63:16, empty 36:24 exits 11:17 developments 54:21 66:24 encourage 49:1 expand 39:3 develops 12:1 downstream 45:23, end 36:22, 47:8, expanding 18:14 diamonds 28:16 47:14, 51:14 59:11 expansion 37:5, different 5:22, 6:7, drain 48:20 ended 7:21 39:2 7:7, 8:20, 11:9, 11:11, drainage 41:23, engineer 41:15, 42:8 expense 60:8, 60:9, 30:8, 38:15, 70:22, 43:3, 43:6, 43:24, engineering 22:2, 68:12, 69:2 70:23 45:1, 46:11, 48:3, 22:4, 22:7, 42:22, expenses 59:1 dimensions 65:3 48:6, 48:12 47:6, 65:2, 68:24 explaining 71:8 DINA 2:12 drains 46:24 enough 12:2, 50:13 expressing 6:7, 6:9 direction 45:2, Drive 37:12, 61:3 enter 21:9 extending 63:1 46:20, 48:9 drive-in 24:13 Entertain 3:1 extension 16:9 directly 20:24 driving 24:14, 32:4 entertainment 40:14 extensive 23:22 director 14:17 dual 62:11 entire 17:21, 19:17, extent 67:1 discharge 47:3, duly 5:1, 10:2, 10:20, 46:8 extra 5:5, 57:21, 48:9, 51:14, 52:8 13:15, 17:11, 23:13, entitlement 68:21 59:1, 59:1 discharged 48:23 27:3, 29:15, 31:4, entitlements 70:23 extremely 33:10 discharges 48:4 34:11, 35:4, 36:14, entrance 11:21, disclose 25:22 37:21, 44:9, 44:22, 20:10, 20:23, 27:12, discussed 25:21 56:2, 57:9, 67:24, 30:14 < F > discussing 7:2, 25:2 73:6 entrances 10:23 face 29:6, 43:23 discussion 3:7, dump 49:23, 50:3, especially 42:8 facilities 42:1, 43:7 72:11 50:3 essentially 71:19 facility 14:6, 14:7, discussions 38:15, duplex 8:3 established 48:8 16:14, 16:17, 18:14, 38:16 during 22:17, 30:1, establishing 70:17 25:8, 26:5, 26:5, distinguish 70:12 30:9, 41:20 Estate 12:20, 13:23, 30:5, 30:6, 37:2, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 78 April 12 , 2006 42:13, 55:8, 55:19, five-lane 62:8 future 37:4, 58:20, 54:22 55:20, 66:23, 67:3 flat 42:3, 42:4 61:17, 62:12 green 61:4 Fact 21:13, 31:21, flood 45:23, 50:19, group 53:13 32:9, 33:19 50:23, 51:15, 52:10 growing 33:20 fair 22:15, 43:20 floodplain 49:15, < G > grown 57:1 far 11:6, 29:22, 51:3 Game 1:9, 67:18 growth 16:11, 16:15 33:21, 38:16, 62:14, floods 47:13 Garitano 6:16, 7:8 guarantee 25:17 64:17 flow 50:9, 50:24, gas 27:20, 28:9, guaranteed 18:5 Farm 1:9, 67:18 51:4, 54:24 28:10, 28:13 guess 28:1, 29:10, Farmhouse 15:12, fluctuating 42:14 gather 25:3 55:5, 59:9, 65:13, 47:24 flying 58:15 gave 7:23 65:13, 65:18, 66:21 fast 58:16 folks 31:21, 32:11, General 4:12, 40:24 guidance 45:3, 66:3 favor 3:10, 72:14 65:19 generally 9:9, 9:13, guidelines 69:22 feasible 63:24 following 14:12 71:11 feather 32:14 follows 5:2, 10:3, generate 9:2 feeding 45:12, 51:9 10:21, 13:16, 17:12, generated 12:3 < H > feel 14:19, 15:17, 21:21, 23:14, 27:4, Gentleman 9:20, half 49:16, 61:13, 16:8, 16:19, 17:24, 29:16, 31:5, 34:12, 10:16, 25:2, 35:1, 61:21 19:12, 50:12, 66:18 35:5, 36:15, 37:22, 36:10 hand 3:17, 55:22, feeling 67:2 44:10, 44:23, 56:3, George 12:21, 12:24 73:17 feet 50:16, 57:15, 57:10, 68:1 gets 50:10, 50:23, handling 11:6 62:4 food 58:16 63:18 handout 7:23 few 6:6, 17:14, footage 52:19 getting 48:10, 65:22, happen 51:24, 59:15 22:22, 56:6 foregoing 73:11, 69:3 happens 45:20, 52:6 fewer 9:4 73:12 GIPE 2:12 happy 23:3, 23:23, field 34:16, 36:24 foresee 54:10 give 19:19, 24:4, 54:18, 71:22 fields 49:14 foresight 62:15 34:8, 55:10, 59:10 hard 55:12 figures 53:1 forgot 3:18 given 33:2, 36:3, health 26:5 filed 4:6, 12:24 forms 40:13 68:16, 71:13 hear 53:19 files 70:14 forth 33:21 gives 7:24 heard 25:2, 38:24, fill 49:16, 51:3, forward 53:12, 69:3 glance 70:21 58:21 58:23, 59:11, 61:17 fou 55:15 goings 30:12 Hearing 3:2, 3:6, filled 49:14, 58:6 four 24:7, 24:10, golf 24:13 3:9, 4:1, 4:5, 8:18, final 6:24, 41:9, 33:19, 41:21, 57:13, Gordon 63:2, 63:9, 12:17, 41:21, 53:16, 47:6, 53:22, 66:8 58:20 63:12, 63:14, 63:18 53:18, 67:13, 67:14, fine 58:7, 69:19 four-lane 56:13, governances 70:22 67:16, 72:5, 72:7, firm 13:18 63:24 grade 27:19 72:13, 72:18, 73:11, firs 56:17 frame 55:10, 66:10 Grande 15:15, 73:15 First 4:5, 5:1, 6:13, Fran 32:22, 33:3, 18:24, 20:23, 28:1, hearing. 72:22 10:2, 10:20, 13:15, 33:5, 33:13 41:21, 45:12, 46:8, hearings 71:18 17:11, 18:1, 23:13, frequent 11:14 46:13, 46:22, 49:9, height 50:13 27:3, 29:15, 29:19, front 30:19, 34:3, 50:2, 56:12, 59:16, held 20:22 31:4, 34:11, 35:4, 47:9 59:19, 60:4, 60:8, help 19:19, 24:20, 36:14, 37:21, 44:9, frontage 16:24 60:10, 60:17 43:1 44:22, 56:2, 57:9, full 5:16, 12:7, granted 53:11 helping 39:13 65:14, 67:24, 73:6 32:22, 33:8 granting 69:17 Henry 12:22, 13:24 fits 17:2 function 42:16 granular 42:12 hereunto 73:16 five 41:21, 55:15 functions 52:8 greatly 27:15, 31:12, high 15:19, 18:23, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 79 April 12 , 2006 19:2, 27:19, 54:19, 61:22, 67:19, 73:1, 43:6, 69:6, 69:8, knowledgeable 69:1 73:9 71:12 51:18 higher 51:13 imagine 12:1, 12:4 issues 22:24, 32:10, knows 7:4 Highland 37:11, impact 9:5, 9:8, 33:21, 42:19, 43:3, KRAUPNER 2:6, 3:4 39:20 48:11, 61:2, 61:6 68:11 Highlands 41:23, impacts 49:5 item 12:18 56:7 important 14:19, < L> Highway 32:19, 17:16, 20:16, 21:12 lack 38:13 48:4, 48:6, 61:11 improvement 61:18 < J > ladies 26:19 highways 56:9, improvements JACK 2:9 Lady 29:8, 34:3, 56:15 59:17, 60:1, 60:9, JENSEN 29:10, 37:17, 58:12 hit 63:16 60:18, 62:12, 62:16 29:14, 29:17, 29:17, laid 65:3 Hoffman 12:21, improving 56:16 29:19, 30:7, 43:14, land 7:19, 8:2, 12:23 in. 3:17 43:14, 55:5, 55:16, 15:14, 17:2, 17:15, hold 44:16, 45:15, inches 39:22, 39:23 55:18 18:19, 68:22 52:22, 67:15 include 15:15, 24:12 Jerry 10:19, 10:22 landscape 19:17, HOLDIMAN 2:3 included 23:19, John 2:15, 41:12, 25:7, 25:13 Home 4:5, 11:13, 46:22 41:14, 43:13, 57:8, lane 57:13 27:15 includes 48:7, 71:6 57:11, 59:8 lanes 33:19, 58:20, homeowners 19:20 including 59:19, joke 56:20 62:9 Homes 5:4, 8:6, 8:6, 71:7 JONES 2:9, 3:3, 72:9 LANGHURST 26:18, 8:10, 8:12, 9:4, increase 4:10, 8:24, jurisdiction 61:10 26:18, 26:21, 27:2, 19:11, 42:10 43:9 justify 70:7 27:5, 27:5, 27:7, honest 17:18 increased 7:22, 8:8, JUSTIN 2:15 27:10, 27:14, 28:14, hope 40:11, 41:17 9:6 29:4, 54:14, 54:14, horror 32:5 increasing 7:14, 57:8, 57:11, 57:11, horse 56:10, 59:14 9:10 < K> 57:19, 59:3 HOTEN 36:13, incredible 56:18 Kane 51:20, 52:6 language 71:6 36:16, 36:17, 36:21, indicated 16:16 keep 5:17, 31:13 large 45:14, 45:14, 37:3, 65:7, 65:7, individually 10:8 Kendall 4:8, 4:20, 47:12, 51:9, 51:20 65:15 initial 6:10 13:2, 13:4, 13:9, larger 6:10, 48:21, hour 1:9 inlets 51:8 13:10, 15:22, 15:24, 62:6, 69:6 hours 22:9, 30:9 input 33:4, 68:16 16:3, 52:6, 61:11, LASALLE 73:3 house 10:13, 47:15 instance 30:7 61:13 last 5:18, 6:1, 8:17, houses 30:19 instead 54:2 Kennedy 15:7, 22:8, 38:24, 62:8, housing 7:22, 7:23, intense 24:10, 24:10 16:24, 20:8, 30:22, 67:9 10:24, 16:5, 54:20, intensity 24:11 31:6, 31:15, 40:15, lastly 22:13 59:6 intent 31:22 46:10, 47:18, 48:17, later 32:17, 33:16 huge 27:17, 28:18, intention 30:4 54:8, 58:11, 59:20, laundry 69:13 32:14 interchange 12:8 60:3, 60:5, 60:23, law 13:18 interest 6:8, 6:9 61:4, 62:2, 62:6, layout 7:12 interject 46:6 62:23, 63:4, 63:11, leaching 42:17 < 1 > interrogatories 10:3 64:19 least 12:5, 24:9, idea 52:18, 58:9 intersection 12:6, kids 33:21, 39:1, 44:13, 52:21, 62:9 ideal 64:12 59:24 43:22 leave 20:14 Illinois 1:2, 1:10, intersections 18:8 kind 3:18, 7:24, left 62:11, 62:11 2:17, 4:8, 4:20, intricacies 17:8 9:10, 21:7, 32:3, less 11:14, 56:4 12:19, 13:2, 13:10, issue 18:22, 33:16, 55:10 lessen 61:1 Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 80 April 12 , 2006 lesser 32:8 32:6, 39:19, 40:7, 25:1, 25:1, 25:16, 3:14, 72:6, 72:11, letter 31:22 40:11, 44:12, 49:2, 25:20, 26:1, 26:6, 72:19 level 52:15, 69:1 49:4, 56:5, 58:14 26:9, 26:11, 39:7, move 12:17, 42:5, levels 42:14, 42:15 looks 65:8 39:7, 39:10, 39:14, 53:12, 64:7, 67:14, License 73:24 Lord 66:24 39:17, 40:19, 41:7, 69:3 Life 12:18, 13:21, lot 5:18, 8:16, 8:20, 41:10, 66:8, 66:9, Moved 3:3, 3:5, 14:2, 14:14, 14:15, 9:1, 19:5, 19:21, 66:14, 66:18, 67:5, 57:20, 72:8, 72:10 38:14, 55:7, 55:19 20:15, 21:18, 22:11, 67:8 moves 60:13 light 12:5, 22:18, 22:12, 22:14, 30:8, member 39:12, moving 9:11 60:2, 61:4 31:21, 41:20, 44:14, 39:15 MPI 15:15 lights 27:21, 27:22 45:17, 59:1, 65:3 members 38:15 MS 2:4, 2:5, 2:12, likely 18:4, 42:9, lots 19:4 memo 68:3 26:18, 26:21, 27:5, 60:7 loud 18:15 Menard 58:4, 59:22 27:7, 27:10, 27:14, limit 61:9 low 22:18 mention 22:8 28:14, 29:4, 29:10, limited 46:12 lowered 61:9 mentioned 18:2, 29:17, 29:19, 30:7, Linda 34:10, 34:13 LUCIETTO 2:5 18:11, 21:18, 25:3 34:5, 34:13, 37:23, line 7:9, 20:24, 21:4, Lutheran 15:21, MICHAEL 2:7 38:5, 43:14, 47:24, 21:19, 62:5 15:23, 18:11, 37:4, middle 34:22, 54:3 54:14, 55:5, 55:16, lined 19:7 37:24, 54:18 Mike 2:11, 10:4, 55:18, 56:4, 72:8 lines 6:14, 6:15 25:1, 39:7, 66:9 Multi 24:17 link 49:21 mil 60:21 multi-family 8:4 list 23:21, 69:13, < M > miles 27:16, 29:2 multiple 68:11 71:10 M. 1:8, 13:14, 73:6, Mill 15:6, 17:1, MURPHY 10:19, little 3:18, 7:12, 73:23 37:12, 45:6, 46:17, 10:22, 10:22, 11:19, 25:4, 28:1, 29:5, ma'am 43:13, 55:23 54:9, 54:20, 56:19, 12:11 32:8, 40:9, 41:6, main 21:11, 71:3 58:3, 59:24, 60:11, myself 68:3 43:22, 47:21, 66:2 mainly 41:23 60:17, 60:21, 62:3, live 27:7, 34:13 major 20:17, 30:15, 62:7, 62:9, 62:10 lived 27:15, 50:15 30:23, 41:22 MILLER 2:10, 24:6, < N > lives 58:12 mall 27:20, 58:2 24:18, 67:23, 68:2 name 5:3, 9:23, living 26:4, 43:21 malls 28:4 mind 31:13, 59:4 23:17, 26:23, 29:11, located 13:8, 15:21, map 70:11, 71:19 mini-warehouse 34:8, 39:8 38:7, 38:19, 43:8 Margaret 37:20, 24:14 nation 35:24 location 20:7, 20:24, 37:23 minimized 48:12 natural 45:1, 48:3, 21:8, 32:14 Matt 4:24, 5:3, 9:18, minimizing 63:8 48:5 logical 16:9 10:1, 12:16 ministry 38:10 Naturally 46:19, long 9:14, 27:23, matter 1:7, 31:22, minute 36:4 46:24, 47:11, 48:23, 46:1, 64:8 32:9, 33:20 minutes 54:15 48:23 long-term 61:9, mean 28:5, 29:21, mistake 30:15, nature 24:15, 33:24, 62:22 40:12, 57:16, 59:4 30:23 42:12 longer 62:24 means 9:4 mix 14:10, 16:23 need 9:13, 11:24, look 5:8, 8:1, 8:8, mechanism 69:12 modified 40:5 45:24, 46:1, 55:1, 8:16, 17:16, 17:19, meet 32:12 modify 4:14, 68:7 58:13, 61:16, 66:2 22:6, 31:20, 34:17, MEETING 1:1, 1:6, money 40:10 needs 32:12, 58:17, 43:15, 49:3, 54:6, 9:14, 53:2 Montgomery 63:2 69:20 56:11 meetings 5:22, 10:6 morning 22:10 negotiations 14:21, Looking 15:5, 16:12, MELODY 9:21, 10:1, mornings 22:19 26:3 18:14, 19:20, 31:23, 10:4, 10:4, 10:14, Motion 3:2, 3:7, neighborhood 35:7, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 81 April 12 , 2006 40:14 < 0 > oral 10:3 Pat 29:14, 29:17, neighborhoods 43:3 oath 3:22, 73:7 Orchard 58:4 43:14, 56:1, 56:4 net 8:11, 14:24 object 36:7 order 7:13, 7:18, Paul 36:13, 36:16, New 5:6, 5:9, 5:11, objections 30:11 7:19, 61:18 65:7 5:13, 5:14, 8:2, 8:10, obviously 8:7, 8:24, ordinance 23:24, pavement 61:23 11:1, 11:2, 11:3, 22:18 24:1, 24:9, 25:11, PC 4:5, 12:18 12:18, 13:21, 14:2, occupancy 52:15, 67:20, 68:8, 68:9, peak 51:23 14:14, 14:15, 38:14, 52:15 68:15, 69:11 people 3:15, 11:12, 42:24, 43:1, 46:17, occupant 52:22 original 10:23 11:13, 11:15, 22:12, 49:9, 55:6, 55:18, occupied 15:23, Otherwise 22:17 30:16, 30:19, 30:21, 56:11, 58:1, 62:9 16:2 outfit 26:3 33:15, 43:16, 44:2, next 58:18, 65:18 occupying 36:23 outlet 46:10 54:24 nice 20:2, 20:12, off-peak 11:16 outlets 46:5 per 44:24, 45:2, 34:16, 34:22, 43:15, off-site 47:18 outletted 44:18, 52:22 56:13 offices 58:7 44:24 percent 38:11, night 22:11, 22:13, Okay 9:17, 10:14, overall 22:4, 22:6 38:12, 38:21, 41:4, 22:16, 22:19, 27:22, 12:15, 25:20, 26:16, overview 71:21 44:14, 45:17 29:22 27:6, 29:7, 29:18, owners 13:22 perhaps 15:1 nights 22:19 34:2, 34:24, 37:3, perimeter 60:5 nighttime 38:10 39:5, 39:17, 41:10, permitted 16:20, No. 12:22, 35:21, 43:12, 46:23, 47:15, < P> 23:21, 24:2, 24:15, 52:23, 73:24 48:1, 62:8, 63:20, P. 12:24 24:19, 68:22 Nobody 66:18 64:3, 64:6, 66:4, p.m. 1:9, 38:9, 67:17 personal 28:3 non-residential 67:8, 67:9, 71:24, packet 68:2 petitioner 4:22, 18:19 72:5 parcel 6:16, 6:17, 13:20, 25:14, 68:12, none 3:9, 12:17, Old 5:6, 5:13, 5:24, 7:6, 7:8, 7:10, 7:17, 68:20, 69:2, 69:12, 67:13, 72:6, 72:13 8:10, 12:21, 14:1 9:12, 12:2, 18:23, 70:1 nonresidential once 40:5 25:22, 25:24, 26:1, petitioners 4:6, 21:19 One 8:24, 10:24, 35:23 12:24, 13:12, 69:8 north 6:15, 6:16, 7:2, 11:3, 11:3, 11:20, parcels 7:7 petitioning 14:3 9:12, 12:3, 15:6, 19:8, 19:12, 20:11, parents 30:9 Phil 14:14, 17:4, 15:24, 19:6, 25:9, 22:8, 24:9, 25:6, park 28:15, 46:11, 17:10, 37:13 45:13, 46:16 28:9, 29:2, 37:1, 49:7, 49:9 photometrics 68:24 northern 14:5, 46:8 43:6, 49:16, 58:1, parked 58:14 picture 47:19 northwest 4:18 58:3, 66:8, 66:10, parking 19:21, 35:8, piece 31:17, 35:12, not-for-profit 12:19 67:9, 68:11, 69:8, 44:14, 45:17, 45:18, 71:20 note 21:12 69:17 52:20 piecing 65:23 notes 73:13 One-family 4:14, Part 4:16, 12:3, Pillars 26:4, 32:13 nothing 6:17, 28:5, 13:6 15:15, 30:6, 37:6, pipe 45:11, 46:9, 36:1 open 20:5 39:2, 70:13 46:14, 47:3, 48:10, notice 7:11, 36:3 operation 22:9 particular 15:4, 49:23 notify 14:19 opinion 32:15, 69:11 43:5, 50:22 piping 45:5 number 8:8, 8:10, opportunity 16:11, particularly 56:20 pitch 41:12, 41:18 11:13, 12:18, 38:24, 33:12, 42:21, 42:24, parties 14:12 place 18:21, 38:23, 67:14 55:13 partly 27:24 55:1, 57:24, 58:16 numbers 53:3 Opposed 3:12, pass 5:12 placed 21:3 72:16 passes 3:14, 72:19 places 57:24 optimal 26:10 past 56:6, 56:22 Planned 4:9, 4:15, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 82 April 12, 2006 12:9, 28:17, 67:20 prepared 65:21, proposing 25:19 question 9:21, Planning 14:17, 71:6 prove 46:18 24:21, 26:22, 29:9, 14:17, 17:5, 18:13, present 14:13, 37:10 provide 9:1, 16:9, 29:19, 32:17, 34:6, 66:15, 69:10 presentation 14:18, 16:10, 23:23, 24:1, 52:13, 64:9, 66:9 plans 35:11, 37:11, 17:6, 20:12 25:15, 50:7, 62:10, questioning 39:23 37:14, 37:15, 41:15, presented 68:15 69:23, 70:4, 71:8 questions 3:21, 49:3, 57:18, 57:18, Presently 4:11, 4:13, provided 8:21, 9:15, 9:18, 10:16, 63:1, 64:12 38:6, 38:13 59:17, 71:11 12:13, 17:7, 20:6, plat 15:2, 21:20, pretty 8:15, 19:15, Public 3:2, 3:6, 4:1, 22:4, 22:24, 23:2, 26:15, 65:1 22:18, 33:5, 34:19, 8:17, 23:6, 41:21, 23:4, 23:6, 23:9, please 9:20, 10:17, 42:22, 59:7, 69:1 53:8, 53:15, 53:18, 25:5, 26:17, 33:15, 26:24, 29:12, 37:18, previous 6:11 61:24, 67:14, 67:16, 66:5, 67:10, 71:23 41:13, 55:4 prior 42:2, 61:14, 71:17, 72:2, 72:7, quick 9:21, 66:9 Plus 19:23, 30:10, 61:15 72:18, 72:22, 73:11, quicker 60:13 30:22 probably 18:6, 22:5, 73:15 quite 11:9, 23:22, poin 22:2, 25:18, 48:16, 51:17, 52:1, PUD 6:2, 68:7, 25:2 29:2, 40:16, 47:12, 59:10, 60:12, 60:14, 68:13, 68:15, 69:17, 49:8, 53:2, 59:2 61:8, 62:8, 64:1, 69:17, 69:21, 70:2, point 8:2, 11:22, 65:14 70:7, 70:10, 70:13, < R > 12:6, 17:14, 20:4, problem 58:8, 58:22 70:16, 70:17, 70:19, R-1 13:5, 14:4, 20:7, 20:22, 21:22, problems 43:10 70:22, 71:7, 71:8, 16:12, 16:21, 19:14, 22:1, 22:13, 23:5, procedures 71:12 71:12, 71:13 21:15, 21:21, 40:18 30:5, 33:9, 41:9, PROCEEDINGS 1:6, Pulte 4:5, 5:4, 59:21 R-2 4:13 49:23, 52:17, 52:23, 72:21, 73:11, 73:15 purchaser 13:20 R-3 4:12, 16:1 53:8, 56:19, 64:15, process 3:22, 35:16, pure 66:13 railroad 33:23, 60:6, 66:12, 71:23 71:18 purpose 50:6, 68:10, 60:19 pointing 21:3 programs 22:14 69:8, 69:9, 71:7, rain 50:20 points 21:2, 21:5 project 5:19, 5:23, 71:12 rainfall 39:22 policy 42:23, 48:2 5:24, 9:19, 69:4, 70:7 purposes 15:11, rains 47:12 ponds 20:9, 39:19, projects 69:5, 69:6 67:19 rainstorm 52:1 43:15, 49:7, 49:8, properties 49:5 Pursuant 25:10, raise 3:17 50:4, 58:19 property 4:16, 4:17, 26:15 raises 52:10 portion 7:2, 9:7, 6:8, 10:8, 10:9, pushed 7:16, 7:17 ranges 24:14, 32:5 10:24, 14:22, 68:8 10:11, 10:13, 13:7, pushing 37:11, rate 46:13, 46:15, positive 16:10 13:23, 14:4, 14:10, 40:12 48:17, 48:22 possibility 41:5 14:22, 14:24, 15:3, put 16:14, 19:16, rates 51:14 possibly 45:8, 62:11 15:6, 15:13, 16:6, 19:22, 34:20, 35:11, Rather 20:19, 33:8, potential 61:2 16:8, 19:11, 22:7, 40:22, 42:1, 47:3, 63:24, 69:15 potentially 18:22 27:18, 36:9, 37:7, 48:10, 48:21, 49:8, Raymond 23:12, practice 42:23 38:1, 39:3, 39:13, 56:17, 57:12, 58:11, 23:18, 37:9 preliminary 6:22, 42:11, 45:21, 46:13, 58:20, 59:5, 65:22 reached 52:16 15:2, 26:3, 26:15, 46:19, 47:10, 48:7, reaches 52:2, 52:11 47:6, 49:2, 52:14, 48:11, 48:11, 71:20 read 70:19 52:24, 53:13, 53:19, proposal 17:2 < Q > real 4:16, 4:17, 13:7, 59:19, 68:17, 68:19, propose 16:23 quadrant 14:5, 20:2, 20:12, 20:16, 68:23, 68:24 proposed 6:11, 14:10, 15:12, 15:16 32:22, 66:8 premature 22:5, 15:18, 16:13, 25:8, qualify 32:8 Realistically 66:9 55:11 25:21, 25:23, 72:2 quality 50:8 really 8:22, 9:9, 9:15, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 83 April 12 , 2006 44:1, 55:12, 61:6, represent 13:19 retain 45:21, 45:24, 35:6, 35:18, 36:8 66:1 reputable 31:23 46:1, 46:1 rural 27:19, 30:18, rear 42:10 request 15:2, 18:16, retention 39:19, 30:18 reason 21:3, 32:7 70:3 40:2, 40:4, 40:19, ruts 56:23 reasons 11:11, requesting 4:8, 4:10, 42:13, 42:18, 43:15, 20:11, 71:3 13:2, 14:8, 17:22, 44:16, 44:18, 45:12, received 68:3 26:6, 69:14, 69:16 49:7, 49:8, 58:19 < S > recognize 3:24 requests 70:2 return 69:20 sales 9:2 recommendation require 63:4 revenue 9:2, 9:7 SANDRA 2:4 53:20, 64:22, 68:6, required 19:16, review 24:2, 41:15, saturated 42:15 68:11, 71:4, 71:5, 47:3, 48:20, 62:2 69:10 Saturday 22:11, 71:14 requirement 25:12, reviewing 71:13 22:19 recommendations 42:2, 61:12 rezoning 4:10, 13:3, saying 3:10, 6:12, 63:8, 68:4, 71:22 requirements 61:22, 15:3, 26:15, 35:15 20:1, 28:18, 56:5, recommended 41:1 63:7 ride 57:1 62:17, 72:14 reconfiguration 9:10 requires 28:10, Ridge 59:20, 59:23, says 8:9, 58:12, 73:7 reconstructed 59:23 68:23 60:1, 60:6 scale 24:11 reconstruction requiring 14:23 right-in 33:9 scheduled 31:7, 59:18, 60:12 Reserve 15:16, right-of-way 61:13, 60:11 record 4:21, 26:24, 18:24, 20:23, 28:2, 61:21, 62:2 SCHILLINGER 2:8 28:6, 60:15, 60:24 41:21, 45:12, 46:8, right-out 33:9 school 14:6, 16:17, recordkeeping 70:9 46:13, 46:23, 49:9, rise 50:14 30:3, 30:5, 30:6, red 31:21 50:2, 59:16, 59:19, roads 56:8, 56:17, 30:9, 33:22, 33:22, reduced 9:5 60:5, 60:8, 60:10, 59:19, 60:5 36:17, 37:2, 65:10 reducing 7:21 60:17 role 39:10 schools 9:5, 9:8 reduction 8:11 Reserves 56:12 roll 69:17 SCHOPPE 2:11, reference 40:23 Residence 4:12, room 59:12, 65:6 53:15 regard 49:4, 60:4, 4:14, 13:6 ROSANOVA 13:14, SCOTT 22:3, 40:20, 61:23, 62:15 resident 54:15 13:17, 13:18, 23:5, 44:19, 44:19, 44:21 regarding 17:7, residential 15:20, 23:20, 25:6, 25:18, SEC 14:17, 17:4, 29:20, 51:18, 59:13, 16:2, 18:20, 18:23, 25:23, 26:2, 26:8, 22:3 63:8, 72:2 19:9, 19:11, 20:3, 26:10, 26:12, 27:9, Second 3:4, 12:22, regardless 43:8 25:9, 25:11, 25:12, 27:13, 28:24, 30:4, 14:1, 47:3, 69:9, 72:9 region 17:21 27:23, 28:6, 28:22, 30:24, 36:19, 37:1, seconded 3:6, 72:11 regional 46:11 34:23, 54:4 37:6, 37:13, 40:17, section 7:9, 7:16, rehabilitation 32:1 residents 41:20 44:19, 52:16, 52:23, 46:8, 48:14, 48:18, reinventing 38:17 residing 11:13 53:6, 54:5, 59:2, 58:17, 62:2, 62:6, relationship 18:20, Response 3:8, 3:13, 64:14, 64:20, 64:24, 62:8, 62:9 19:9 12:14, 24:22, 44:5, 65:11, 66:12, 66:20 seeing 31:14, 32:17, release 45:21, 64:5, 67:12, 72:4, roughly 38:9 69:7 46:12, 46:15, 48:17, 72:12, 72:17 Route 4:19, 6:8 seem 51:18 48:22, 50:4, 50:5 responsible 25:14 row 26:20, 34:3 seems 29:24, 56:8, religious 14:6, 16:17 rest 60:20 rules 33:6 59:15 remember 41:19 restaurants 24:13 rumors 27:21 seen 20:17, 50:14, replace 55:19 restricted 48:18 run 46:4 50:15 REPORT 1:6 restrictions 54:3 running 46:2, 46:3 selection 18:9 reported 73:10 resubmitting 26:13 runs 7:9 senior 32:1 Reporter 73:8 retail 6:7, 24:16 RUPERT 35:3, 35:6, sense 17:24, 18:6, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 84 April 12 , 2006 19:5, 19:13, 21:19, 55:16, 55:17 Sr 12:23, 13:24 56:7 28:23, 38:17, 57:4 sites 38:18, 53:5, ss 73:2 straight 21:6, 31:17, sensitive 63:6 64:11, 64:17 staff 16:16, 23:24, 69:16, 70:3, 70:10, separate 24:7, 70:18 sitting 14:13 68:4, 68:6 70:23 separation 20:8 size 64:17 stage 52:10, 52:17, street 27:8, 28:17, September 6:2, 6:3 slated 31:14, 31:16 53:20 31:15, 34:14, 58:13 septic 42:9, 42:16, slowly 45:22 stand 3:17, 4:2 streets 42:3 42:17 small 43:17 standard 41:12, Strip 6:10, 24:18, Service 4:11, 13:5, Smaller 5:7, 69:5 41:18, 42:22, 48:2, 27:20, 28:4 14:9, 51:24 soil 42:12 70:3 strong 8:23 services 8:21, 22:12 solicitation 65:21 standpoint 49:2, structured 19:7 servicing 45:14 solicited 66:2 62:18, 69:10, 70:9, student 9:5 serving 46:7 solidified 26:13 71:2 studies 11:8, 11:16 set 21:12, 57:15, solving 43:3 start 6:12, 55:13 STUEPFERT 14:15, 73:16 somebody 22:23, started 5:16, 22:6 17:4, 17:10, 17:13, setback 57:22, 62:6 48:7 starting 67:3 23:1, 37:15, 40:20, setbacks 61:23 someday 33:19 starts 24:9 41:8 setting 29:20 somewhat 71:2 State 34:7, 60:15, stuff 52:20 seven 26:7 Somewhere 27:13 60:24, 69:21, 73:1, subdivision 19:15, sewer 51:9 soon 60:18 73:8 42:1, 42:6, 42:21, shift 41:5 sorry 9:22, 39:23, statement 71:8 56:14, 56:18, 58:1 shopping 58:2 59:7 station 27:20, 28:9, subdivisions 56:12 short 63:17 sort 26:5 28:10, 28:13 subject 13:22, 32:18 Shorthand 73:8, South 6:14, 7:6, 7:8, statute 61:22 submitted 68:17 73:10, 73:13 10:24, 12:1, 18:8, statutory 61:21 subsequent 68:16 show 11:17, 17:20 18:22, 20:21, 31:17, stay 9:12 subsequently 15:1, shown 17:23 33:22, 38:3, 54:20, STEIN 23:12, 23:15, 65:1 shut 58:17 60:5 23:18, 23:18, 37:9, sufficient 11:5 side 17:21, 19:6, southeast 13:9, 37:9, 56:1, 56:4, summarizes 68:4 20:10, 20:21, 45:6, 14:22, 15:7, 15:12, 56:4, 63:23 summary 68:5, 56:23, 59:5, 61:14 31:20, 61:14, 65:13, stems 68:11 71:22 sides 20:13 65:16 stone 21:13, 32:24, summer 5:19 signals 60:23, 61:1 southern 14:9 35:19, 36:1, 40:3 Sunday 22:19 significant 50:13 southwest 47:1, stop 35:10 sunroom 34:15, signify 3:10, 72:14 48:15, 48:19 stoplight 11:23, 34:18 single-family 8:5, southwesterly 63:15 31:7, 31:11, 61:6 surface 48:12 8:6, 16:2, 16:4 spaces 52:12 stoplights 11:20 surprised 36:8 Sir 23:17, 24:24, speaking 4:21, 13:11 storage 24:14, 47:2, surrounding 15:14 35:1, 37:8, 39:6, special 19:8, 19:12, 49:11, 49:20, 51:2, swale 46:11 44:6, 47:16, 57:5, 21:21, 28:11, 70:10 51:5 swiftly 42:5 59:2, 62:20, 63:22, specific 9:15 storm 51:9, 52:6 swing 63:9, 63:15, 64:21, 68:2 specifically 28:12 stormwater 41:24, 63:15 sit 34:15, 34:15 speculation 66:13 44:15, 44:17, 45:5, sworn 3:17, 4:3, 5:1, site 18:12, 20:20, speed 61:9 45:11, 46:23, 49:23, 10:2, 10:20, 13:15, 30:11, 30:18, 36:18, spent 5:18, 5:20 50:1 17:11, 23:13, 27:3, 38:7, 38:11, 44:12, spiel 3:18, 59:11 stormy 56:21 29:15, 31:4, 34:11, 45:18, 46:22, 47:2, spills 52:11 story 32:5 35:4, 36:14, 37:21, 47:8, 48:19, 50:2, square 52:19 Storybook 41:23, 44:9, 44:22, 56:2, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 85 April 12 , 2006 57:9, 67:24, 73:7 66:11, 67:4, 71:3 Two 7:7, 8:1, 11:1, using 29:24 system 45:22 throughout 42:5, 11:17, 21:2, 21:5, utilities 16:10, 57:20 systems 42:10, 56:13 26:19, 27:16, 29:2, 42:16, 42:17 throwing 35:11 36:23, 38:18, 38:18, tight 32:22, 33:6 52:1, 56:21, 58:17, < V > timing 68:12 60:21, 64:18, 66:10, value 71:9 < T> together 38:19, 67:4, 71:17 variance 32:10 talked 8:17, 32:18, 65:23 two-lane 56:15 variances 69:13, 57:12, 66:5, 66:7, TOM 2:2 type 38:20 69:16, 69:18 67:11 Tonight 5:17, 7:1, typical 24:16 vary 70:16 talks 40:10 14:12, 14:19, 40:21, versus 8:10 tax 9:2, 9:6 41:1, 41:18, 64:21, via 60:16 taxed 10:7, 10:8, 68:7 < U > vicinity 42:12, 52:7 10:9, 10:9, 10:12 tool 69:11 uglification 28:4 view 20:19, 34:16 taxing 9:3 total 8:9, 8:9, 41:4 Ultimately 53:21 viewable 20:15 to 50:20 Township 13:10 underneath 47:13 Village 63:2 tear 58:24 tracks 33:23, 60:6 understand 27:22, Vince 13:18, 18:1, teenager 22:15 traditional 8:13, 28:15, 28:20, 29:22, 18:10, 23:2, 44:4 Ten 26:10, 26:11, 11:10 53:20, 63:20, 63:21, VINCENT 13:14 27:16 traffic 11:6, 11:8, 68:14 visibility 20:16 ten-year 50:23, 11:16, 12:2, 12:3, understood 39:18 VITOSH 1:8, 73:6, 51:15 12:5, 22:16, 54:17, unfortunately 59:14 73:23 tenant 14:21, 15:4, 54:21, 55:1 unhappy 28:7 volume 48:21, 25:21, 25:23 transcript 73:13 unincorporated 43:2 49:16, 49:18 tenants 64:12 transitional 19:1 unique 70:6, 71:20 VON 36:13, 36:16, tendency 11:15 transportation Unit 4:9, 4:15, 67:20 36:16, 36:21, 37:3, tending 64:7 59:11, 62:15, 62:18 United 1:2, 2:16, 4:7, 65:7, 65:7, 65:15 Teresa 12:21, 12:23 travel 11:15 4:19, 13:1, 13:3, term 38:14 TRAVIS 2:10, 24:3, 13:4, 16:7, 67:15 terms 8:18, 8:19, 67:21, 67:23 units 8:3, 8:4, 10:7, < W> 56:8, 68:21 treated 70:10, 71:15 16:3 wait 36:4 testified 5:1, 10:3, trees 43:15 unless 9:14, 22:23, waits 54:15 10:20, 13:15, 17:11, triangular 31:17, 57:21, 61:2 walk 50:11 23:13, 27:3, 29:15, 46:16 until 38:8, 68:19 WALKER 14:13, 31:4, 34:11, 35:4, tributary 46:19, upfront 17:18 22:21, 22:23, 23:1, 36:14, 37:21, 44:9, 48:13, 48:14, 48:16, upgrade 60:19 31:1, 31:3, 31:6, 44:22, 56:2, 57:9, 48:18, 48:23 upper 24:11, 51:15, 32:21, 33:3, 33:18, 67:24 trips 11:14 52:1, 52:11 39:9, 39:12, 39:16, testimony 41:20 true 69:21, 73:12 upset 34:20, 34:21 55:6, 55:9, 55:17, Thanks 12:15 Trust 12:22, 12:23, upsets 27:15 55:21, 65:12, 65:17, They've 45:6 13:24, 14:1 upstream 51:13 66:20, 66:21, 66:21, thinking 3:20, 39:21 try 5:17 usage 8:20 67:7 Thirdly 70:8 tune 62:4 useful 69:12 wanted 7:3, 17:14 though 60:24 turn 23:3, 62:11, uses 14:11, 15:14, wants 5:13 thre 67:15 62:11, 62:12, 63:12 16:20, 16:20, 16:23, warrants 11:24 three 5:21, 10:23, turning 30:21 17:15, 17:17, 20:3, wash 24:13 24:11, 49:8, 50:3, tw 11:2, 12:18, 22:20, 23:21, 24:2, water 20:13, 42:4, 54:15, 55:14, 62:9, 54:15, 55:14 24:11 42:14, 42:15, 43:18, Depo Court Reporting Service ( 630 ) 983-0030 Yorkville Plan Commission 86 April 12 , 2006 44:17, 45:15, 45:21, 53:24, 62:21, 62:21, 56:7, 66:10, 66:11, 46:5, 46:24, 47:7, 63:12, 63:20, 64:10, 67:4 50:7, 50:8, 51:11, 64:10, 64:16, 64:23 Yorkville 1:2, 1:10, 51:23, 52:8, 54:24 WHITEHOUSE 2:17, 4:7, 4:20, 5:2, watershed 51:20, 41:12, 41:14, 41:17, 10:13, 10:21, 12:19, 52:2, 52:3, 63:6 46:6, 47:15, 47:20, 13:1, 13:3, 13:5, weather 56:20, 48:1, 49:10, 49:13, 13:16, 13:21, 14:3, 56:21 49:24, 50:5, 50:17, 15:20, 16:7, 16:15, Webb 5:4, 7:16, 50:21, 51:11, 51:23, 17:12, 23:14, 25:11, 7:23, 8:14, 8:18, 9:7, 52:5, 59:9, 62:24, 27:4, 29:16, 31:5, 10:6, 10:8, 10:11 63:14, 64:1 32:14, 34:12, 35:5, Wednesday 22:13, whole 10:9, 10:10, 36:15, 37:22, 44:10, 22:16, 22:18 23:21, 27:14, 27:17, 44:23, 45:2, 54:7, week 22:17 33:20, 35:12, 35:12, 56:3, 57:10, 67:15, welcome 53:18 35:16, 45:1, 51:9, 67:19, 68:1 West 13:19, 17:20, 58:5, 58:17 young 28:21 27:17, 29:1, 31:13, widen 62:10 youth 22:14 31:16, 38:1, 39:20, widened 62:13 47:8, 48:15, 48:16, widening 59:18, 63:9 61:18 <Z> westerly 47:4 willing 19:16, 19:22, zone 27:18 wetland 50:7, 50:9 66:24 zoned 4:11, 4:13, whatever 27:18, wishes 3:16, 4:2 6:20, 28:16, 34:19, 32:5, 45:24, 58:6, within 65:18, 67:4 70:18 58:15, 58:16 without 48:9, 70:13 whatsoever 6:17 WITNESS 73:16 wheel 38:18 Witnesses 4:3 < Dates > WHEELY 37:20, wonder 22:9, 40:1 april 12, 2006 1:8, 37:23, 37:23, 38:5 wondered 37:10 1:8, 1:8, 67:17, WHEREOF 73:16 wondering 10:5, 67:17, 67:17 WHEREUPON 4:23, 36:17 9:24, 10:18, 13:13, words 22:22 17:9, 23:11, 27:1, work 5:4, 7:19, 29:13, 31:2, 34:9, 57:21, 59:1, 65:22 35:2, 36:12, 37:19, workable 33:12 44:7, 44:20, 55:24, working 18:12, 57:7, 67:22 65:21 whether 11:23, 40:1, wrappers 58:15 55:14 WYETH 2:15, 35:22 WHITE 34:5, 34:10, 34:13, 34:13, 44:8, 44:11, 44:11, 45:4, <Y> 45:10, 46:2, 47:7, yards 30:19, 42:10 47:17, 47:22, 47:24, year 6:1, 36:5, 60:7, 49:6, 49:12, 49:22, 60:12, 65:18, 66:10 50:1, 50:11, 50:18, years 27:16, 31:9, 51:7, 51:22, 52:4, 39:20, 41:22, 50:14, 52:13, 52:18, 53:4, 55:14, 55:15, 56:6, Depo Court Reporting Service ( 630 ) 983-0030 ►, .. yoF�roRK�i� U UNITED CITY OF YORKVILLE 800 Game Farm Road ,gip Yorkville,IL 60560 �'ECEN" 630/553-4350 PC # X004 -S 3 APPLICATION & PETITION Please Check One: Preliminary Plan X _Final Plat Development Name: 13r-lato IL 134o Date of Submission: /�'l0 V I..IT - 8 1. Name of Petitioner(s): P4 o N r Address: P ,-r (j iu & e- /0J .2 Phone Number: (doci+t) E13- C-3 a o Fax Number: f 1V 4 7-,f - 6 3 c R 2. a). Street address and physical location of subject property: grilt k 13RY (uy Xtr� b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 4 r 0 A Gt�J L S O-C`'zt- F I=(-03 3. Contact Information: Name, address, phone number and fax number of person to whom inquir=L-C rding this petition may be directed: W., F T L J%RAW,I )- A-e-o d l UA( cry 1"2x 41,94f4 ( ��1�) 1f 3 -�'�/ 5�><-w.. �a°�/�� ��3— 16?6-2 Attorney: Name: 'P p t,Q ELF u Address: 01;2l W. M 0J( J)W ST, C 4 is&I J 60 C0 b Phone Number: 312 - d°Y- 6�j' Fax Number: 31 L-mac d Y- -4-"X o-,) Engineer: Name: 'S M M'f , Address: 1SS cto 4N IT. Yg2kyi 0, = 1 6 a T6 a Phone Number: 3 ' SS 3-9- S6 0 Fax Number: Land Planner: Name: tt4 tw t Address: sytlm s- J 1f 6v V.t 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: 6 /,:; fo C Pe Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) A Li 7-- rfue( 1 ��1 DJ�t�1` Subscribed and sworn to before me this�—day of , 200 _. } OFFICIAL. SEAL JOANNE M. BOWERS NOTARY PUBLIC,STATE OF ILLINOIS o Notary Seal 11,1Y 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 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 uty Clerk,United City of Yorkville, 800 Game Farm Road,Yorkville,�ilinois 60560. Date Si a re of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Applioation Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right comer: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule,indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand comer: 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 corer: 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 Pmliminary/Final Plat Applioation Revised: 5/4/04 It cfr United City of Yorkville Memo k' 800 Game Farm Road ESE im Yorkville, Illinois 60560 Telephone: 630-553-8545 ' .y Fax: 630-553-3436 Date: August 1, 2006 To: Plan Commission From: Travis Miller, Community Development Director Subject: Bristol Bay Units 8,9, 10 Request: Final Plat Staff Comments: The Final Plats for Bristol Bay Units 8, 9 and 10 substantially conform to the approved Preliminary Plans. Refer to the following attached staff reports: • Final Landscape Plan comments prepared by Laura Haake July 18,2006 • Final Plat comments prepared by Rebecca Houseman and Anna Kurtzman July 20, 2006 • Final Engineering Plan comments prepared by EEI July 14, 2006 • Unit 8 Final Plat comments prepared by EEI July 19, 2006 • Unit 9 Final Plat comments prepared by EEI July 19, 2006 • Unit 10 Final Plat comments prepared by EEI July 19, 2006 Recommendation: Approve Final Plat subject to all staff comments. 52 Wheeler Road •Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eelweb.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 1-4) 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 1-4) 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. <;:`J'uhliciyorkville\2004\YO0405 Centex 11omes-Galena Road\does lorry rot15-Lin48FinalPIat.doc 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`:Public\Yorkville',200d\YO0=405 Centex Homes-Galena Etoail'.does'.Iwy%%.rot15-Unit8Finalf'lat.doc 4,' United City of Yorkville Memo 800 Game Farm Road MT w 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 a <LE 'ti 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. 52 Wheeler Road •Sugar Grove,IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eekveb.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, S 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\Yorkville\2004\YO040i Centex Homes-Galena Road\does\h%ywrot I4-Final Fn,01 Pluseldoe 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 inlet/catch 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. 8.13 in the General Notes should be revised to read: (SHEET 2) "Before construction of the road base, all subgrade and granular subbase surfaces should be proof rolled with a minimum of a rubber tired, fully loaded 10 CY dump truck." 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:1Puhlic\Yorkvilie120041YO040�Centex Homes-Galena Roadldocs\1%y%%ro114-Fina1 Eng 01 Phase2.doc Mr. Joe Wywrot 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.All 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\Yorkville\2004\YO0405 Centex Homes-Galena Road\docs%ynrol 14-Final Eng 01 Phase2.doc Mr.Joe Wywrot July 10, 2006 Page 5of15 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\does\K%y%NTo114-Fina1 En-01 Phaseldoc 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 geometrics 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\Yorkvillek2004\YO0405 Cemn.Nomcs-Galena Road\docs\N),ArotI4-Final En.-01 Phaseldoc 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"W.M. Service Lowering Required" in the Conflict Tag callout boxes where it is required. b. The engineer should revise the profile sheets adding the note"15" 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\.)004\YO0405 Centex Homes-Galena Road\docs\lw�%+ro114-Fina1 Eng 01 PhaseIdoc Mr. Joe Wywrot July 10, 2006 Page 8 of 15 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) G:\Public\Yorkville\2004\YO0405 Centex Homes-Galena Road\dots\hxry,.+rot 14-Final Fng 01 Phase2.doc 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 specifies 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. L 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) GAPuhlic\Yorkville\2004\Y00405 Centex Homes-Galena Road\docsUu-NMTot14-Final Eng 01 Phase1doc 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) 1. 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:1Public\Yorkville\2004\YO0405 Centex Homes-Galena Road\does\hNyNvrot14-Final En.-01 PhaseIdoc 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) c. 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:\Puhlic\Yorkville\2004\YO040 Centex Flomes-Galena Road\docsV y"rol14-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) G:\Public\Yorkville\l-004\YO040i Centex Homes-Galena Road\docs\hx), rot 14-Final L-ng O1 Phaseldoc 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\2004\YO0305 Centex Homes-Galena Road\do&,1x y.crot IA-Final En.-01 PhaseIdoe 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 L 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\Yorkvi1le\2004\Y00405 Centex Homes-Galena Road\does\IHy»rot 14-Final Fns,01 Phaseldoc 1 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 EERING ENTERPRISES, INC. 4!5L��� 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 GAPublic\Yorkvi11e\2004\Y0040i Centex Homes-Galena Road\does\I«yuro1 14-Final Tsng OI Phaseldoc July 20, 2006 To: Travis Miller From: Rebecca Houseman and Anna B.Kurtzman,AICP Subject: Plan Review of Final Plat of Subdivision for Bristol Bay P.U.D. Units 8, 9, & 10 After reviewing the Final Plat of Subdivision for Bristol Bay P.U.D. Units 8, 9, & 10 located northeast of Highway 47 and Galena Road in the City of Yorkville for compliance with the Zoning Code, staff has the following concerns: UNIT 8—Park/Greenspace Dedication 1. As a subdivision plat, the building setback line must be indicated. Although the land is dedicated for parkland and greenspace, the building setback line is required by the Subdivisions Ordinance for any possible future park improvements(11-3-4A-6). UNIT 9—Condominiums(Multiple Family Dwelling) 1. The building setbacks are not shown within the condominium lots, and should be shown to determine compliance with the zoning code (10-6F-4B-1). Further, garages are not shown on the plan. On the engineering and landscape plans, the garages are proposed to be located in what the final subdivision plat shows as a blanket easement. Because nothing can be built in an easement, the subdivision plat must include the locations of the garages and note that the garages are an exception to the blanket easement. 2. The number of units is required to determine the number of required parking spaces (10-11- 4A). Further, the size and dimensions of the parking spaces must be shown to verify compliance with the zoning code(10-11-3C). UNIT 10—Townhomes(Multiple Family Dwelling) 1. The front, side(s), and rear yard setbacks must be shown and follow the dimensions set forth in the zoning code (10-6E-4A). Examples of lots that do not meet the setback requirements include lots 1727, 1729, 1711, and 1712 because the front yards are all 20 feet instead of the required 30 feet. Also, the front yard setbacks are not shown on several lots including 1728 and 1731. For the purposes of zoning review, staff did not check every lot. However, the applicant should check all lots to ensure compliance. Upon resubmittal, staff will perform a complete review. 2. Compliance with the parking aspect of the zoning code cannot be determined from the submitted subdivision plan. The code requires two enclosed parking spaces for each unit (10-11-4A). After briefly reviewing the engineering plans, we found that half of the townhomes have one enclosed parking space, and the other half have two enclosed parking spaces. Further, aisle width and parking space width and length cannot be determined from the plan(10-11-3C). A plan showing compliance with the zoning code is needed. LANDSCAPE PLANS 1. Monuments are not outlined in the landscape plan; however, page L3 features what appears to be a monument surrounded by landscaping. If indeed there is a monument on the subject property,the details of the monument should be outlined in the plan. �yo�YORlr�iC! UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 RECENE� PC # 'a 5'-1 APPLICATION & PETITION Please Check One: Preliminary Plan Final Plat Development Name: lgral.A 73AV Date of Submission: 6 U/,r T- 9 1. Name of Petitioner(s): CeK'-t4r 62 owe S Address: WL 0 P/*L( E f,Iiiw Phone Number: firyq) �'?3 - 6'31 Fax Number: 9Y4 ?83 - 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: -7- . '52 A cL-L-J 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition ma6be directed: C,Arr.s ' N0lu-e g,Y� e3 - " ZrI � = `6ql- I�3- (a3a3� Attorney: Name: J>rz cQ a 1v 4lZi 0 Address: &2 bbl 4 cQ 6 orU f% Clare-A S a Q Phone Number: I21 5—d'V- ':�G 61 Fax Number: o f Engineer: Name: S&ilk L�A/ 6 Address: qS`i a kA) &t Phone Number: 633- $ 3 - 4S 6 iD Fax Number: Land Planner: Name: jydw /.,C Address: YA04,e�- AS /6 01)z 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: g A*/& -C Petitioner(s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) NN! L >A rZ C � —Sc �1, �� � �fl �/✓t Subscribed and sworn to before me this ` day of . 200 0(., . 'OPPICIAL SEAL JOANNE M. BOWERS NOTARY PUB�OF Notary Seal MY COMMISS .; THIS APPLICA TIONMUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application,fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County,Illinois Department of Transportation,Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee- $500/Final Plat Fee- $500 a. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10= $2,00 over 10 acres,but not over 40=$5,000 over 40 acres,but not over 100=$10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants -under 2 acres=$1,000 2 to 10 acres= $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs(i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated Step 2: Plan Council: The Planning Council meets the 2nd and 4`b 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,Illinoi-60560. Date 1 e of Petitioner L� y- Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right comer: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3• PLAN DATA REOUIRENIENTS 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-0f--way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;are as 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 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 bem-�ing 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 Prelitninary/Final Plat Application Revised: 5/4/04 52 Wheeler Road •Sugar Grove,IL 60554 TEL: 630/466-9350 FAX:630/466-9380 www.eelwob.com Engineering Enterprises, Ina. 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 s 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. William Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager C;:;PuUlir..Yorkvitle`?(10=I';YOOd(15 Centex Hoines-Galena Ro3d'..does`•.IwvN4otl6-l"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 Cis'Public\Yorki>ille?004iYO0405 Centex Homes-Galena Road-.does'..Iwv%%Totl6-l!nit9FintilPlat.doc ORK[, , N U UNITED CITY OF YORKVILLE 800 Game Farm Road REG�� Yorkville,IL 60560 630/553-4350 PC# 010010- SS APPLICATION & PETITION Please Check One: Preliminary Plan Final Plat Development Name: 13,r�'t b fo- f3� Date of Submission: 6 ! Ci ( 0,� U lviT -1 b 1. Name of Petitioner(s): CE/y fi oc W&S Address: ;�2 O FS- 1n alt f3 I u .Q ���� w S� o /2'3 Phone Number: ) 79d'3 -6 t3 o -Fax Number: /9 Y 3t '2&3 - 6 3 0 3 2. a). Street address and physical location of subject property: b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 19-53 c 5 G 7'�w�'� S r3 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries-regarding this petition may be directed: L4AA,i A I OZ A40 lA J! /-111 Attorney: Name: Address: �?2"�- W M A 3,,PJ G cte� 6 0 6 a Phone Number: 31zI96 V- 6 6 s-" Fax Number: (�3)1) 58 y- ?-:;�0 0 Engineer: Name: J M /- V,4- Address: r3 5 4 7-t h y A- 0�6 a Phone Number: S3,)- -2,T 6 a Fax Number: Land Planner: Name: -S--k"-14 .i tr a Address: J Awg ) Phone Number: Fax Number: Page 1 of 7 United City of Yorkville Pmliminary/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: c �q/ P i loner s) Signature: (All legal property owners signatures or their authorized agents(i.e.Planner, !' Petitioner's Attorney,Engineer)must appear on this application.) r� n Subscribed and sworn to before me this day of , 200 Me . OFFICIAL SEAL JOANNE M. BOWERS ` — Notary Seal NOTARY PUBLIC,STATE OF ILLINOIS I4Y 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 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 mois 60560. Date re ature of Petiti ner �a �_-Ar!`t se-etJ Page 4 of 7 United City of Yorkville Preliminary/Final Plat Applioation 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 stotmwater 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 comer: 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 property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems,indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems,including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage,indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 � e 52 Wheeler Road •Sugar Grove,IL 60554 TEL:630/466-9350 FAX. 630 1466-9380 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 10-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 Rem 4 above. (sheets 1 and 2) Consulting Engineers Specializing in Civil Engineering and Land Surveying Mr.Joe Wywrot July 19,2006 Page 2 of 4 6. Item 8 of the notes block refers to "open space" which should be defined and depicted on this plat. (sheets 1 and 2) 7. Galena Road should also be labeled as "Kendall County Highway No. 9". 8. The County engineer's Certificate should be added to the plat. (sheet 3) 9. The dimension on the west boundary line from the existing right of way to the new Galena Road right-of-way line should be shown. (sheet 2) 10.The subdivisions net area should be shown along with the presently shown gross area. (sheets 1 and 2) 11.The bearing on line 18 of the legal description is different by 10 seconds from the bearing labeled on the graphical portion of the plat. Please reconcile and edit appropriately. (sheets 2 and 3) 12.The call in the legal description on line 22 which states, "to the west line of the northeast quarter"should be labeled on the graphical portion of the plat. (sheet 1 and 2) 13.The abbreviated legal description beneath the title should be edited to include the northwest quarter of Section 9-37-7. (sheets 1-3) 14.Access Easements are not provided for in the United City of Yorkville Easement provisions. Please provide proposed easement language for review and approval by the United City of Yorkville. (sheet 3) 15.Lot 1728 has a boundary dimension missing and needs to be added to plat. The missing data lies on the southerly line of Lot 1728 between curve C-32 and the line of 69.00 feet. (sheet 1) 16.The addition of the southerly property lines of Lot 1728 (69.00 feet) and Lot 1729 (81.90 feet) do not equal the shown overall length of 150.91 feet. Please reconcile this small difference and edit appropriately. (sheet 1) 17.The addition of the northerly property line of Lot 1747 (153.02 feet) and Lot 1748 (115.45 feet) do not equal the shown overall length of 268.46 feet. Please reconcile this small difference and edit appropriately. (sheet 1) 18.The note which begins, "An Access Easement is herby reserved for Lots 1709 through 1751" needs clarification as these lots are not part of this subdivision and a unit number is not given. Additionally this note references Lot 2050 which will need review and editing once the redundancy issue for this lot is addressed (sheet 1 and 2) G:\Public\Yorkville\2004\YO0405 Centex Homes-Galena Road\docsUw),wrotl7-UnitI OFinalPlat.doc 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) G:\Puhlic\Yorkville\2004\YO040�Centex Homes-Galena Road\docs\IH)-A.Tott 7-UnilI OFinalPlal.doc e 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 Mark G. Scheller, P.L.S. Project Manager pc: John Crois, Interim City Administrator Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Lynsey Kawski, Administrative Assistant KJB/PJH, SEC @ 630-553-7646 Mike Costello, CENTEX Homes Joe Marx, CENTEX Homes JTW/JWF, EEI G:\Public\Yorkville\2004\YO0405 Centex Homes-Galena Road\docs\h+ywrot 17-UnitIOPinalPlat.doe FINAL PLAT OF SUBDIVISION SluTH NGnv�RIGG�CC NSSUL �S, INC. N AA0 TtBi][ BRISTOL BAY P.U.D. _ µ UNIT $ BRISTOL BABY P.UD. "'"� ab p .�� UAL PYOY1mA0NML DifDBN PWl ISM-0pDIC6 fID1,P.rl[E 07QA]-'fP Plia.e]ASE PLPi FlfE srAwARD A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, DOC. NO. 05-39537.._. �WTe-o, R 611t AND PART OF IHE NE 114 OF SECTION 9-37-7, IN THE UNITED C17Y OF YORKVILLE, BRISTOL TWP., KENDALL CO., ILLINOIS S/7F LOC�ITLGW Mdp —— - ——� 1— — — DRIVE JO �,b w ARIEA BRISTOL BAY - _ _-__ -—1 "•7 A• Me7 70 ni2a RoD6��At 823.88'N89°05'15"E — f r per. is I `�° LOT 1708 I SET CONCAE7'E MONUNEM . .t3 os iN 7�Les1 _ y well FM AT CORNER LOT 1028 err Pr»I ANr°F ✓...,.1..° .::::�+^� ° fNa /yylafaa+ Allow L �, uss7-oe p ,- Dd223� Abne.G LOT 1029 S6CP ° ITe� ! 'IO •RMJ C yd .N 77. IN 04 m T7x LOT 1030 I P Ar4 xyo" wr c aN, F3E. O ..... AOr m SCALE LOT 1031 I - PLAT PREPARED FOR: CENTEX HON1199 BRISTOL BAY P.U.D. 2208 POINT BOULEVARD,SUITE 200, UNt 5 -- — — `" ELGIN,ILLmols 60123 E DOC. NO. `05-39536 LOT 1032 m PROJECT CONTACT: I � " PHON R E (847)783-6300 -- -- Z I FAX: (847)783-6303 LOT 1033 C- -- ` r I LOT 1034 TOTAL CROSS ACRES-65.40 De A 9ANAET UWFY AND a%#VAC EA.5EWCVr EAIS)S aAR ALL W LOT ]ps0 PER 0P0'.MENr a As AE-ww_ .w'vaRriuE-ersm - �W B iwrurr aaeaer LOT 1096 I Pun EAS"l Lag= PER DEw a A CEN7E1PLPJE - - - ,I LOT 2090 BOUNDARY L.NF Le°g67d Sr. l � r .11 MAY LNE LOT 1036 I .. LOT Lm BUR.ONG 000 SETBACK LM _ I ------- EASEMENT LINE - - - - L:AO TNG PROF"rr LAME LOT 1037 0011 C RIpiT Cl MAY LM 1.ANNOTA770M ABBRENATIONS- LOT 1036 &SL.=BUMDNC SETBACK UNE 1 ry GRAPHIC SCALE POB-PONr ar BE omw 7t POC=POWT GF CONMEACEMENT ? R. P.U. s PUBLIC UDUrf AND DRAINAGE EASEMENT S VA STORM WATER AIINAGEMENT T.A.E.=TE3~ARY ACCESS EASEMENT L.E LANDSCAPE EASEMENT I I t iwvb-OD R NQA.-HOMEONNFR'S ASSCOATION I ° 2. THIS PROPERTY IS WITHIN THE CORPMA TE 0075 OF THE U]NIED OTY OF'MX XLE. S SI STEEL RODS SET O ALL EXTERIOR CORNERS UNLESS OTHERNSE NOTED. D%B' I I Trr FNAL PLAT OF .rj /�I( STET2 RODS NLLL BE SET AT ALL WTERWR CORNERS WITHIN/T MON7H5 OP RECORDA nOI. 4.D907ASMS ALONG CURVES ABE ARC OSTANCES UNLESS OMFRMLg N07M I I BRISTOL BAY P.U.D. S NO ORIEN90NS SHALL BE ASSUMED BY SC404 I I uw 8 &ALL AREAS SHOLW NEREOV ARE MOPE CR LE55 TO THE wwur SOVARE FOOT. I I Y 7 EMSTWC 20NN0 IS R-2 P.B.D.(UlWTED OrY OF 1ElRKW.W &OPEN SPACE TO BE ONFED AND MAINTANED BY HOACOIMIERS ASSOLYA7?4l. $ i I REWpL1 DMN EM NT. DATE PRO,ECT NO. L JUS CQ -08 -4 Ix BE E COV ARE BASSO ON LOCAL COLRO EASEMENT RENT T. E DSN 81: INK. F10PoZ SCALE SWEET N11 1D SEE COVENANTS AAM7 RES7RIC710N5 FAR EASEMENT PRON9OY5 NOT ST/DNN N?AECYL SEE SHEET NO. 2 FOR CONTINUATION a O11 BY:.TNT: 1f7iT SCAM£: 1 OF$ }1.PUBLIC UTILITY AND DRAINAGE EASEMENT IS HEREBY GRANTED Ob£R ALL OF LOT IQt'0 A N A 1'-601 S a N/A `r CLD 64561 641 V+tits 2, 9, to o, .:�». ,>•._*_'t. .�....��n.:_ .a, .�::e r,. •.� 3'.^e,.:.'. .�` _.:'"'? �. '`n's -" .>:�§�. .,. ..��:;:. _ Nom;.;.-.: ;w....t•e..,:, .rws� .::.,L��., .s.--etT�,. .pus=: . :,:*s� :, .-... __. .,..., _. ,. r .. <. .- _....____.._._._._-._ _-_. _ SMITH ENGINEERING CONSULTANTS, INC. tt FINAL PLAT OF SUBDIVISION CITMV8TBDCMIUL sRDTKSm Mm SIMIM O BRISTOL BAY P.U.D. m p �.R UNIT 8 DE MN DID700 l�IDNN.O/1mDR lDe1/L!4-WOINI 1 axw.fAE DlO.lP1"P PMS 2Mq ? PLar rze rrNrarAo A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, °"Q2 AND PART OF THE NE 114 OF SECTION 9-37-7. IN THE UNITED CITY OF YORKVILLE, BRISTOL TVPP., KENDALL CO., ILLINOIS SIZE LO AZZA A}LIP SEE SHEET NO. 1 FOR CONTINUATION PRC7 FCT I m � AREA r N ,AA2e Rob rAA ` Al. i.e ae us/ �r LITu,_T fG g 4. 7N �Fa l iR •rSC//, � pt BRISTOL BAY P.U.D. UNIT 7 �' 1 I rn ��" r,•:/B..rA ,h....x.f .4..: ura,T-oe j' DOC. NO. 05-39538 G Z1eeAfo,I , �1L I :. .NUe -os RC T7Tw Sc AAJYmro-I 1 I O LL93e :.' � �. ...� WT M SALE �• '-� , •,\ - '' " A PLAT PREPARED FOR: CBNTEX HOMO■ 22.05 POINT BOULEVARD,SUITE 200. CENTERLINE CLei1N,ILLINOIS 60123 PROJECT CONTACT: a BOUNDARY LINE 3 MR. JOE MARX -- RIGHT W WAY LINE PmoNE: (847)783-6300 LOT LINE ° w yr ~'N Fw7c: (647)763-6303 DUd.EW O S'ETBAOf LAC ——— —— EAS£11A4T LINE ` .d _ £XISDNO PROPERTY LINE f v1 ` - �vi.f'L-- 'i` 't J u .7MC R1ONT OF WAY LINE t.AMVO IA7/ON A8B/IENATKINS- hum TOTiV.GROSS ACRES=8540•c. of Pee -amr QIO IFO AIX ANNE , , ,' LOT P[6=PANT OF A'DNn9NC E 2easT.1 st PDC'k PONT OF COM-EIVEYENT p 1 , .. A MAWEr UTYITY AM)DRAMAGE EASEMENT MIS OW.R ALL OF LOT P,U X D.f.=PUBLIC UNJTY AND ORAOWCf EASEMENT .?` 2aD0 PER Doctwo"T IAx AS ffoam'm SWK-SIORM MITER NANAGEitEMi N r L£E=LANDSCAPE EASONYTEASEIfENT . HOA.-HOMEONNERS A.SSOCIATTW/ 2 7?e PROPERTY IS WITHIN THE CORPORATE LORTS AST THE UV7ED CITY O'RYBIkLLE J S/Y SIEEl.RHOS SET O ALL EXTERIOR CORNERS UNLESS OTHERWISE Ntl7EA �(8 STEEL RODS WILL BE SET AT ALL NIERIOR CORNERS iNMN 12 MONTHS t 1 MCI. 1 4. MNSOYS ALONG CURIES ARE ARC DISTANCES UNLESS OTHERWISE NOTED. OA 5 NO O7/ENSTONS SHALL BE ASSUMED BY SCAUNO O Z A ALL AREAS SHORN HEREON ARE MORE OR LESS TO DIE NEAREST SQUARE FM 7.EXSTMO ZONING IS R-Z RU.A(URRTED CITY OT VDRKVLLE) I l�f ZV y B OPEN SPACE TO BE OWWO AND MAINTAINED BY HONEOWIERS ASSOL7A IRN.. V 1 1 30'1T WJE-9RLSRt,. s�ry &BEARNK.S ARE BASED ON LOCAL COORDINATE S)S7ElA SWTARr DISTRICT UIR/TY EAS➢fENT rA SEE COWMANIS AND RESTRIICTMNS FOR EASEMENT PRONSONS NOT SIOWV ON. , II PER DOC NO 1I.PUBLIC UTRIrY AND DRAINAGE EASEMENT IS HEREBY ORANIED OVER AIL CF L 2A8O l lu ra T2 1 A , GRAPHIC SCALE; I FUTURE e� ` PwweWI&iq.. j RISTOL BAY P.U.D. f P.IeoK �sa„' = I (OI TAT UNIT 13 sou TN w+E or sEL 4-37-7 y L 4 J 6 0 4 s ___ - v FNAL RAT Cr- Sl BUIVISION Fjj, BRISTOL BAY P.UD. ---- y a 13 .IrP� / NOR01 LINE OF SEr-0-31-1� UNrr 8 b R YORKVL LE. L1L111406 O rf� I P.O.d LINTS t� I POUND IRON PIPE gEYBpAg DMM B h IMT. OI7E PNOFCT No- PER Do(l W.ea-Ite I 2 f t Do eY: NT: VONR SCALE: CESHEET0T NIX 4 SEE SHEET NO. 3 FOR CONTINUATION 1 NIA a CHK".. Nn WIT se": 2 OF 5 s CLD A 4;a FINAL PLAT OF SUBDIVISION SMITH ENGINEERING CONSULTANTS, INC. BRISTOL BAY P.U.D. <t D Ati >�,+I min UNIT 8 C.TIW.Fu 0L10T06FF Ft—Ld" PLOT FYf srANDARD ,:.! A SUBD1UISlON OF PART OF THE 5 112 OF SEC 4-37-7, AND PART OF THE NE 114 OF SEC770N 9-37-7, IN THE UNITED CITY OF YORKOLLE, BRISTOL TWP., KENDALL CO., ILLINOIS LOCAATI � StTE o - - r�zoccr FUTURE SEE SHEET NO. 2 FOR CONTINUATION 3D AREA BRISTOL BAY P.U.D. t m �� UNIT IJ , 1 SOUTH LINE Or SEC 4-J7-7 'h R` rri23 lob rrR F� CAF (/r 4 J'� 1 I'in V 9 ` F y °13'3g.w f ' NORTH LIN£OF SEC 9-37-7 R.`. 4 I P.O.B.l.MNTB _ II }��y FODNOPMCN®PIPE 1 fti-o H✓mar . X:' POUND IRON PWE p PER OOC.MO.lLfs6 I- pe. F 119AJG2.7 PER oOC.NO-83-316 (I I I 4� , Aft— lo ae.a> ' g� .TSy n ,Trlux L=140.44'R=88.00 CH=115.40 C8=N28'02'38"E O Nor ro scALE N I u PLAT PREPARED FOR: 3 I CENTEX HOMES ' 2203 POINT BOULEVARD,SUITE 200, s ELGIN,ILLINOIS 60123 v I PROJECT CONTACT: S T0.p0. 2 J MR.JOE MARX PHONE:(847)783-6300 PAX: (847)783-6303 �FOUNO CONCRETE MOINRAEM \ S I / AT COWER I !r LOT 2060 ' 1,BPdB7dST / - TOTAL GPM ACRES=63:10 x N I 1 A d..UMET MW?r.W'J pPANAW EASEUMT EbTiS ONPR ALL p'uIr 4 2030 FER OOOAEIYT NO AS fl£EOflgED - D ( r wsrARr osiscT -i l'� Ultllr EAiZ1QrT fER 0d.IA2 I I I Y T.ANNOTATION A99RENARONS- SEE SHEET NO.4 FOR CONTINUATION BSL.—euxoimG SETB,ICK L4wr GRAPHIC SCAI,R POD-POINT OF WOWPANG POC-POINT OF COMMENC£MRNT P.U.A QE-PUBLIC UWrY AND DRAINAGE EASEMENT STKM SMW NN TER MANA(ZAIEFET T.AE= TEMPORARY ACCESS EASEMENT (m PnT) L.C.a LANDSCAPE EASEMENT r N°N-W It HOA-HOMEONWRS ASSOaAWN CENIEW-WE 2 PAS PROPERTY IS MINM THE CDiPOP47E LRBTS LTF TT#UM7ED aTY OF YDNCNLLE. BDINDARY L/AE 1 S51 STEEL RODS SET•ALL U7ERRW COFWERS UNLESS OTHER INSE R07ED. SIB' F NAL PLAT OF SLEDIMUN STEEL RODS NRL BE SET AT ALL INTERIOR CORNERS WHM 12 MONTHS NECOPMRDO APD+r CF NNY LINE S.DMENSKIS ALONG CURS ARE ARC DISTANCES UNLESS OTHERMSE NOT£Q BRISTOL BAY PJJA. LOT LINE 3.NO DIMENSIONS 9LALL BE ASAALED BY SCALING UKT 8 BteLLa+G SETLt1aC LINE 6.ALL AREAS SHOW AR)W N ARE MaW OR LESS TO THE NEAREST SDAMRE FOOL YCQKVLLF^ L13406 7.E"STTNG ZONING IS R-2 P.LAO(UMMO aTY OF YORKVILLE) --——_.- -.- EASEMENT LANE S OPEN SPACE TO BE ONNED AND MANTAMED BY HOMEOMffRS ASfIX7ATTGWI IE1ti1011E qy; DAZE; pgO,ECT NQ r. ..GS 06 CM-O6aW 4 -- EA7517NG PROPERTY LLVE 1 ME COS ARE BASED A'LOCAL COORDINATE SYSTEM. 1 _ D91 8n MT. NOMZ SCALE: %W Na i0.SEE COIENAN)S AND RES7RIC77ONS fDR EASEMENT'PRObf9LWS NOT SIi0M9 HEREON. A N A T"aB0' FX15NA0 MDfT OF WAY lYlf 7i.PUBlA:UTILITY AND DRAINAGE EASEMENT LS HEREBY GRANTED Os£R ALL d:G07 2L15Q • ON(8n TNT: INERT SCALE 3 OF 5 S aD N A TI FINAL PLAT OF SUBDIVISION MISMITH E N c"ma G C�ONAM su"NTSm tNC. BRISTOL BAY P.U.D.UNIT 8 , calf.rat ArgwsP rn...xdy nor racsrAxOASO A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, xnr wr o-w AND PART OF THE NE 114 OF SECTION 9-37-7, _ IN THE UNITED CITY OF YORKNLLF, BRISTOL TKP., KENDALL CO., ILLINOIS SITE LOCA770N MAP PRO.,ECr 47 e.• firer �°; S; SEE SHEET NO. 3 FOR CONTINUA11ON „f2g Rob tA. / �T � a r•� d/Ar r Ii4} At. ,u oe III € 4 n"Q♦ei/ �V : mw'i l 1 ag BAV.e ,n..,lrf.-f ibi: rna .i a L �' sLraTroz • r!r 2s .fGr �c D Aucrd 7F y�: Jr4" ATI.eC KOOK 9 rtl.gr m / JO'rORKNLLE-BR/SRR SANITARY MSTMCT PER T3)SE G TNN O k FO RrWrt SI R K` "t Mt A TI / T4 rags Norm 9cAef LOT g2 W PLAT PREPARED FOR: / / $ °•:. 2205 POINT ILLINOIS S BOULEVARD, E 200, 60123 ELGIN, PROJECT CONTACT: M .JOE MARX PRONE R(847)783-6300 i FAX: (847)783-6303 / TOTAL GROSS ACRES-6s40�< 20'NfrEBY TED �--� NORTH UNE O'GALENA ROAD r u ANO DRAMAL£rlvovT o 9TER ALL cot PER DOCUMENT AY.! 145793 {+. C *1138 1 1 B 4 o,PER 15tAt 10.2 OF !11 A..+1 A 1.ANNOTAR0.N ABBl3'WAIIONS- `- "L=BUILDING SETBACK LAVE \ GRAPHIC SCALE POB= BUILDING OF Beaxe9NG �" POC=POINT OF COA4&NCYMENT �` �� ^`\ \ P.U.d OE.-R/BUC UTILITY AND ORAWALE EASEMENT `� \ a svAAE=sTaw WI7ER MANAGE7IENT T.A.E. 7EX-09ARY ACCESS EASEMENT LE Z LAWSWE EASEMENT Wh-Ib R 12. THIS PROPERTY AS 0—THE CORPORATE LAIBTS OF THE UW-CITY OF E - CENTERLAVE S S S/EEL ROOS SET O ALL EXIERIpt CORNRM UNLEMW ODiERWSE NOTED. ao"WaARr LINE `\ \ FINAL PLAT OP SLBDNISION 51E12 RODS W.L BE SET AT ALL AVTEATOR CORNERS WTMWWV 11 MONTHS CF RE A7"A j A OWENSPONS ALONG CURVES ARE ARC DISTANCES UNLESS OHIfRWSE NOIM -- RIGHT a'WAY LINE I` - BRISTOL BAY P.UD. S NO OMENSCVS SHALL BE ASSEWD BY SCALING ; LOT LINE UNIT 8 YORKVLLE LLINOIS a ALL AREAS srowN rrFAECr ARE MORE OR LESS 7D 77E NEAREST SQUARE FDO" ------_--- -- 7.EVSTwG ZOW40 IS R-1 P.U.O.(UNITED CTY OF YOWMLE) SETBACK LW SL OREN SPACE 70 BE 0N11,111 AND MARITARSO BY 1IM"KNERS ASSOCIA TIN —————— EASEMENT LAVE 9.BEARINGS RE BASEO ON LOCAL CORPORATE SY57FU. - _ _ _ I OIq DNN BY! wP. DA7E: PRQECT NO. E1957WG PRCWE7RTY LBlE L 0A 9 (ETX-V*0,-1 la SEE COKNANIs AND REs?wcT7oN5 FOR EA.SEMfNT PRoogamS NOT show H ON. z D� KF SCALE+(71 5)�E'T�' EVSDNG R04T OF WAY LINE s N A i•=BLr Ti.PV/BUC U71UTY AND ORAWAGE EASE7MEN7 R 7R7�BY CtAN7ID ONR ALL OF!DT 2050. %W SCALE: 4 OF 5 S CD MIA ..�. . ....�..,.,_ ..... ..r..-.-..- ss•• � xv:...v .v^^^�.+'mrv�,y - ..., _..-...,re ,m-:.._- .�i4a.... :'saa ..r...s. - nss....e,®,e,�..e..�,���.�..s�. _..__-. _...-.. 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FINAL PLAT OF SUBDIVISION CWKVWWCIU=IN==AND SLOMMMI BRISTOL BAY P.U.D. 1"m PplarxWom"allsm Yl=7T;;wlw UNIT 9 A SU&DiWS/ON OF PART OF THE S 112 OF SEC 4-37-7, AND PART OF THE NE 114 OF SECTION 9-37-7, IN THE UNITED QTY OF YORKWW, BRISTOL TWP., KENDALL CO., ILLINOIS STE LOCH DON MAP FM 0 3W Arl.11 1=771 mc 11—1 I. F a D'ov a Cl= 4 4 m aw 4 4 LOT I&% LOT 16M BRISTOL BAY P.UD. ,UNIT I_ DOC. NO. 06-3�532 A. 233,6T SN'4TWE Z'ZW7- FOUND CONCRETE MONUMENT LOT 1704 AFOCK�ER H ;4 LOT 1335 BRISTOL BAY P.U.D. S4.70`� ", ?•� S8e-4T59-E -"�'< f UNIT 7 Was Lg 201. 4T59E 39538 t -10 Y113 10 '4=t J YTL LOT 2027 ig LOT u CA L n WT TV SC� FUTURE BRISTOL SAY P.U.D. PLAT PREPARED FOR: CENTEX M0E UNIT 11 tat.2046 OW E• IF. 2205 POINT BOULEVARD,SUITS 200, 0' ELGIN, ILLINOIS 60123 QD PROJECT CONTACT: LOTL 2't 040 IF. 7 MR.JOE MARX PHONE: (647)783-6300 FAX: (847)783-6303 LOT Ml jm- E M O1571W NAWF VIAM AW OPAIVAQ EA9.!iF1Vr 0"ALL OF OnTM MY R.aa WT 9 PER OMMA7 Na�AS iP.U.D. Rmmm a wKvr M 70 w7w SW 9lSIOL MY P.".WT. T AL 5.OW N00.2 A. 5 05' N85'25'40"W X- LOT=43 LOT 2042 'x7w.S- j IZ740 SP. pm pm am No."s N21'5-r071W T- "I LW OF SM Ni .4� p.19D.7r1M ---743-4--W N TI%W NE OF SM F�7 4 ManM 7 - [IT-TT fl TE I FOUND FUTURE PER I"s P.Or-wrB BRISTOL BAY R.U.D. 1.~TAWN AAWWAWNS- "AWLlgsw I UNIT 10 B.S.L.-BUlLaW SETBACK LNE GRAPHIC SCALE POS s POINT OF SEUMNO PLA91JC UTILITY POC PONT or comwENcapVT I ORAWAGE FASEAdENT AREA PALO.E. Ai&k^UTILITY AND OVAINAGE EASEXWr S.W.N. 5717RU"MR mAmAaEmENr rAX -TEMPORARY ACCESS EASSIIENT I hh-so m LE. LAA05CAPE fAS&WEWr H a z-NOWMINE"AS40C01M 2 7MS PROPERTY 6 W7NN W Ca*WAIE LAMS OF IME UV7W arY OF CENZERim A PUSLC UTILITY AND ORAWACIF&W-NENT AV ACCORDANCE WTH U,W THE EAMENT PROWSOWS STATED RERFa4 IS HEREBY GRANTEO _%5/r-STEEL RODS SEr•ALL EXTERIOR CQW4M UNLESS OTHERWSr N07EZX OWNUARY OWER ALL AREAS OF L07S 2W.2a28 AND 2040-2003 STEEL RODS PILL BE SET AT ALL INTERIOR COW0EAS W7W 12 WNTHS OF TOY. RIGHT OF NAY UAIC a=r IM TBEREFRObf THAT PAR r OF SAID LO rS ON*00f A "4AL PLAT CF S-8DMSK�N 4 aWENSONS ALONG CURIES ARE ARC OgrAAAXS UNLESS OWERWSE NOTED PRAWAL ft-SOINUL BOWING Is TO BE CoNsmucyo) aZST(X BAY PIJD LOT LINE LW 9 A NO 9410MONS"U.BE ASSWhW BY SCAaX 6.ALL AREAS SHOW hERECN ARE NOW IV LESS 70 THE NEAREST SQUARE FOO autowc SE79ACK LM YORKVLLF- LLr4aS 7 DOSING FOR CONDOWWW5 IS R—f AUC.(LIMED OTY a- EASWENT UW LAW USE ACREAGE .0111N SPACE 10 BE AM MAWTAIAW BY HOWOONERS ASWWA TM LOTS T.m— W. Nil DALE cxsrlrx PROPEPTY Law RE ILD 7ax GS —1 06/17R.W CIEW-000-305-OT 2048 1 Z97 rum INT,I NO. D.BEAWKS ARE BA=ON LOCAL COOMMATr SYSIEW. -MaN.&A MdE ACWE$' I I0.SEE COVENAN75 AND RES1RIC770N5 FOR EASEMENT PROWSONS NOT SHOAN EXISTING RIGHT OF WAY LINE cm Br. 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UNIT 10 ,�. .� .I " DLL7I00 PIIOP®®SN1L DB®&1£RI[>♦1M-000188 FOUNO 814'RON RPE G[LP..1LE�3JQYP Phm•ze•9 0.31'E S OAB S OF COFNFR ROT F](E J7ANIARO A SUBDIVISION OF PART OF THE S 112 OF SEC 4-37-7, N R Er UNr!a-m AND PART OF THE NE 114 OF SECTION 9-J7-7, _ IN THE UNITED CITY OF YORKNLLE, BRISTOL TRP., KENDALL CO., ILLINOIS 4 4 * 14 -97E LOCATION R MAP � s' P,FU..EGT � a9 AREA a•47 r�rNnE"' ein Aeb/h9e/ /)/.28 Reb rl A. 4 1 BRISTOL BAY P.U.D. _L. R 1r.•.T ,s'e,or gj �5 , &- !:Mir FUTURE ' UNIT 9 .EA,> d>S F. " '. 5.F ,BE8,.1C36F I BRISTOL BAY P.U.D. � DOG. NO. ------- _ 1 t.@98.F 1SA 10338E era a i+ 1 ,MSF tOtl tA29 S.F. I UNIT II 1 1.M SF F 1881 1,03'19.F. UI V tt.tt'N00'pp'18'W PO.B,(INFT TB 1 11x99SF ,8821,4�SF yIy 1 1 S.F Mmi SF I FOUND NION PDE •• 402 I# /4.•wf$* A,M+nir'.. ,TAI,.A.F 1 m3 F. y,,, 1 1,7 S.F. ,8851, SF. I FERDOQN0.8b718 MOIT2111t L. QfL� • �•NP.PJ �.�'>• C' "'63,, 3SF 1866 1,4N 6E I 4!J' Mew 27 ACror4 T- A --- N°ITYMY LOpy 16W' )1 FOUND CONCRETE MONUMENT rT3pT LOT 17'� tO m. 14 ,1 178.1 S.F 1867+308SF. Ak1K l[J6N • 2s F] S°• 1 1 SF ,,. &F. AT CO M 224.40 LOT t72p Se•9 aF. eY.Yti •yt 1,7A9q 1 1 S.F. +emlw3aF. I 3.e•1 SF. / %CP Y7•°F 187 masF. w10i4-2ISF 88°4T E h 434.0 TSW4T59°E 17881.029F 1871 1093 S.. ,N SJMiN L9'E OF YG h!1-T - � =--' ' - �Y '- ' y0.. /OMJ 0.e'•La/' .35FS F.M 1 SF ta]313p•s.F 1!h 5 „/ , M19.a5 N68'080L'E -+ s t 1� 7 •/ A NY' ruat ------T E';109l9F 18741.039.E -- 1 I 9 F. 1015 1. B 9�. lgpM tAK NY SCC s-JT-xJ _ 7 1_ • t . 1 X13 SF 181, 1,C50 S.F. Q. K `� N h t898 tB47 Y g, 1848 ,� '4 ,re N�>• A ,n41,MS.F. _ 1.7;1-s.F (',H=17.040 - °D1'42.� :qq -"_ 1842 i te4'` +' � .•seu on �• c f. ,'711,4JB S.F. 1978 LOlI S.F. ' II Z 18367 g 2 1 a o� Jb aS Vw O . '1,,,,www��• 843 1844 ... 1TTJ I,3I8 F. i9W 1, fi.F. I WYV-N (.�E �7 '- p , 1 S.E 18811 S.F. FOUND IRON PIPS L=41.17'=3Q.00� -.\ N zn �' �� • .R. N ND m m.,E 1]]91,o70S F. , F. PER OOO NO.63J78 ` .. \ ._.._. +11D,as s.F. iBB3 t�0ASF. I GH=38.01 CB=�T '�Di'W tt�' Z3�sP 1f ztsC rs.w z _ I7s,,, sF. ,80117335.=. L=18.37 R=188.00 -�T N@BNYJ9'W saevT99r "_----- u y 1. 1929sF +am,la9s= --- - .z9B9 9 L TT'�°•''�� 42N _CURVET BLE: PLAT PREPARED FOR. 1 13c6sF. Zil.s.'9&F- M CH=18.38 CB=N28°1745aE - C3 iN i3 LOT t7421s,9siseF. I CURVE LENGTH RADIUS A--- HORO SEA CQNTCX FiOMCH 1-641)039F. t08]LNiB&F *' i � 'r' Ic tx is L=r01. c, 3938 3pm 4• 2205 POINT BOYLCVARDJ SYITi 200• t I ril s F. , i 7msF. LOT 1727 p,' -I0 c2 39136 Sam 3&10 sm•oe Iry -- `_'+ o QJ 8 }, ca 1mB9 u3w I a M"-0rE_ ELGIN,ILLINOIS 80123 1 1 029 s F. 1868 tmB al" - CH=B.�CB 38'30' 7E ,Ts11, 9.F. 1-1428 SF. 0717 ZF 1 g a m G 9303 137.08 9:PS. 4104•E 15.47$6$18'35• ��� - �. u]. 1—. u3. 4-rr,p•E"_-- PROJECT CONTACT: ,rep 1.3035 F. 11131.msE ! ` C7 Bw +e.. Jp me•s9•u•E MR.JOi MARX 1 ,7901, S.F. I8631,p}3SF ' Spp v02•cr15•v ,IB1itl3SF ,BIN 1,0931 '" ° L-3 . - _z••Na079•srt IAawR 1149• m w Ip9 - eec a PNDNQ: (847)783-8300 1PJ21.aV aF. t9ps v3pssc. _ CH=39.83 CB=N18°13'48'1 a"s�n zaela'sr'aan c9 Less , :.aA3 - 27 -iss t I ' c,• Baas uzm @1E FAX: (047)783-8303 1 ,0.'saF, =11.70 SF. 1JSI�a]0'S1'w11 tt 305001071 TYTi' f; F.. ren,. sF 15.22'N79°75'53W tar Cu 3vo Ism i ssl•u29•v__ TOTAL GROSS ACRES x iF.S3 0e. '^^ m 2LB. m N2&'SY49'V 'Y Cl2 15 ]47 - a 727 ASmu•t6•E A PUBLIC U78J EApUGE FAROVISIT,IN CH=7.0008=N:�I4°511 ' �b ^� ru ` -9 �, 11981428 S.F. 1901 ms, � _ 7 ° '� ms.F L=29.35 Rr=1 � - 66 sa4 ACCORDANCE THE EASE,SffNT PRONFCINS °: -+'gs � � r ^ '" z T. C22'E__ STATED HEREOF(IS HEREBY GRANTED 01ER ALL FUTURE CW29.32 CB=NQ�Q4' 6 _ ° �S' asp --- I ` _ J - Bzm +e-r L J r (ExE£PIM Z _ AREAS a TS 73P-957INausTeE tact 3069E 1,101.'1,4Jp9F "_ L .�{�=30UV $ r4dee s9w 9a Jb9• ?9;�;+ 7tIFREFROY 7HAT PART OF SAID L07S ON W1MA1 A r'� 2T. 18021 &F. , ,. S.F BRISTOL BAY P.U.V. Z LOT 1747 4"'SF OT 7 4021 N. c[20 42L, t!11 350•V PR6VCIPAL RL370ENTIAL BUN ONG IS TO BE SF, v aF. CH 42.27 CB N45°23'45'F Taa L. CO -sa N 5¢6.4- coNS7PIC EDf iW4 S.F. 19011. S.F.., UNIT 12 SAWA NIONICA' 2I�$'1F" ,� LOT 2080 N00'10'Sll I� 0 022:' 1 ` 4 w • 111,397 SF L�A.S -em,3m5r -1 tu9sF STpeeT NQQ 1Q'@LE-- aop : 4�e•!sc fors rTos n gwNiisJ FOR r9�cu Airo 160.1793&F. 1.933 SF J 11aLi 1 �- !J�•� 1907 1 S.F 1910 1.420 9 F. 1 S' LOT 17tBT•9AS SF. LOT t t 11,410 S.f. - DI 00 'ttw„ n 11 asv PEDESTRIAN AVGRE55 AAfO EN,Ylf55 UPON ANY AMC •808.1 4795 F 191,1."SF .. f�y9°4 _1 W _ A 0 1. 7 SBB•09'4Z'W ALL PA WD SURFACES OF LOT 705Q t!0•,,308SF ,912t1m SF, f 1 ! 21 41A4 aa60 4 8J� 27v iR01.7meF 191 1m95F' 1 OI I�11 n Va� $ 7 ^tl n $ Q• �I sOt Slfi•1910 J AN EXISTING BLANRET UTILITY AND DRAINAGE ,8111 S.F 131 I.=5F , I II D'•ay � °e� r r I° C Cap 9�U :0&L1 6'9'1l''V T OVER ALL OF BRISTOL BAY PUQ UNIT 1872 1 429 9.E 8 1,01E$.F I I O '7I� F' IN 1. s.F --i9i0+A18s F. t .. �. �-;__. -}'--' _ _. 8 NB•Y r L cat 2x38 �I n nm N WW 10 PER DOCUMIS HEREBY VACATED NBWV RECORDED 18141 SF 101]1 SF. �- '_ K NM,M ZZZ 1811 SF +4161rmaF 14`099' - 11.1' Q3 0 '12711.1 BRISTOL BAY P.U.Q UNIT 70. 6.L 034 16780 t S38't3'WE 181-1 9F 18191033 S.F N>C•t)'12'Y _ 181?1 14N5_F 289.4.FJ' { 181 1. F. ,92110.138.E s: 2111'9°5�'1.�11M p� W C sm 181 7333aF. 121429&F N0091'4r'w -2996 1300 ELIf •4M 1 1,. SF. 1P231309&F 18211,�08.F. 141411IXi C" 886 �R AB 3 4220 1 1.]93 SF 19Fi'.,0939.E Ol 1 1.Qi3 Syr 1JtD&F. ° 1 I'Q9sF -_-1 1.0378E { -• G• 4iL --_ Me= S8fi'32 7 1 1 1 tl9 SF. ..+•IEj j Gx IB.mR T 1 MS F 1931 1 m39F. p1K,�,- ; - G z+3B0_� •4 ta'91,DD S.F 1 1410 1.RA 8.F-_---_ +318 F. C4 T 1 tl 1 &F , ,J93SI V- 1 , 1 ,,033S.F. - f 1 5i 1 1,4229.F. 1 tILBBF III tUDSF. e §y4 1.ANNOTATION ASBRENARKNS- 1 B.F i t 4209 F ----- 1,MSF. B.S L..LTIIRDINO SETBACK BRIE 1837 1. 8F 1 1]913 F Pte.PONT OF 00111W NC GRAPHIC SCALE lamb, s.F. 10111. BF. ROC.POIN:QF UCUTILITY AN 1 1310 5.F. 1 t42psF _ P.0 dF O.E PUB!!C UTILITY AND OR,VMACf EASEMENT r ° � • �• zN I 1 7W S F 1 ,.7®S F S WIA.S/OtM RATER MANAGEMENT T.A.E..7EXOWARY ACCESS EASEMENT '---- +FA++11 s.. 1 1 M&F. L.C. UNOSL"APE EASEMENT (O Pser ISO 1429 F. 1 1,QA SF. 10411.]069,R t F. N.QA.~040"ASSOOATIM 1 I-k-40 L 1R4,MSF- 1 1.3088P. ' i 7. THIS PR'Q1+£RTY IS NDAV 774E CORPORA If LA NFS OF THE LINHED CITY OF YIpMMLLE 16951.=S.F._ t ;,TmaF CLWIMIW 1"14194M 1 93761" - 1 5/B'SIM RODS SET O ALL EXTERIOR CORNERS UNLESS OMHERNS E NOTEQ 5/B- 1 1.1339 F. 1 7 1300sr. SO WARY LINE 57EEL RODS mu L£SEr AT ALL IN TERIOR CORNERS WINN 12 MOWS OF RECORDAWN. FNAL PLAT OF SLBDMSION + 4,DIMENSIONS ALONG CURIES ARE ARC INSTANCES UNLESS OT ERMRSE NOW. iw i mac- i +.m3sf. :T -- RIGHT OF WAY LINE BIR670L SAY P.UD.1. S NO OMEM9OY5 SMALL BE A.SAMIED BY SiCA19V0. Y (1�/ ••r vLLI4�IS im I. sI&.F. 19°. ,429 SF LN K) ,7maF. ----- LOT LIVE G ALL AREAS SHOMN NEWOV ARE MORE OR LESS 70 THE NEAREST SOMME FOOT. 1.939&F..--- i I SF f9371?M1SF ______._. _-_._.... BUILDING SLFrBAOf LRR: 7.DOTING EOVOVG LS R-3 P.UO."To CITY OF vnww4E) --- EASEMENT LAKE d OPEN SPACE TO BE ONVED AND MAINTAINED BY HOdEONNERS ASSOCIATION. 71EVOlold D1r1 Br 61TI DATE: PROJECT NO. 9.BEARINGS ARE BASED ON LOCAL COORDINATE S9SI M. 6 ..GS 06/08 GE7X-080705-4 - _---- - - EXSRNG PROPERTY LINE fO SEE COVENANTS AND RESTRICTIONS FOR EASEMENT PRON9GV5 NOT SPHTN'/NENEON. t 1791 Sr 811: H018Z SCALE SHEET-06 NO. 11.ACCESS EASEMENT OVER LOT 26150 IS HEREBY GRANTED. t N/A - EIOSRNG RIGHT OF RAY LINE .PL LIC UTILITY AND Q4AI14Mf EASEMENT OVER LOTS 1709-1751 AND LOT 20M IS HEREBY WANTED. 4 Cl*BYI NT: VOT SCALE I OF J 3 OD NIA - _ '° •:sa.:. ,.w ..: .,;u„� ._:..,. _..:�. .. _. ems'-'' 'thy:, R, SMITH ENGINEERING CONSULTANTS INC. FINAL PLAT OF SUBDIVISION avn^.ucrma im0aum Alm wrimoa9' Y . tJ11t At7F✓e, T,6)iE ..,,_,9•. .s-w-,.,. BRISTOL BAY P.U.D. 8.F t 1,m16.F ��, � 1 ewaeLLeml�bsm 9-Ya9:w4sme�•=m{Fm t INun 9LRNr •1980966 ILLDIO®PAOa'�OaAL 011 flay -1a6-WalOa „3,,.633 diF. ,s6',A3r aP. UNIT 10 �: IRe 1.8F. t t3rAS F. 1C338F. 1 ITm a.F. ]ONP. YIANMtMD PBme?.Cy i! 11HSF. - 1 t0A6F. A!1F 9Ni 10-OT Ir5r 116eaF 1♦z9 s.F A SUBDNISION OF PART OF THE S 712 OF SEC 4-37-7, :. maF IMFF I BRISTOL BAY P.U.D. AND PART OF THE NE 114 OF SECTION 9-37-7, 11 I'll t)e9I♦ F 1m 1m F UNIT 9 IN THE UNITED CITY OF YORKOLLE, BRISTOL TW . KENDALL CO.. ILLINOIS " PLAT PREPARED FOR: .SITE LOCAR N tr9113maF .,se rm S.F. DOC, NO. _ CENTBZ HOMES -... ---- -.- _..-- PROX tT931-a � ,Ofl aF 1 f0a,3F 3881138 SF --�-� II 1 i1A9F I sF J 1o.ov I_� � ssuR+uWEa.• 2208 POINT BOULEVARD. SUITE 200> 50 AREA 1031]ma.F - d36',rmaF.'' AW \ sr:0.1-.1J-J BLOIN>ILLINOIS 60123 °ieR E.•,�� ,! t- F mat0als, 1,97' Y5a1: 47 ,m $F:- aro nseF e°11rnrT r434.09 S °4T59eE - - PROJECT CONTACT: 1 1!206 F. 16}11 m3 S F />/A! 1 13068F. 13r W�aF 108, yr_ I -Seas•- -t+� NoN Ie/E OF MR.JOE MARY �ss?ieYSE 23 1 11 sF , 11]msF Ser17RS fEC 'T-J PHONIC: (847)783-63� k i>z F.. I Ws8-. 1E4EI LAT 1730 _.- \ °T G� h n.J sr. Lb h31 n FAX: (647)783-6303 1 Y. /A]p�> Y 10.19 fAr SF 1d Ab '1T" FJA1. L'/e 111 '•.. 1-151 9F. 10• 1�6F.. .. 1050 P'�ti° J� �j X98\'[, /� ,',1AP.,d � FRSs I 11393E `i9 DMA' ,m, aF. dm rma• s^ ? 1851 M1$ 1� J .LOT/732•,.,f I 7'a.+{ � �• � 14019 SF.i�f \ 6D 1'I91 m3aF. ,683 n98 F� � ,l JA• M1ylf`� f/Ma� �f�i .lbh of,:� 1 11 9F. 101 Tm F. Ib p •4 <y� 4i 7 7 a i� L 8 111%f-OY 1 1.110 RF t,>9s9F 1}2050 ,,3m6F ,,lr9aF UO JY,9•l,yyryjl tll,SaJ SF. LN ' � / t t�s�v. ,�t,tm s.F. z OT 1�2r1,951 L'F � LOT 171ji�sJ 7 76 LOT 1733 � \ r14�• AOPK u9sY • E zaea s.F 1N FUTURE s« O 1.' '�• �;�, ,� '�`•� �, J�� a,ru'mr \ BRISTOL BAY P.U.D. •ate Jo wf �' 1 11 OF 189111ASF �` 3 1"R A19flF 1 ,3m E.F. Z -. -,_� "._ •M Sr. �� Jf1l \ � UNIT IJ Jrtle �� � 71-TF 'yy tN, 1 1]tDaF t�r I)p0 1,S� - ♦ Y B.SL 15,' I N8F i67I 10338E Z 1BL�SOS0112 Q6' 2599' � r _ A 6 a a I \ F Uu59's9oi9s11r-1-•1' 1�2;ryet� n nA� 3QrJ' - 1]6T I m3a i b t1msF ,mtt­SF � 'FART •,� � mlovsF 9m,ro3'c ACCOROANCf TY AVD £AWAIEN7 PR0990AX Vf a � ce pr ♦P., CURVE TABLE Nor roscAlc t aF 1_FF A PUBLIC GE WT AND DRAINAGE EASEAAENT.;lN X s 1t iy 18011.3016E 1Pa11A398F _ h 7 sF. ,wasF STATED HERED4 IS HEREW.GRANTED OVERALL �' f� i-- n J laoe Tm s.F AREAS OF LOTS 1757-LW WaUFYE z 17�dpZ6 SF '4L / � �•r .. \ CURVE LENGTtf R�IUS CHORD ORDB BIND IBm 1. 6 F. 1801 1 0 33 6E s 1 13ms 19m tY193F. (EXCEPIAIG INEREFR'Oy 1NAr PART�SAD' A7 • wsrtt9ti1 C2 39.36 Sn OB'lN tT F. In3a sF. LOTS ON W90I A PR/NCWAL.RESIOENRAL F L- ..y 3z sr d •ryurb� -� ` 14-to mla. t,♦]1sF-: 6UN.DRlfm BE CONSTRUCIEO). w tk9J ♦ µ. • i$ ,. ! 1888 cl �p - n !IOb9 ,6 m 10839 95•SI'04•E W C2J O 9'• LS Ll.� 1 m 380 Ifi'E _ t 1 0399E 191 , S F. AF�"'M' -x 39 11 IA1'92' 1»tams- ,a 1,tmaF- AN ACCESS _ n i 18M - r 1B 1]maF 9 S.f fdt•DDT$i //EREBY RE ��R LOT 171511,199 F. r ! \ NMTb'1tT - Lb ]E 35 US 723 W -N•E 1811 Im80.F. 191 i 8F. 1lJ 't J. Aalt asL� In 10TO LOT 1734 90.OE0tf.8 RD R y' ea ti.C9 ISCO JPa eMMOT13a'E € ,61 ,. aF 19 i.=sF. AND ^`> Ld _ �� C' '164 1r, - 58.91' 13030 463! N78MYN'E E y �. :: rR161 3f, ttt 113,am 9.F 98•.R.93F. .� N 3 15- 1071 1120C 9302 VSS•5Y21•E '811 Lrm9.F. 91 1,Tm aF. - "'* - I ��,� o `(•,.' 1751 St9EJ1TW Pr 81L . 19.1 Mas 1783 111.11'2 s' 1 a F. ,n e,rm aF. AN EAISTAVC BLA7A[ET UTRITY 11W7 ORASVA�. � Y .: � �, / 1 '-� 1 : Lr 1872 BSL z18< Ism :9.96 V26'SY19N 'n tpD -1 EASEA00 OVER All. �U '- 1 llf `...... •lcla.., 956 s6o Tea 'n 13m8.F- }Aa66.F. CN/T gf w 1 1952 ' ppjT6'J6 6 17m s.F. t9zt 1. SF. RECYXEdFD `_. lszf 1y,; -OT 17 1890 1873 .. t..... •r 1 ccu mzs bamm 1627S�b6 saroc 1N91aA9F. 1 11398F. WHIN SARI 4 m '± C36 ,a16 ,am 116 56318' IF 193)1 s.F. 1777 _.- _ I1 M.F. '-I I 3.F. = cede - .E _ C17 2a.TJ 112116 2763 _Nm• w. S 58'y9'� Y 1 1504 M6T]TN1F-. 1,013 SF. 1Q94F 1778. A 1000 1074 W r A a89 9A9 7.23N61•:u•31'V t } 'F L20 62.01 9Sm 60.03 N3]•t max. sF. fam �� „ 1958 1 i _ '" '` 1875 LOT 1735 8 TOTAL GROSS APES=14,53 m 1 213Th uem 193Ae r+!s•26•av ,�A396 t03J3F. $-` 1775 4 •. i IE IA00I SF. {P 1m 1 11200 _5911 IN�I91'OY �' 13maF. 1 6F. 1774 1 1 8'21 y 1� Fes• O. ` Q1.. n 1z. SM• ^-s•E , i •gsv. »a,. sF 9iT•w. Y� D 1957 :� __ rt -T 1877 _ 1W'01 Ooh 1 r�26 em Ism ]1z se6•ov+sv 6.F. )t1)tl \ 1864 1 IQ W i a] act u2.m 1sa3 sst•lazry 1 11m F. .oA aF. ... c •1r' aI y C2a _ L.m im _ ..,22 Slfi•IWIW p• -I' - t Ina ,P3es G SSE `I 1'(O ., v m111YW1 OW C30 BL13 1621,_ ]9029 S �'It9'V 1&181306 F .- 1 a -` A ,l �.9 ~ ne �---.. '. -_-..-t�1T36 WO I [31 10.9a 1.10 1/.]4 _ N3]2Y25•E 9t5q� I c32 21.31 L9m 21. f1Y21'09'C ItOT�r� LJ(fT yT O O C CG334 22U.8i 15m 21Y.... 13P13^39'E d yy + L.iai-�+-'- 1,Se -, 2 i cl d ;,e _ ,2191 _ zm u T N/o�IT•,zv 17T0 a 1 - d oEOpe- m I cab 9 am 9s.31 N6+vrT5v . , �-, t. s 1ROATB/g13 � *Itsrt cl u`1 LOT 171111 ' ? CM Ism 21. tm•16 z6•c_. t F: t F - L• ♦ ',1 _�1R9Fa-&A 1'- `C. /p4: J _rag sm sm 72z mWi'6'E R w I N aA 1 C10 ma 111Um 912 X598 m E �s.F mac-. "�3 1768 '1G- w 1782 �* ' csz 7'M sm 71 rt3•a••9 - 36I191TE LOT 1712 r. !T �I �1� �,�+'�A�l 1 a3 -= F. 11.711 sr 1787 T, ` tT63 q f 1� 1117 1 m10 I. San s1r s•17•v a F. �; X/. >, a; f $.^, '°iJ Y __a ,1alw __IKtt t n•2 _ 165 1]06 F. SF. E -'-. 241t� 1766 E R8g9�{ ,1 ' 9911 Isom 593! Nrria_3PE F I _ 1"ala.=. 8. _1_ ;N,1Vl}t[ 4 OIC I T/y .U.D. 1°3m s6sw min•rc { S O P L BAY G6 OC .at r22r1r /- 1785 t T 1710 ` S' 82.m ] -17'1ry I aY iJ / a UNIT 1 _�_ _ - � <•9� k�R ' l DOC. NO. 05-39532 I.ANNOTAPOW AWWWADOY.S- (P B.SL=BuNLDNG SETBAC9T LANE 1 � suwTw I ;' LOT 1708 ^� Poe=PO Wr OF BE~G Jz "sF S&L GRAPHIC SCALE POc=POINT OF CQINIENODIENT �_ 69a,r101 .�'N)5°1338'IY _I_.L ��• I SET CONCRETE MONUMENT P.U.k DE.=PUB11C UMITY AND DAINAGE EASPANr SAIA =SAMW I1A7ERAIAFAGLFI0NT -` _ // AT CORNER L_EE 7EUTAPR&43SOdEASDUEN7 ~�•� _ �j����_ O FSO' �' -_J _- LE =LANDS OW E'SEASSO �r'rAY! (p KOA>.NOAIEORNOP'S ASSOOAINCW _ -� 1 wen.s6 rt IP ,q $ 2. TWS HPCWER7Y IS W TN3N RAE CO.PORA iF LB/ITS OF iF/E IAWTEO dTY OF E 1 -� _ f170TERUN£ 1 51B'STEEL ROOS SET 6 ALL EAWMWR COBMERS(AKESS O7NERAISE NOTED Mal.Lw or OaEAV,At8♦D ��_ �' D L=39.33 R=25.00 eauuDAar uNE STEEL RODS WLL BE SET A ALL IN70WO11 COIWAERS W DAW 12 MONTHS OF RON. PER bola r NB IgI/J _ �-- A Da090.0fS ALLWO CIWWS ARE ARC DISTANCES UNLESS OTHFRWSE NOTED � CH'S-S9 CB'-.S�'42131°IN - �.L PLAT OR ���j�V 5 NO aNOWSIMS SHAD.BE ASSUIED BY SCALING- �`�_ ._ ` LOT TIWc WAY LINE BRISTOL BAY P.UD. a ALL AREAS SWAIN HEREON ARE bOW OR LESS TO THE NEAREST SQUARE IO ar Fae BIALOM SFMAGR LINE YORKVILLE Y LNOI$ 7.EAL471NG 20MNG IS R-3 P.U.O.(IINITED Ctil'OF YCWR1e.LE) .-� a OPEN SPACE TO BE 0~AND MASTAMP BY HQII£ONVER5 ASSOCIA 110If. ----- 9.BEARMY3S ARE BASED ON LOCAL COORDINATE SYSTEIJ. ` - Exs7wG (NNE tE'A.011a DON BY: NT: GATE: P801EL` Na 10.SEE COVEIWNTS AND RESTRIC7MS FOR£ASE7IFNT PROW90NS NOT SHOWI HEREON. FJQ57INC PRO EPTY LNJE c T�TX IT NCL-f 111.ACCESS EASEMENT OVER LOT 2LI50 IS HEREBY GRANTER E Dtitl BT: WT! YI�Z ic'c, SYEE7 NO. 12.PUBLIC UTRITY AND DRAINAGE F4SEWNT OVER LOTS 1709-1751 AND LOT 2!170 R HEREBY GPAWED.� F`OSTING RldfT OF WAY LA'E S A 1°=Qp' • ON en tR7 hEAT SCALE: 2 OF 3 A OLD NIA I oz s � pip yaw a HIRW e r 11,tia �'g •3 a sr � wE�66 e.°F 8 � �YS �n ��, i' � 69 gig. �� � �O-jig Z Z pig 9 o4��m • $w < a is on ¢ a 5 ni Ml 10 :128 2EKb 11 E §W.1 �5ps°yaw ia�€ �W wW � �w rt � 3 to� G 9 M ��� g�$ � w� o'61 � I M1111 � �:� 'p:1 4 S paH W H WoQ pYo y_J I$ a � W S 111� X11 1 11 on � 6 ? 6°z ��� W8 _ M� AM z HIP Jill kv IMP pp YY N �2W2 < ; O � 1 zQ � a •x W i � I �� �� t o L wow l l jpj o o < � sit b Lu say RN a 13 0 s ti N own own x 9 C. m k�' y�N � g .�,_-„ �c��i `a y � �•e�l a y � 2 � v�<i � � � < Fit A. Z:t �k �y aw ��y^ yy@mh�@CH<w..° �WwyS J, °y >Wd p3 I�� W <N�N3 i.• QpH Nq � O < 4 WF.•uW� 6 C5 �W9% ! pp¢ �� 8� $ ^4 < e W �a � <'W'p <2°t�o�••yWitD W.yW�,° t., � � C 3 gV, �n>g�{�.µW~� >p3� q t> wRg 'R �tiz$ � ^ ! �> $^ ggg°" 1y oN Rjl CW '�Og, >ti ' - $ �w �ro � ��"tiO�y�Bg$, no E Lx �b5 Wei ^�w �y< K� 8 °W { < a a'8a~a `w `$ bJw S $° W 'g b^NN 4� .d ��g2pR>� eS�' �^ < Yyn�;�.¢gY�^N ��S 22�,��-'a> nR� ��" � °��' N4°��•T�gs�2�2�y�• 8�<�'�°���' � RS� �$� �@@$<��� �IgNa� i�T '�y( `Q' r�1 ��' °s' � �' � ti2i 2 aI N O l �ti��N R2'� 3Lt '..ay"�U�il� N3k' !3 > �d� ` d�-=l gym i� U T (6yn r� G b S•� a l� < N �x fqq? N 0���'yp RZ< $ Ct� �° �6 n: eqs ��Z�cS < c •1�/1 l' y@z.� E{� � > W U# N�^ ��.' �� �`u � N XW � W. U<4n�• � �ryW�J4•� �.j N� � � <(6�0 ��� � �. � I `, m^2 w§� a {SS u��° 6 @ fin. $ 'd� $•'�$ y c��°<`��5�`��WW S a x�y 4�^<� i $�$E. �^<}pc�;S.���<i a ��'S z3 nh°°NySyyWc��Q4'�x`Yy`'�yyuy#°Ou-'S @ @@ a��.•.-��n��d ti�yy>''�^N N��"S b c @g G i'�";y��C$ti ti 4 r�°��>'�>Vy��`��'T�w..��>y i 3 W><�'��>��-'�$a°`��S l�d�~C��N��yyCN k��3�3'��ffiR^j v�W><42z<��-•$,�h W i��''w Wm�W W�!�3� �°R��$.�f'�N°^7i����n���G@�<x,�.4iC+i,a3 y°� W�y�,�a giS�i<b '^3j g�� < �< gds f����a E $gg��4°sE o�FY=_;°.�S s S G Y 6 g G8• ■ oW 4 $ W j" 1y � j E flit 2n�"V'� - Q pm� o a~ °M ! 9 .K ^ � 2 � 4 8 \w N I-OWA I w i , 'JJZ6 »z _ j all W11 - {4�G OF yo UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 "s'F 630/553-4350 cF��D PC # APPLICA'T'ION & PETITION Please Check One: - Plan — Final Plat Development Name: Q' c 1C'P'0 -y M"/)s Date of Submission: 64'2ttu 1. Name of Petitioner(s): G Address: Phone Number: Fax Number: 2. a). Street address and physical location of subject property: !�f;JQ ai= C4a-b,J44LL T12-4;ts 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: S � � IV,'_ /S , �O e.::, )C 3Sy . Z L 'K 2 /'/J Goa/Siy-9 Attorney: Name: Address: 2 S: ✓�e Ydie/zv<i�� Phone Number: 6 �d��'� -_5 w Z Z Fax Number: Engineer: Name: V- Address: 2-Z f v &4,zz-- d�� C,.LC/� Sy /��, d9✓ ,�¢; � � v�` Phone Number: Fax Number: Z/7y Land Planner: Name: %vim Address: 2 Z Fra Phone Number: Z- Z/oC, Fax Number: Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 1/27/06 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. Ali 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: 2.1211r,1- 211oG 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 1'6E�yZVY?-Y , 200ti Notary Seal IsAPPLICAT'IONMUST BE NOTARIZED. .n `OFFICIAL. SEAL° � ,.,,� STEVENS w ILkINd1S CCMVAtssj0 ±EXPIRES 06/16`07 t Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 127/06 EXHIBITSHEET 1 OF 2 ANNEXATION TO TSE YORKYILLEIBWSTOL SANITARY DISTRICT BEING A PART OF THE NEST HALF OF SECTION 29.TOWNSHIP 37 NORTH.RANCE Q 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN KENDALL COUNTY,ILLINOIS. DNANIDN VIM-To a GYIJMON RIDGE 9BDIN91011 �^'1 PER ODG x O PER ODC.N37x NEIIDNL COUNrr well suuNNa cDle&SBaN. _ PER Doc BwTD7 POINT 1A069rJbo.1i�/ ////////// / OF a Tr m�� N 88'29 52 E(N 8905:0/0'/E/) //20/59/11/ 905 00 E) 2059.11 BEGINNING 'A 101+rx• N N LEGEND N BOUND&RY LINE IHe y SeIIJ LI-I 3 -ADJACENT LOT L11 /PROPERTY LINE L $' ILIENI SeIIJ U-1 j — T -WAR TER SECTION LINE 10-6 1.De.NeE Lleeel -SECTION LINE IT,I PIe De.Me Lleeel N N E%ISTINO DISTRICT LBRISTOL ' I S. Id DISTRICT LIMITS J ISe11J LlRel O 1 A m S 05'50'25" W CONOK.Ja«0.ET AL Z By{�' y DIS y�'- 1 \-E( 06-25'33-70.51' W) PER DOC en, O �J PRE DE-]O-EDD-00T �u C y ID TO S � LESS -E; -- LL��S� MARE pR f N A ;00V1 �g0 pp ACRES' 33 -13 A �n �• W � lD w f0 y N` S 2012'46" W (S 20.47'54" W) 102.40' 666 86'04'25" E Ear 4 (S 85'29'17" E) 99.32' S 300431" W (S 30'39'39" W) S 88'45'41" W (S 89'20'50" W) 2057.21' 48.00' S 09'24'52" W 15.30' nrSCNi G°0LZ-zo5nI3ooCT-ooz YOIIOI CHIP ASSOOAOON OF aSO IE AND N PP."1 PNL oz-29-wo-M om PREPARED BY: DIYIL CEMCON, Ltd. 31 Consulting Engineers, Land Surveyors & Planners nm REm IAIESraxE 2280 White Oak Circle. Suite 100 X PEA Doc Ta-BZxI Aurora. Illinois 60502-9675 POINT PH: 630.862.2100 FAX: 630.862.2199 OF E—Mail: caddOcemcon.com Website: www.cemcon.com COWffNClYENT DISC NO.: 712002 FILE NAME: SAN_4NNEX DRAWN BY: MSD FLO. BK. / PG. NO.: N/A COMPLETION DATE: 9-21-05 JOB NO.: 712.002 TOM WHITT j Copyright © 2005 Cemcon, Ltd. All rights reserved. EXHIBIT'A' PARCEL 1 DESCRIPTION: THAT PART OF THE(NEST HALF OF SECTION 29,TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS:COMMENCING AT THE SOUTHWEST CORNED 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 FEEL'ALONG THE LAST DESCRIBED COURSE TO A 3I4 INCH IRON PIPE AT AN ANGLE POINT IN SAID EAST LINE AS ESTABLISHED BY RS& 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 Be 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 66 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 18 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 6-1046(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 (DWGM 2005-12650-002D) ;THENCE SOUTH 01 DEGREES 18 MINUTES 22 SECONDS EAST,739.40 FEET ALONG SAID EAST UNE 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. '•'� �lr o United City of Yorkville Memo fi 800 Game Farm Road -� 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 Date: August 1, 2006 To: Plan Commission From: Travis Miller, Community Development Director Subject: Blackberry Woods Request: Final Plat Staff Comments: The Final Plat for Blackberry Woods substantially conforms to the approved Preliminary Plan. Plan Council requested the petitioner consider revising the plan to accommodate a more usable park land dedication based upon concerns raised regarding the current park site: 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. The Preliminary Plan was approved with the park site located where it is currently depicted on the Final Plat. Refer to the following attached staff reports: • Final Landscape Plan comments prepared by Laura Haake July 18,2006 • Final Engineering Plan comments prepared by EEI July 18, 2006 Recommendation: Approve Final Plat subject to all staff comments. United City of Yorkville Memo 800 Game Farm Road 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Fax: 630-553-3436 �? LE ry'`• 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. 52 Wheeler Road • Sugar Grove, IL 60554 TEL:630/466-9350 FAX:630/466-9380 www.eekveb.com Enginaaring Enterprises, In=. 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 t 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 Watenmain 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, EVolume) 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:1Public',York%-ille\2004\YO0438 Blackheriy Woods\docsM%%%-wrol05 Final En_g01 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 &12) 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:\PoblidYorkville\-)004\YO04+86lackhern Woods\does\I\r}l%liotO.iFlnalGn,0l.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\Yorkcillc\2004\YOO438 Blackbeny Woods\does'd ywio(WinalEn,OLdoc 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 & 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\Yorki•ille\2004\YO043S Blackbenn)Woods\does\Iu.)�wrcnO5FinalEnsol.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:\PubliclYoi-kville\2004\YO0438 Blackhcrn'Woods\does\I%cy%krotO5FinalEngOl.doc 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 57 �r Mark �eller, P.L.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 GAPublic\Yorkvi11e\2004\Y00438 Biackbern'Woods\does\h%)ikTot0.iFinalE•nsOLdoc CEMCON, LTD. CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS July 31, 2006 Mr. Joseph A.Wywrot, P.E. United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Blackberry Woods—United City of Yorkville Review—Final Engineering Improvement Plans 712.002 Dear Mr. Wywrot: Please find enclosed the following items for your review. • Two(2)sets of Revised Final Engineering Plans Rev 04 The above revisions incorporate comments from the YBSD review by Walter E. Deuchler, Inc. dated July, 03 2006 and comments from the City of Yorkville review by EEI dated July 18, 2006. A copy of the YBSD review is enclosed for your files. Please note that the Final Plat is being revised and will be sent for your review shortly. Below please find our responses to your comment letter. GENERAL COMMENTS Comment: 1. Please provide a revised summary of quantities and cost estimate. Response: 1. A revised EOPCC is forthcoming and will be sent with along with the Final Plat. Sheet 1 —Cover Sheet Comment: 2. All appropriate contacts should be listed — Yorkville Personnel, YBSD and Consultants, etc. Response: 2. Contact information has been added to the cover sheet. 2280 White Oak Circle,Suite 100 • Aurora,Illinois 605049675 Phone:630.862.2100 Fax:630.862.2199 Website:www.cemcon.com Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 2 Sheet 5—Pavement Detail Comment: 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. Response: 3. Notes have been added to the local cross-section. Comment: 4. IDOT curb ramp detail should be updated with the most current version (424001-04). Response: 4. Revised. Sheet 6—Overall Street Liahtina,Tree Plantino Plan and Details Comment: 5. Street lights should be located on the opposite side of the street from the watermain 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 watermain, should be revised in accordance with the standards. Response: 5. Street lights have been moved; however, due to underground conflicts, the street light#25 near Lot 4 was placed on the opposite side of the street. Sheet 7—Overall Sanitary Sewer and Watermain Plan Comment: 6. Additional valves should be added to the west side of the intersections of Purcell Drive and Cannonball Trail and Carly Circle and Cannonball Trail. Response: 6. Revised. Comment: 7. Temporary hammer-head turn arounds should be provided at all dead end roads with appropriate signage. CEMCON,LTD. CONSULTINO ENGROMM,LAND SURVEYORS&PLANNERS Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 3 Response: 7. Revised. Sheets 9— 14—Drainaoe and Gradina Plan Comment: 8. Frame and grate for the open lid storm sewer structures in the grass area should be R- 2502 in lieu of Type 8. Response: 8. Revised. Comment: 9. Detention Basin summary (Elevation, Area, A Volume, F Volume) should be provided on the Grading Plan. Response: 9. Due to the limited space on the plans, only a summary of detention has been placed on the grading sheets. Detailed stage-storage tables will be placed on the As-built plans. All design stage-storage information can be found in the stormwater management report. Comment: 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 Response: 10. Revised. Comment: 11. The following storm sewer structures should be revised to a 5'diameter: • (Sheet 10)89, 90, 99 • (Sheet 12)6, 13, 100, 153 CEMCON, LTD. CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS Mr.Joseph A.Wywrot, P.E. July 31, 2006 Page 4 Response: 11. Revised. Comment: 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. Response: 12. In general, we have lowered the storm sewers to meet the cover requirements; however, based on the previously approved mass-grading plans and associated storm sewer, some areas have sewers with slightly less cover. Comment: 13. (Sheet 9) — Please provide additional pavement grades at the eyebrow court at Carly Court Station 65+50. Response: 13. Revised. Comment: 14. (Sheet 9) — Overland flow route in the back of Lots 126, 127, 120 and 121 should be covered by drainage easement. Response: 14. The Final Plat will provide a drainage easement. Comment: 15. (Sheet 9) — One spot elevation should be added along the common lot line of Lots 128 and 129 and just south of the toe of the berm. Response: 15. Revised. Comment: 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. CEMCONT>D. Mr.Joseph A.Wywrot, P.E. July 31, 2006 Page 5 Response: 16. Revised. Comment: 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 L/O elevation is lower than adjacent ground elevations. Please revise. Response: 17. Revised. Comment: 18. (Sheet 10)—The proposed spot elevation of 637.7 along the common lot line of Lots 110 and 111 is a low point. Please revise the proposed contours or add inlet here. Response: 18. Revised. Comment: 19. (Sheet 10)—The proposed spot elevation of 636.8 along the common lot line of Lots 108 and 109 is a low point. Please revise. Response: 19. Revised. Comment: 20. (Sheet 11)—Please revise the HWL at cross-section C-C to be 632.8 per calculation. Response: 20. Revised. Comment: 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. CEMCON,LTD. CONSULTING ENGINEERS,LAND SURVEYORS&PLANNERS Mr. Joseph A. Wywrot, P.E. July 31, 2006 Page 6 Response: 21. It is customary to design the storm sewers for a 10-year design, while allowing for the remainder of the flow exceeding the design storm to follow the overland flood route to the detention pond before leaving the site. During the 100-year storms, it is expected that there would be ponding in the streets up to a V depth during the 100-year storm before the 100-year overflow routes kicked in. Therefore, it should be of no consequence that the 100-year HWL is 0.5 inches above the tops of curb at the inlets in question. The 10-year high water elevation is 627.9, well below the flowline of the curb. Thus, the system should function in accordance with the design parameters set forth in the stormwater ordinance. It should be noted that the additional volume encountered in the street was not utilized In accounting for the required stormwater management volume for the site. Comment: 22. (Sheets 10 and 12) - 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. Response: 22. Revised. Comment: 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'). Response: 23. A High Point has been added to the middle of both curb returns to allow for proper drainage. Comment: 24. (Sheet 13) - Please add storm structures at the intersection of Patrick Court and Cannonball Trail to pick up the flow from Patrick Court. Response: 24. Revised. CEMCON,LTD. CONSUMNG ENON EM,LAND SURVEY ORS&PLANNERS Mr.Joseph A.Wywrot, P.E. July 31, 2006 Page 7 Comment: 25. (Sheet 13) — Lot 12's UO elevation is lower than adjacent ground elevation. Please revise. Response: 25. Revised. Comment: 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. Response: 26. Revised. Comment: 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 and 7 creates a low point. This area should be revised as necessary. Response: 27. The area has been revised. Sheets 15—22—Plan &Profile Comment: 28. For all utility crossings, please call out the bottom elevation of higher pipe and the top elevation of the lower pipe. Response: 2& We have added bottom elevations of all crossing information. Comment: 29. The watermain should be shown in profile to aid in identifying conflicts. There are areas within this development where the watermain and sanitary sewer are to be installed at similar elevations. There are apt to be conflicts with sanitary services and water services. Response: 29. The sanitary and watermain have been lowered to avoid semace aonflicts. CEMCON, LTD. Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 8 Comment: 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. Response: 30. The area has been revised. Comment: 31. (Sheet 16)—Sanitary service line for Lot 1 should be connected to the sanitary sewer. Response: 31. Revised. Comment: 32. (Sheet 17)—between Sta. 32+50 and 32+75, the roadway slope is less than 0.5%. Response: 32. The roadway slope has been updated. The discrepancy was due to rounding. Comment: 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. Response: 33. Revised. Comment: 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. Response: 34. A manhole has been added. CEMCON,LTD. CONSULTING ENOWEERS,LAND SURVEYORS&PLANNERS Mr. Joseph A. Wywrot, P.E. July 31, 2006 Page 9 Comment: 35. (Sheet 19)-The location of sanitary service connection should be shown for Lot 10. Response: 35. Revised. Comment: 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 watermain lowering in new construction areas. Response: 36. Due to the cover requirements for watermain and the location of the 36"which is necessary for the proper functioning of the stormwater management facilities, the watermain must be lowered to avoid any conflicts in this area. Comment: 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. Response: 37. Revised. Comment: 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. Response: 38. A manhole has been added. Comment: 39. (Sheet 22) — Please review and revise the watermain and sanitary sewer crossings at Patrick/Cody Court Sta. 101+80 and 105+20. Response: 39. The sanitary mains have been lowered in this area. CEMCON,LTD. CONSULT@!G ENGRMERS,LAND SURVEYORS$PLANNERS Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 10 Sheets 23&24-Details Comment: 40. Please add retaining wall detail. Response: 40. Revised. Comment: 41. (Sheet 24)—Type 7 grate detail should be replaced with R-2502. Response: 41. Revised. Comment: 42. Please add water and sewer crossing details with protection measures. Response: 42. Revised. Sheets ER-1 & ER-2 Comment: 43. (Sheet ER-1) — Please revise detention cross-section detail to indicate that the safety ledge is 2' below NW L. Response: 43. The cross-section was previously approved during the mass-grading review process and has been built as of this time. FINAL PLAT Comment: 44. The property description in the title and legal description should be changed from Bristol Township to the City of Yorkville. Response: 44. Revised. CEMCON,LTD. CONSULTING ENOMEEEERS,LAND SURVEYORS&PLANNERS Mr.Joseph A. Wywrot, P.E. July 31, 2006 Page 11 Comment: 45. The area (sq.ft.) in roads should be listed under the total area. Response: 45. Revised. Comment: 46. The lots in R-2 and R-4 zoning should be identified. Response: 46. Revised. Comment: 47. All calls in the legal descriptions should be indicated on the face of the plat, i.e., centerline creek or subdivision line extended (Sheet 1). Response: 47. Revised. Comment: 48. Parcel two is not annexed into the United City of Yorkville. Response: 48. Parcel 2 is included in the annexation territory. The parcel was part of a boundary line dispute, as a result of varying opinions of the location of the section line. Comment: 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. Response: 49. Parcel 2 has always been a part of the proposed project. The parcel was separated from the original description as a result of a boundary line dispute. CEMCON,LTD. CONSUMNO ENGMERS,LAND SURVEYORS&PLANNERS Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 12 Comment: 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. Response: 50. Parcel 1 and 2 both mathematically close and coincide with each other. There are different points of beginning and commencing, which can be confusing. The origin of these two points are due to two different surveyor's with different opinions as to the location of the section line. We have provided a consolidated description in which the title was obtained by the developer. Comment: 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. Response: 51. The land line calls are based on descriptions for parcels 1 and 2, which the developer took title with and are now of record. The calls originated from the various surveys and plats used in resolving the boundary line dispute and are an integral part in the boundary line retracement. Comment: 52. Patrick Court is incorrectly labeled as"Heretofore Dedicated". Response., 52 Revised. Comment: 53. A 10' utility easement is needed along all street right-of-way lines and the front of the lot in the typical lot detail. Response: 53. A 10'utility easement has only been specified in the front yards of those lots with underground utilities. Comment: 54. Lots 131 and 132 should be added to the Typical Lot Detail. CEMCON,LTD. CONSULTING ENGINEERS.LAND SURVEYORS&PLANNERS Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 13 Response: 54. Revised. Comment: 55. The building setback line on each street should be labeled in at least one place on each sheet. Response: 55. Revised. Comment: 56. Ownership and maintenance of Lots 133, 134 and 135 should be noted. Response: 56. Revised. Comment: 57. A minimum side yard easement of 10' is needed for the following lots: 35, 74, 98, 23, 1, and 30. Response: 57. In areas where utilities are located in the side yards, we have specified 7.5' easements on each lot, which will allow a total easement width of 15'. Comment: 58. The surface water statement on a Topographic Overlay will need to be submitted before final approval of this plat. Response: 58. Noted. Comment: 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. Response: 59. Per Plan Counsel Review and discussion, this note no lonmusApplicable. CEMCON, LTD. CONSULnNG ENGDEM,LAND SURVEYORS&PLANNERS Mr.Joseph A.Wywrot, P.E. July 31, 2006 Page 14 Comment: 60. A note is needed stating who will be responsible for maintaining the retaining wall through Lots 127 through 133. Response: 60. Maintenance responsibility will be incorporated into the HOA covenants. Comment: 61. The overland flood route, as shown on the engineering plans, will need to be placed in an easement. Response: 61. Revised. Comment: 62. The text on the match line on Sheet 4 should be"refer to Sheet 3". Response: 62. Revised. Comment: 63. Lot 134 is called out as a park on the Preliminary Plat, but not on the Final Plat. Response: 63. Revised. Comment: 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. Response: 64. Revised. Comment: 65. The abbreviations for Public Utility and Drainage Easements is not correct. Replace P.E. with P.U.& D.E., as stated in the easement provisions. CEMCON,LTD. CONSULTING ENOnam,LAND SURVEYORS&PLANNERS Mr. Joseph A. Wywrot, P.E. July 31, 2006 Page 15 Response: 65. Revised. Comment: 66. The wetland buffer, shown on the engineering plans, should be shown on the plat in an easement and easement provisions added. Response: 66. Revised. Comment: 67. The location of the flood hazard area should be shown on the plat. Response: 67. Revised. Comment: 68. The text"FIP 5/8°on Lot 111, page 2, should be removed or explained. Response: 68. Revised. Comment: 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. Response: 69. Revised. Comment: 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. CEMCON,LTD. CONSULTMO ENODIEERS,LAND SURVEYORS&PLANNERS Mr. Joseph A.Wywrot, P.E. July 31, 2006 Page 16 Response: 70. The subdivision is not in a special service area. Comment: 71. Please review the need of the Landscape Easement Provision on Sheet 5 and if not needed, remove. Response: 71. The Landscape Easement is necessary for the subdivision entrance monument. Comment: 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). Response: 72. Revised. If you have any further questions or comments, please feel free to contact me. Sincerely, CEMCON, Ltd. ZZ am R. Kukadia, E.I. Project Engineer SRK:jc Enc. cc: Sean Michels—Village of Sugar Grove Bill Dunn—EEI \\vaultWdrrin\712002\LETTERS\07-31-06 Wywrol 0 United City of Yorkvill-CA Ur-Final Eng.Improvement Plans Review.doc CEMCON,LTD. ''• CO--ENGINEERS.LAND SURVEYORS&PLANNERS t GARY R. WEBER ASSOCIATES, INC. LAND PLANNING • LANDSCAPE ARCHITECTURE MEMORANDUM TO: Ms. Laura Haake FROM: Karl Krogstad �`qL Gary R. Weber Associates SUBJECT: Blackberry Woods Yorkville, Illinois PROJECT NO. WI0414 DATE: July 20, 2006 The following comments are responses to Final Landscape Plan Review, dated 7/18/06. FINAL LANDSCAPE PLAN REVIEW COMMENT 1: "Acer freemanii`Autumn Blaze' is not an approved species. Please replace with a different shade tree." RESPONSE 1: We have switched the Acer freemand`Autumn Blaze' to Acer platanoides `Emerald Lustre' and Ulmus carpinifolia `Homestead'. COMMENT 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." RESPONSE 2: The plant key has been corrected. COMMENT 3: "Side lot 23 should have detention landscaping that reflects the bufferyard standard of 1 tree per 30 linear feet of bufferyard or for a 10 foot bufferyard it should be planted with 2 trees per 30 linear feet." RESPONSE 3: We have added two shade trees. The six ornamental trees that are shown on the side of lot 23 are within 30 feet of the property line." Page I of I LAOffice Documents\Correspondence\2004_Project s\WI0414\WI0414Response_MemoOl.wpd 224 SOUTH MAIN STREET •WHEATON, ILLINOIS 60187 TELEPHONE: 630-668-7197 -FACSIMILE: 630-668-9693 IrCLIE BUILDERS, INC. P.O. Box 354 Bm,,,1 1 COJ1� 0-.,­q. R 63o5514S4z .. 63o.5514950 . 63QO53 3��0i1 � 530.553 363 . rol Mr. Travis Miller United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Blackberry Woods - Dear Mr. Miller: This letter is in response to the Park Board's request to set aside three single-family lots for additional park space on the south side of Blackberry Woods development. During the preliminary process McCue Builder's worked diligently with City Staff and the Park Board to finalize a land plan to meet the needs of the Community. McCue Builders has . looked closely at the above described request and after much deliberation arid with regret, we cannot honor the Park Boards request. The most pressing issue is allowing drainage for this subdivision and the other property that naturally drains to the Blackberry Creek. Also, we are concerned as to the impact these relocated lots would have on the designated wet-land area located in very close proximity to these lots. _Further,to accommodate the relocated lots, an area of 120' by 150' of trees would need to be cut down. McCue Builders will honor its land contribution of 4.32 acres and the cash contribution of $150,000, as negotiated with the village board through the annexation agreement. As we present the final plat and plan, we feel we are in substantial compliance as the development was presented in the preliminary plat and plan. We look forward to bring the City of Yorkville a development that all will be proud of having in the community. Sincerely, William R. McCue President FINAL PLAT OF SUBDIVISION SHEET 1 OF 5 5 HM THIS I'=100'SCALE DRAYRNG IS F TS,FOR PROV DED TO DISPLAY THE OVERALL BOUNDARY OF F Pur w NA N1 Ep D m afun r THE SUBDIVISION.PARCEL TWO SHOWI-NOT TO IEaai9Fn Fan Trt narcoan oc AEWP9IW n,LOCATION WOODS FOR CLARITY.REM TO SHEETS 2,3 k 4 PARTICUL.M BLACKBERRY r • OODS FLIjNES WIENS d1S k SETBACK ADDIT.MALSNOTES•ES ETC.. Mtn NNCI BEING A PART OF THE WEST HALF OF SECTION 29 AND PART OF THE EAST HALF OF SECTION 30, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD l POD PRINCIPAL MERIDIAN, IN BRISTOL TOWNSHIP, KENDALL COUNTY, iWNOIS. CIMARRI Doe.RIDGE vy01 KENDALL COUNTY P1.9UC O AKRON RISE-1M0 lelTY-I 1-1 I21P=Ell N 88'29'52'E ( 1) `�. BULDING --2oso.n .__... PER Doc 9702592 10 < ,.1..-....` 2 3 4 2.19' SEE DETAIL'A' 8 U �� s WE of PROPERTY 0110E OwaEO 6r T.SPENCER N 88'29'52"E 2056.92' Tara AREA CF SURD/Wsyw 1 ' 15 14 6Q 000 ACRES 720 121 122 123 124 125 A28 129 130 131 132 2 N p10Re DR LESS) 1ao s0" 20 16 SCALE: i"-100• W N `'r 1 iA 21 .o t3 DO \ w '.CARLY S 3 > F8 LEGEND � '.jj, N AREA TABLE I� 4119 1 C,k -�5.s1�«.LEOfWM.LICE 1 _- 22 17 TD LOT AREA LOT M LOT AREA Z N0. 1S.F.I W. IS.F.1 W. (S.F.I - n LIIe.PAerOm LINE I.. � ID.1 a L1 T 1 0Sq 118 57 56 55� 54 53 SZ Si 50 w'QT / 4 cP i ii.7°3ox ii ii.O�DD si a.ai aw.mrt Lm uRVMeFenr LNR Ei 18 1 >; luanl s.ne u..l 1 l 49 23 1, 3 17,IM N 19,5" !S 9.I% Lll 58 117 i9 /_ \I / 5 Nl a 20.461 50 10.500! % f,120 --.I~i1...l..-LI,,.FI N f 14.145 51 4,400 M f,1% FV{90�IT IINE/L INIra K[tlF1411T e V 7 17,522 02 t-400 BY 9.4T9 -------- I- E I ( 6 17,010 sa 0,400 % 15,370 Iperf O..M1.4 LI...1 I T 1 Bp 81 67{. 83 64 65 BB / f 15.n: s4 a,400 f! 16,511 -- P` I Z J 116 4- 87 47 �1. 'Ti 6 11 1a,t% p 5,250 101 12.014 4 LL 10 14.584 p 4,334 100 12.016 1......Ma.LF.LIn..I 12 14.772 01 9,ep 102 12,015 4NRRIU EaT'a 1 ` O , 12 I I3 20,{19 54 11.471 102 12,015 0 14 23,779 5t 11,47! 104 12.127 HeilWl LI. 'F l PURCELL '1'B 1 la I7,1f5 a0 9.30 1% 12.4% Ing1.U.-LI.ul `t IB 16.Ax 91 4.531 IOC 3.071 17 16.472 tx 4,"S IOT 17,1,0 ❑ -FOUND aNDRETE L4NUWrt 05 89 45 4Q' ! 11 7 1. i9; 55 3 44 ow.ft Io05f 9;9%570 ■ SET LWN:REIE WNY4n ■ zo 3,x: % 9,4t1 no e,612 21 ls,a6z K 10,65: 111 6.101 22 12,4T3 {T 10.T% 112 9.110 115 85 84 ,� 110 79 70 , 0570.515 .W 23 12.0% p 9.491 13 4.1% aEmIM oaM4R a<a,I.PTrR T4mIa 78 41 24 14,446 69 9,750 114 A.I W \i I f/ tiD10 x fly ! 10 6 25 12,300 r5 t•T40 114 ID•f6t ; <\ 114 i `fi r 2%T is;ue ii :;7550 iii 5µi4 +--•t�DS - 77 Fl 43 24 9 N IS."' "74 9;im 19;za504f ,.. .._. ...,. _ yi \ \ " 30 13.oao Ta {.400 1x0 if.5% 113 *'- ' 76 a0 31 15,135 7i {.400 121 3.r49 NOTES +0 32 II,fM T7 t,400 122 11.310 25 1�• a7 11,9% TB 1.245 123 10,424 --- N RDN P-fEi tT ALL Lm 1 1 ' 73 N +- 34 3.474 79 9,IM 124 lo,soy i4 I I ,YTi ar auNYATMR 1a1LES9 ` :,: 75 n ° x ie'.n1 !� 9;09 i1{ 1055%0 •'i� et2:. .•~ � 37 14.720 p 5.400 IY7 10.500 ALL I[11NMk1tm1 ARE>Ai IM FEET I ...•.1,• "A"'•"" r/ I , 74 42 t 28 3 -. 39 io:"o 4534 9.� 12200 io:� OES -PART9 TRUK.. gy= j so ` f 40 11.4610 M 10 t,�_ 1170 it: 0 DI1CNf 10M N16YN I4LM CHIVES ARE MC fy�F" •." - 134 e19TAAaf 27 V0 43 13,700 p 4,400 136 39,4T4 D NEW Ia».2NeLOfcD W1TN 1 1 M[A[E01p pp Y BE19llTQdlIVO 1F3rA.Au mNn olNOSlar6 ARE NEASUI4;D. PIFCffi 8 ZpttO 39 v 4s ia;o�DO 990 8,720 170 1555,no oTlarflc.f NT HEnxn euNrED upLEM r y P c - NDIUTEa PueLlc mlLIry AA4 3 ( ) +109 91 94 95 96 97 00 38 28 ORAIN4E eA4oarr NeREty{RANTED. �2 1[E RNIYIl IOW FOR D[TAIU. -MLO W S 20 12'46* w 11- NT4w1 LINE COURT TM 9EAR1NSC R1DC11 ARE WED uw Tt4E 4s. i 106 C S 29 102.40' NEAt LIRE+rIN[ECTIa al-v-T 9[IW ` 14 36 N 01.11'If- IAOM4D1 IPE 111001 Y Cl F.I.F.•FOUMO IRON P AE aa S 86'04'25" E 2 > ' 107 SF yy- 3t R 99.32' Y. 9 106 105 104 tilt X702 101 100 99 34 30 1 35 eE S 30'04'31" W 8'45'41"W 2054.73' 48.00' °>�° �•:••_••" ez' t 100TH CAMP A ix AM 13 P.N.A. oErAIL w •c• -�2'• E ..__....... UNSU VWM 15.30 N 882. S 88'45'41'W --.. ..I _.f_�._i FIN,02-2�300-001 l S 09.24 52 '. a", 9'32'El 2.4 _w .. 6' -' 218' fig. �S�m 1 Q~; • PROPERTY' BPoFftMING T Y g OWNER 3 DEVELOPM Pm 50G 404707 McCUE BUILDERS, INC. m3/5'0.33's g > q Y 3 � � �j_ �� �� g BRISTOL. ILLINOIS 60512 POW OF PH: (630) 551-4845 coia®w PNw CDC,LIMESTONE FAX: (630) 553-1250 E1oN PER DOG 76-0253 TO'P.E PREPARED 9Y: fill ~ Sd 'w'Ig�c g ` y> -- OTHER tl0if0) 1 Rid j � , _ ---- - �,4 SIDE LOT TINE - --- 011-=D) CEMCON, Ltd.7 goal l� / UwTS M EASEMENT C'01mA4 Engirmot,L{Ne SIWwAm 6 Plwlntr► C "(-pT _ 2280 WHITE ONE CIRCLE.SUITE 100 t? ( S 88.45.41"w V AURORA ILLINOIS 80502-11075 t ; �� I .1L+ 2 I S.W.DOWER 30'FRONT BUILMNIG I ODE LOT LINE p -2100 F (R70)862-2119 A RESTRICTION Le$ PARf£L i (JNLE55 OTIIERVASE . FRONT LO LINE i$ - I NOTED) OW NO.:712.002 FILE MANE:PLAT PIP 3/W'.. ROAD DRARN BY:N.KS FD.W/PG.NO.: A92/1-7 �. - - (1Da'"4 EYIMPLET1aE DATE 10 04 as 208 NO.: 712.002 BlN nNC smAa9r I. .. g AOELIRYT DET me, ,.D REVISED:02-15-% .._... /INS DESC.8 DATA RELATING THERETO DETAIL 'A" DETAIL "B" OETA I L "C' REVISED-h4 6/NN��E DESCRIPTION _ NOT TO SCALE NOT TO SCALE NOT TO SCALE /Ka EASEMENT C.pTNA,E®2005 Camcon.L`e All n.A•T.r.R.rea. SHEET 2 OF 5 I li N outme COMMIS M IC � PONT 91D UN91MDED or AWMWM 23 0 (PARCH 1) S.UNE OF PROPERN ONCE Owo DY T.SPERICER N 88'29'52' E U 2059.11'r1IF I i SA--- 1 --, SCA--110_39 �ta'PPE, rd V.E. 1 > . 1 to'PE _, '-�ia PE, i----g Lai!w--- r E-- _ ' 1 I I I iI)rP.E. is �s is j PAa 121 ap3 122 �4 123 g 124 1234 128 g 127 8$ 17A $ 129 120 \'t. � � .• $$ �$ $, E i i $ _ I I L.,x I 7aar I .ONY 70.ar + m. I I �\7�+• . \ L-00.40' L-n.30' 1 1 X53,00 N SeR9'SY E ,3.00 . CIRCLE (HERE9r OEDICATED) g ��, 179 �b v CARLY I ° .P .. s sers'sY w 7aao' T 3a.w• Daoo' H.4s + 7aar 1 IOW I I �.DD I a L-s vs'ar w --J �• gi I 70 P.E. \ 20'P.E. 57 u $t 56- $ 55 8 54 $11 53 $ 32 51 r---t3S.m•-- --7 \s 76.353e l TI L' : I I I I I I t 1 I 10. w 97 J L----_l L-----� L-----� -----i �-----� \\\ �I dio \- _ H. e7 H.46 I� m-o 70m. �I I r----_ r----- _7 m,J J _ El 1.51 r 120.N'- I I r / gs 8t C 82 �+� 83 FJ' 84 $s 63 n N 59 % 80 4 4 $� 118 SI I �21 L 92A0' I I 7x00' I I 10.00• I 70.00 I 70.00• I L-45. Saar W N 9545'4r E N W46.42•E L�9l PURCELL STREET PURCELL (HERBY DEDCA70) STREET & (HEREBY DEIfICATFD) S Sr4WIV Is RM0 8 sw w R. 0P I I I I 70. + I !I.]9'L 15.00' tJ � 93.00• I 70. I 70.m 70.00' I 70.00' Z e4 so $q 1+ I I I (m I m m I D: L-_9 H'4B4r I i I as { y N $I 114 91$ j$R s 9X44'1 E N I 1^I + 6 42'4X06'E (---5 0E40'42'w -J -- '4X4Y E--J 31.40' } r---120.ar- --1 Pon17r ar B3ffi1NNIlYC $I 113 41$1 I 87 I $ (PARM 8) W4V4r E- --120.ar----1 135 + S10RMwATEA MANAGEMENT I' 112 j$ o 88 I$ EASDAEN HEREBY GRWIED ' I$ OVER ALL OF LOT 135 LI'-s eeve4r wy-� - 4'sar _ r0 O_NIN Y 7.5 SECTION 20�37 M N E---�' z $I 111 EIP L FD 4 S 88 IS$ L __ I • -_Sw -_ -- N n45'a1D•-4 E---M N 1414'59•w Ir--- } \ S M• '41' I 110 ) A.77 7e.9Y 70.ar__ 78.-' _ .--- _Mar__ • / I I I I I + + 9 1 8 e 92 $g 8 m fl a $ 98. \ f s esve' w— I I + I � I I I $ L---1]w91'-- -- �1), + 1 7e.91'. I 1 78.8.0• I I lam' 70.ar + 78.00' r B 108 CARLY t 9MEnEn "CA10) CIRCLE .00' seeSS'a IN " �`+w1•j'A 1r14e5 + L"D4.16 30.31• H. H.ar I 90.m' I W755E \ / / L L-7.73' I + I I I I 11 �; 107 ! !% i I 1 5+ +8\;f g 105 : 104 s 103 tl 102 101 j 100 r 1 10•P.E ��' 108 11'1•'8. Ym $q _ 9$ro I R I ,�'a I' + ---I L--f.LP_EJ L---f2�e�1 �___{ mow L---{��aE� I_ fsL.eJ L__t ►� - I----- n.32' LW F.LP.3/4' S 88'45'41' W 2057.21', gem 0.DEVELOPER: YOUTH CAMP AS90CJAMN OP DISTRIC19 12 Arm 13 PAX PIN:02-29-300-001 MCCUE BUILDERS. INC. II BRISTOL, ILLINOIS 60512 PH: (630) 551-4845 FAX: (630) 553-1250 PREPARED BY: CEMCON, Ltd. LblMwltln9 Fr4ru—,Land SurY9ym k Rants 2280 78111E OAK CRiC1E,SURE 100 AURORA,HUUNOIS 00502-9873 PN:(03O E1-2100 FAX(830)882-2199 4- k n.eom DISC NO.:712.002 FLE NkME:PIAT IMwN O BY:N.N.S. MD.&C/P0.NO.: A92/1-7 COMPLETION DATE: 10-04-05 JOB NM 712.002 Capinpnl®)an5 Canty.L<4.NI aynU n.rwl. SHEET 3 OF 5 N KENOALL COUNTY Pu9UG BUILDING C01BI80N I URSM OIMDED I N 88'29'52' E 2059.11' so zs o x 9&---,. r— �'---i r—$ /4' SCALE: 1'-50' J N 67'4,!'30'A --- / 51.87 P.E w j--�10'P,E !I-___CO'P.E. /,�` S I ) )� r��' 131 132 ,, �� '♦ 20 1 / ! / 21 N L-13.34 C�RCY `•,� /? ) 50 $h !// // ef•.�' 133 „/ b / F.Y r �e .�dl srDlur KANMANAGEMENT f EA4[101T NE HE A®Y T 133 D L i .[ Gw1 ALL ai LOT 1A7 46 J•e ,� / 67 //n\ 47 1513 > 45 / ,•��iavC/ r/ 0 �^ 70 /,^ \\ / /� / STORY'BATEA MA NACOMY EASEMENT HEREBY GRANTED 78 / // \ ✓// K i / 11 RQ' \ OWN ALL Or LOT 134 1fi:'w'�., \n w•w'.�r �'a,. iiN4""^7• P717 � .:.. ...... '^:•�4r \ 81.40' 1�" ` / \ •.71 ' / \ \\ y / /� .. \ ' S10RMWATII M3 A L NAQTIO,T 4r• •�O/•/ \\,\\ \ / \ `;& EA NERNT HERE YCTAih3N6Tm \ // \\ \ / �•P• \ALL \ M.7C— 34.16' Ae9y4. ////// \ • \ : 97 38 m \ \ \ a W \ . \ 2 / \ e \ \ \ + B 8 1•y'%/ 10•P.E. 37 \\ ',¢ N1lf46'N•E 4Y 81'45'41•E R.9Lr6. CIRCLE COURT (HEREBY GED@Ar(y) / \ S BS45'41•N _ ! 36 \\ L� fJ 1. 30.1 I6: -.... 40.06' 33 7 130.6T--- -- GQ" ♦7 r s t I .9 J ' 34 8 q �_________ _ie ____ 1ee1e• eo' s451'----- S 88'45'41' W 2057.21' UNSUNIMaD OMNER 6f PEP: McCUE BUILDERS, INC. BRISTOL, ILLINOIS 60512 PH: (630) 551-4845 FAX: (630) 553-1250 CEMCON, Ltd. V CMKAtIA9 En9MI .LGn6 Surry4 !Plan WRI \�VP/ 2780 TE awc CROLL BITE 100 AURORA R11N019 80502-1170 PH.( )8d 2100 FAX(130)862-2119 DISC NO.:712.002 FILE MANE:PUT DRAWEN BY:K.K.S. FLD.BK./PC.No.: A02/1-7 COMPLETION DATE: 10-04-03 JOB NO, 712A02 CopxlMt®2D03 C,00n,Ltd M rqn.n.ww4 V:x - £" .RTC'_.. 77 SHEET 4 OF 5 I i I N E * J GMIM ow e.213M i MARRON IN9O702992 OE- I I PER DOC. Co I I I I 50 / I I 2 Lj 50 x'25 . 9 U 9 I I N 88.29'52 E 2059.11' _t- 5 20'-I ; 19,.5_ \ J y N 2811W E 32.W f I \�49y- 15 14 \ a yo 1 1-. °I BT�r,9• E---A �- (N 02171r E 42.46 a p0 ' ( I ,call---- , {n x- \ 13 i \ H ---Ne4aar1-w– 3 1^111 '. IN 0219'1r E ,:. 4244' \ . \`\?0•° Gr42,19r -273.00' in °f�\�• '/ <� °O• 'ELj '0';Q•E 4.43 1 \# , �' `;.fie•/ N Cp t 4 h / •e 9� 1 ty \ IT P.E. \ Mme/ .: .,,o•P.E \' 7 S` i c _ IR I N U1 vv J6 J '�"� Oc�7'4 44'� N rlrx• Y407 t M n a / 134 ap 27 ,> =10-W= » Qmm ALL Or LOT 734 40 ♦ J \ 28 1 N 9x4341 E " & CARee1 3 S 89.4044 It L+55. I I I I -N 8x45'41'E--_J 588'04'25' E I I 99.32' ql z Q 4 I y I 32 3°. I I�° B 30 j8$ S 30 04'31' W 48.00 + S p j L_—�n-P.E._ I �.9' S 0924'52* W ,•. r _—�--- r 10.00' 5 88.4541 W 2057.21 314•iPaNr"E'w-uNN�E owtmt&oEVEtoPEr?: McCUE BUILDERS, INC. N9,9awmE�— BRISTOL, ILLINOIS 60512 U �� PH: (630) 551-4845 ' FAX: (630) 553-1250 CEMCON, Ltd. ConeMinO ERWmw9.fond S.—Ya,d gUnnar9 2280 WNrtE ONK CIRCIE,SUOE 100 A11A.1L PH:(890)882-21 (0.106)882-2199 °-moil:mddOe�neon.eom DISC N0.:712402 FILE WANE:PUT r OPAWN BY:N.K.S. FLO.SK./Pa.NO.: A92/1-7 COYPLEDON DATE: 10-04-05 JOB 440.: 712402 $ REVISED:4-4-%/KOA LANDSCAPE EASEMENT Co of®2005 Cil—Lt0.4 do.rr� r SHEET 5 OF 5 SURVEYOR'S CERTIFICATE OWNER'S AND SCHOOL DISTRICT CERTIFICATE MORTGAGEE'S CERTIFICATE PUR11C I i1R ITY AND DRAINAGE EASEMENT PROVISION EASEMENT PROVISIONS STATE OF ILLIMOISI STATE OF WISCONSIN) A NON-EXCLUSIVE EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO ANON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION STATE OF ILLINOIS) SS. SS. SBC AMERITECH. NICOIt CO1 ED, JONES INTERCABLE. OTHER PUBLIC AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SS. COUNTY OF i COUNTY OF I UTILITIES, AND FOLDERS OF EXISTING FRANCHISES GRANTED BY THE 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 WCUE BUILDERS, INC.. IS THE RECORD THIS 18 TO CERTIFY THAT PARK BANK, AS MORTGAGEE UNDER THE ASSIGNS WITHIN THE AREAS SHORN ON THE PLAT AS -PUBLIC UTILITY 6 COMMONWEALTH EDISON COA-ANY, THIS IS TO CERTIFY THAT I, PETER A. BLAESER, AN ILLINOIS OWNER OF THE PROPERTY DESCRIBED HEREON, AND THAT AS SAID RECORD MORTGAGE RECORDED AS DOCUMENT NUBER DATED ORAI MADE EASEMENT' Iaaar-lotoo P.U. 6 O.E,1 TO CONSTRUCT, AND NA PROFESSIOL LAND SURVEYOR, HAVE SURVEYED AND SUBDIVIDED OWNER, IT CONSENTS TO THE SUBDIVISION OF SAID PROPERTY, THE HEREBY CONSENTS TO RECORDING OF THE INSTALL, RECONSTRUCT. REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN AMERITECH ILLINOIS a.k.a. ILLINOIS BELL TELEPHONE THE FOLLOWING DESCRIBED PROPERTY: VARIOUS DEDICATIONS, GRANTS AND RESERVATIONS OF EASEMENTS AND pLAT AS HEREON SFHOWM. AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND COMPANY, GRANTEES, RIGHT-OF:WAY SHOWN THEREON. LINES UNDER THE SURFACE OF THE 'PUBLIC UTILITY 0 DRAINAGE PARCEL I DESCRIPTION EASEIEMT', II UOINO WITHOUT LIMITATION TO TELEPHONE CABLE. GAS THEIR RESPECTIVE LICENSEES, SUCCESSORS AND ASSIGNS, JOINTLY AND THAT PMT OF THE WEST HALF OF SECTION 29. TOWNSHIP 37 NORTH, RANGE DATED AT `ILLINOIS, THIS-DAY 7 EAST OF THE THIRD PRINCIPAL MERIDIAN OESCRI BED AS FOLLOWS: AL40. TH19 14 TO CENT tFY THAT THE PROPERTY BEING SUBDIVIDED A.D., 2G_ MAIN9, ELECTRIC LINES, CABLE TELEVISION LINES, AND ALL NECESSARY SEVERALLY TO CONSTRUCT, OPERATE. REPAIR, MAINTAIN, MODIFY, AFORESAID AND, TO THE BEST OF OWNER'S KNOWLEDGE AND BELIEF, FACILITIES APPURTENANT THERETO. TOOETHER 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 AND EQUIPMENT NECESSARY AND REWIRED TO TIME, POLES. GUYS, ANCHORS, WIRES, CABLES, CONDUITS, MANHOLES, COMMENCING AT THE SOUTHWEST CORNER OF SAID SECTION 29 PER OISTRICTISI '" FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL TRANSFORMERS, PEDESTALS, EQUIPMENT CABINETS OB OTHER FACILITIES MONUMENT RECORD 76-5206;THENCE NORTH OI DEGREES 14 MINUTES 16 BY: A REWIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO USED IN CONNECTION WITH UNDERGROUND TRANSMISSION AND DISTRIBUTION SECONDS WEST IBEARINGS ASSUMED FOR DESCRIPTION PURPOSES ONLY1, DATED THIS_DAY OF A.O., 20_. SERVE IMPROVEMENTS THEREON. OF ELECTRICITY, COMMUNICATIONS, SOURS AND SIGNALS IN, OVER. 3380.57 FEET ALONG THE WEST LINE OF RUA YOUTH CARP PER PLAT OF UNDER, ACROSS, ALONG AND UPON THE SURFACE OF THE PROPERTY SHOWN SURVEY PREPARED 9Y JAMES M. OLSON ASSOCIATES, LTD., DATED 6-10-84 A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED WITHIN THE DASHED OR DOTTED LINES tar Almllar 4AAIyAall-I ON THE ]NO. 5512-AI TO A POINT AT THE FENCE NOW MONUAENTINO THE SOUTH BY: ATTEST: TITLE: T1 TO THE 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 S GNATUNE SIGNATURE RECONSTRUCT, REPAIR. REMOVE, REPLACE AND INSPECT FACILITIES FOR EASEMENT', 'P.U.E.' lar almllar Np.iff-tloal. THE PROPERTY COINCIDE NET WITH THE SOUTH LIME OF PROPERTY CONVEYED PER DOCUMENT THE THANSMISSION AND DISTRIBUTION OF WATER, STORM SEWERS, DESIGNATED IN THE DECLARATION OF CONDOMINIUM AID/OR ON THIS PLAT 8967071; THENCE NORTH N DEGREES 29 MINUTES 52 SECONDS EAST, 2.19 SANITARY SEVERS AND ELECTRICITY,WITHIN THE AREAS SHOWN ON THE AS 'COMMON ELEMENTS' AND THE PROPERTY DESIGNATED ON THE PLAT AS FEET ALONG SAID SOUTH LINE TO THE POINT OF BEGINNING IN THE WEST PLAT AS -PUBLIC UTILITY 6 DRAINAGE EASEMENT', TOGETHER WITH A 'COMMON AREA OR AREAS', AND THE PROPERTY DESIGNATED ON THE PLAT LINE OF THE NOBTHNEST QUARTER OF SAID SECTION 2/; THENCE NORTH 86 TITLE TITLE PTIFIrATIF RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY FOR STREETS AND ALLEYS, WHETHER PUBLIC OR PRIVATE, TOGETHER WITH DEGREES 29 MINUTE!02 SECONDS EAST, 2086.92 FEET KONG SAID SOUTH AND REQUIRED FOR SUCH USES AND PURPOSES. THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE L I NE AND ALONG THE SOUTH LINE OF C I MARIION RIDGE SUBDIVISION AND STATE OF W 1 SCONS I N I SURFACE Of EACH LOT AND COMMON AREA OR AREAS TO SERVE CIMARRON RIDGE-TWO SUBDIVISION TO A FIERCE LINE; THENCE SOUTH 12 NOTARYS CERTIFICATE SS i THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER IMPROVEMENTS THEREON. OR ON ADJACENT LOTS, AND COMMON AREA OR DEGREES 46 MINUTES 42 EM SECONDS EAST. !21.27 FEET ALONG SAID FENCE COUNTY OF I UPON EASEMENTS HEREIN DESCRIBED FOR THE USES HEREIN SET FORTH AND AREAS. THE RIGHT TO CUT, TRIM OR ROVE TREES, BUSHES, ROOTS. LINE SOUTH 05 DEGREE!50 MINUTES 25 SECONDS WEST, 170.51 STATE OF ILLINOIS) THE RIGHT TO CUT, TRIM, OR REMOVE ANY TREES, MOWS OR OTHER SAPLINGS AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND FEET ALONG SAID FENCE LINE; THENCE SOUTH 14 DEGREES OB MINUTES 13 - 53. 1 A NOTARY PUBLIC IN AMID PLANTS WITHIN THE AREAS DESIGNATED AS 'PUBLIC UTILITY AND SUBSURFACE AS MAY BE REASONABLY REQUIRED INCIDENT TO THE RIGHTS SECONDS WEST, 427.66 FEET ALONG SAID FENCE LINE; THENCE SOUTH 20 COUNTY O I FOR SAID COUNTY. IN THE STATE` OBESAID, DO HEREBY CERTIFY DRAINAGE EASEMENT'W NCH INTERFERE WITH THE CONSTRUCTION, HEREIN GIVEN, AND THE RIGHT TO ENTER UPON THE!UNDIVIDED DEGREES 12 MINUTES 4f SECONDS WEST, 102.40 FEET ALONe.SAID FENCE THAT INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, REPLACEMENT, PROPERTY FOR ALL SIKH PURPOSES. OBSTRUCTIONS SHALL NOT BE PLACED LINE TO THE SOUTH LINE EXTENDED WESTERLY OF LOT 4 IN CONOVER'S I, - A NOTARY PUBLIC MN AND MD MAINTENANCE AND OPERATION OF THEIR UNDER6ROUM TRANSMISSION AND OVER GRANTEES' FACILITIES OR IN, UPON OR OVER THE PROPERTY THIRD SUBDIVISION; THENCE SOUTH NG OC61EE5 04 MINUTES 25 SECON05 FOR SAID COUNTY, IN THE STATE AFORESAID. DO HEREBY CERTIFY MEI ISI PERSONALLY KNOWN TO BE THE SAME PERSOM(S1. DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT THERETO.NO WITHIN THE DASHED OR DOTTED LINES Jar Almllar A4a14r41iao) ON THE EAST, 99.32 FEET ALONG SAID EXTENDED SOUTH LINE TO THE CENTER LINE THAT WHOSE RANE(S) ARE(ISI BWSCRI- TO TH[i0RE001 MB INSTRUMENT, RERWUENT BUILDINGS, STRUCTURES, OR OBSTRUCTIONS SHALL BE PLAT AND MARKED 'EASEMENT', 'UTILITY EASEMENT", 'PUBLIC UTILITY OF BLACKB[RRY CREEK; THENCE SOUTH 30 DEGREES 04 NI XUTES 3I SECONG6 Mp AS OWNER{S}, ARPEARED BEFORE IS DAY IN PERSON AND CONSTRUCTED IN. UPON, OR OVER ANY AREAS DESIBMATED AS 'PUBLIC EISEMENT', 'P.U.E.' ler NIm110r MAE14a41Real,WITHOUT THE PRIOR WEST, 46.00 FEET ALONG SAID CENTER LINE, THENCE SOUTH 09 DEGREES AREIISI PERSONALLY KNOWN TO WE TO BE THE 9AE PERSOBIS). 4CKMOWLEDOED THAT THEY IHE/SHE HONED AND DELI VENED T/IE SAID UTILITY O DRAINAGE EASEMENT', BUT SUCH AREAS MAY BE USED FOR WITTEN CONSENT OF THE GRANTEES. AFTER INSTALLATION OF ANY SUCH 24 MI NUT[!6Y SECONDS HEST. 15.30 FEET ALONG SAID CENTER LINE: MHOBE NAIEIS) ABEI ISR SUBSOBI9ED TO THE FOREGOING INGTRIMENT, IN$-TRUMEM A7 THEtR{HISMERI FREE MD VOLUNTARY ACTISI. GARDENS• SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AMD OTHER.RELATED FACILITIES, THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE THENCE SOUTH 96 DEGREES 45 MINUTES 41 SECONDS WEST, 2064.73 FEET AS ONNER(Si, APPEARED BEFORE ME THIS DAY IN PERSON AND FOR THE USES ANG PURPOSES N SET FORTH. PURPOSES THAT DO NOT UNREASONABLY INTERFERE WITH THE USES/HEREIN ALTERED IN A MANNER SO AS TO INTERFERE WITH THE PROPER OPERATION j TO SHE NEST LINE OF THE SOUTHWEST QUARTER Of SECTION 29; THENCE ACKNOAtEDOED THAT THEYIHE/SHEI SIGNED AND DELIVERED THE SAID DESCRIBED. AND MAINTENANCE THEREOF. 6 NORTH 01 DEGREES 10 MINUTES 20 SECONDS WEST, 502.04 FEET ALONG INSTRIff AS THEIR(HIS/HER) OWN FREE AND VOLUNTARY ACTIS), p SAID MAST LINE TO THE SOUTHWEST CORNER OF THE NORTHWEST WATER OF FOR THE;DBE$AND PURPOSES THEREIN SET FORTH, gIVEN UNDER W HAND AND MOT SEAL THIS DAr OF THE OCCUPATION AND USE OF THE MON-EXCLUSIVE EASEMENT HEREIN THE TERM "COM ON ELEMENTS' SHALL HAVE THE MEANING SET FORTH FOR SAID SECTION 21; THENCE NORTH 01 DEGREES I8 MINUTES 22 SECONDS GRANTED AND RE6EWED FM THE ABOVE MMAEO ENTITIES BY EACH OF SUCH SUCH TERM IN THE'CONDOMINIUM PROPERTY ACT', CHAPTER TOO ILCS WEST, 739.40 FEET ALONG SAID WEST LINE OF THE NORTHWEST QUARTER A.O.. 2 ENTITIES SHALL BE DONE IN SUCH A MINDER SO A!NOT TO INTERFERE 600/2, AS AMENDED FROM TIME TO TIME. TO THE POINT OF BEGINNING, IN BRISTOL TOWNSHIP, KENDALL COUNTY. 61tlEM UNDER W NANO AND NOTARIAL SEAL THi2_DAY OF WITH OR PRECLWE THE OCCUPATION AND USE THEREOF BY OTHER ENTITIE9 ILLINOIS. A.D., YO-. FOR WHICH SUCH EASEMENTS ARE GRANTED AD RESERVED. THE OMSING THE TERM'COMMON AREA OR AREAS" 14 DEFINED AS A LOT. PARCEL OR NOTARY PUBLIC AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES AREA OF THE REAL PROPERTY, THE BENEFICIAL USE AND ENJOYMENT OF PARCEL 2 DESCRIPTION SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH, WHICH IS RESERVED IN WHOLE OR AS AN AIRPORI'I OMENT TO THE THAT PART OF THE EAST HALF OF SECTION SO, TOWNSHIP 37 NORTH, RANGE DMABE. OR DISTURB ANY TRANSMISSION AND DISTRIBNITIOR SYSTEMS AND SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN THE PLANNED 7 EAST OF THE THIRD PRI RC I PAL MERIDIAN BEING OESCRIBEO AS FOLLOWS: NOTARY MIBLIC W COMISSION EXPIRES FACILITIES APPURTENANT THERETO EXISTING WITHIN THE[AIDENTS DEVELOP ENT. EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON THE BEING CROSSED OI RECROSSED. RO USE OR OCCUPATION OF SAID' PLAT BY TERMS SUCH AS 'OUTLDTS', 'COMMON ELEMENTS'. 'OPEN SPACE'. COMENCING AT A FOUND STONE AT THE SOUTHEAST CORNER OF SAID MY COMAII SION EXPIRES EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE MY CHANGE IN 'OPEN AREA', "LOYOM GROUND', 'PARKING', AND 'COMMON AREA'. THE SECTION 30, THENCE NORTH OI DEGREES 10 MINUTES W SECONDS WEST GRADE OR IMPAIR OR CHANGE THE SURFACE DRA114W PATTERNS:" TERMS "COMMON AREA OR AREAS' AND 'COMMON ELEMENTS' INCLUDE REAL ALONG THE EAST LIME OF SID SECTION 30, A DISTANCE OF 2650.43 FEET - PROPERTY SURFACED WITH INTERIOR DRIVEWAYS AND WALKWAYS, BUT TO THE EAST OMRTER CORNER OF SAID SECTION 30 FOR A POINT OF FOLLOW)NO ANY WORK TO BE PERFORMED W TINE UNITED CITY OF FX ODES REAL PROPERTY PHYSICALLY OCCUPIED W A BUILDING. SERVICE BEGINNING; THENCE SOUTH 01 DEGREES 10 MINUTES 20 SECONDS EAST YORIKVILLE IN THE EXERCISE OF 179 EASOWNT RIGHTS HEREIN GRANTED, BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL. RETENTION POND ALONG SAID EAST LINE, 802.04 FEET; THENCE SOUTH GG DEGREES 45 SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE OR MECHANICAL EQUIPMENT. MINUTES 4I SECONDS WEST, 2.46 FEET; THENCE MONTH 01 DEGREES 14 " RESTORATION. INCLUDING BUT NOT LIMITED TO, THE RESTORATION, MINUTES 16 SECONDS MST, 1241.43 FEET.;THOEE:NORTH 89 DEGREES 29 KENDALL COUNTY RECORDER'S CERTIFICATE REPAIR OR REPLACEMENT OF PAVMF#T. CURB, GUTTERS, TREESr LAWO OR RELOCATION OF FACILITIES WILL RE DONE BY GRANTEES AT COST OF THE MINUTES 52 SECONDS EAST, 2.19 FEET TO A POINT OONN SAID EAST LINE. SHRUBBERY, PROVIDED. HOWEVERt�THAT SAID CITY SHALL GE OM.I GATED. GRANTOR/LOT OWNER, UPON MITTEN REQUEST. � SAID POINT BEING 739.40 FEET NORTHERLY OF SAID EAST QUARTER STATED ILL IN0I SI STATE OF ILLIMDISI FOLLOWING SUCH MAINTENANCE WOW, TO 6ACKFILL AND MOUND ALL TRENCH CORNER; THENCE SOUTH 01 DEGREES IB NI NOTES 22 SECONDS EAST, ) S.S. CREATED SO AS TO RETAIN SUITABLE DRAM NAME, TO COLD PATCH AW 737.40 FEET TO THE POINT OF BEGINNING, ALL IN THE TOMMSHIP OF SS' COUNTY OF KENDALL) ASP ALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRIS AND COUNTY ON KENDALL) BRISTOL, N[NGALL COUNTY, ILl IN01f. j} r SPOIL, AND TO LEAVE THE MAINTENANCE AREA IN A OENGRALLTCLEAN AID THIS INAUENT WAS FILED FOR RECORD IN THE WOROMML I KE CORD IT ION. MD BOTH PARCEL!DE9CRI BED AS FOLLOWS; i JOE WYMOT, CITY INEER THE UNITED CITY OF YORKVILLE. RECOBDER'4OFF ICE OF KENDALL COUNTY, ILLINOIS, CN THE DAV Dp HEREBY CERTI AT THE RE D IMPROVEMENTS HAVE BEEN CONSOLIDATED DESCR IPTIOM OF �. A.D., 2Q_AT_O'CLOCK_.M. AND INSTALLED OR,.3 REQUIRED 0 E COLLATERAL HAS SEEN POSTED TWIT PART OF THE WEST HALF OF SECTION 29, MD PART OF THE EAST WAS RECORDED IN BOOK_OF PLATS ON PAGE FOR TIE COMPLETION OF ALL RE IMPROVEMENTS. HALF aF SECTION 30. TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD KENDALL COUNTY RIGHT TO FARM STATEMENT PRINCIPAL MERIDIAN BEING DESCRIBED AS FOLLOW- �' DATED AT YORKVILLE. ILLINOIS:., DAY OF 2003. COMEXCING A7 THE lOUTNSMEST CORER M SID SECTION Y9 PER COUNTY RECORDER STORMWATER MANAGEMENT EASEMENT PROVISIONS NOTICE: MONUMENT RECORD 76-5256; THENCE NORTH OI DEGREES 14 MINUTES IS CITY ENG RESPELL ETHER HAS A LONG. RICH TRADITION IM A8RI CULTURE AND SECONDS WEST IBEARIM6S ASSUMED FOR DESCRIPTION PURPOSES ONLY1. AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY RESPECTS THE ROLE THAT FANNING CONTINUES TO PLAY MAORIS THE 3389.67 FEET ALONG THE NEST LINE OF RNA YOUTH CAMP PER PLAT OF ` OF"YORKVILLE MARKED ASD RI ITS SUCCESSORS AWED EMENT"ASSIGNS. OVER ALY.OF . EDUSTRY M INDITV OF THE COUNTY. PROPERTY THAT SUPPORTS THIS SURVEY PREMED BY JANE!M. OLSON ASSOCIATES, LTD.. DATED 6-10-96 rEF_N_DAL I COUNTY CL ERK'S CER_11FICA_TE AREAS MARKED OR THE OUTER TUAL RIGHT EASDENT" (aAND A THO!S.M.E.1 USE. A Y IS CON INDICATED 6Y A 2E I D )HOUSTON - 4-I OHM SPECIAL INO. 5512-AI TO THE POINT OF BEGINNING AT THE SOUTUKST CORNER OF SU 014 THE PLAT FOR THE PERPETUAL RIGA, PRIVILEGE, AMO NTAIN HID TO USE. AWOKE D BETAWARE T A RESIDENCE OB FACILITY REM THIS PROPERTY CONVEYED PER DOCNA DIT 896707; THENCE NORM S6 DEGREES 29 STATE OF,:ILLINOIS) SURVEY. CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, NAINTAIM ANG RESULT!MOULD SI AWARE TWAT NORMAL SIGHTS, NOIS PRACTICES MAY MINUTES 52 SECONDS EAST. II069.11 FEET ALONG THE SOUTH LINE OF SAID SS. OPERATE !TOM SEWERS ANG THE MHO ES, CR CH BOEMENT AREAK TOBETIEP RESULT IM OCCASIONAL SMELLS, DUST, SIGHTS, NOISE AND UNI AR PROPERTY PER DOCUMENT 596707 AND ALONG THE SOUTH LINE OF CIMARRON COUNTY. KENDALL) WITH AW AND ALL NECESSARY IC AND CO CATCH BASINS, SAN(TART HOURS OF OPERATION THAT ARE NGT TYPICAL IN OMEN 20NING AREAS. RIDGE SUBDIVISION MD CIMARRON RHOBE-7W0 SU601V ISI ON TO A FENCE STATE OF ILLINOIS) REVERS,WATER MAI NG, ELECTRIC AND COMMIICATI ON CABLES," LINE; THENCE SOUTH 12 DEGREES 46 MINUTES 42 SECONDS EAST, 521.27 laa APPURTE ANC DITLHEY, !WALES, AND OTHER SBY!AIDES AND 1, COUNTY CLERK BE KENDALL COUNTY, COUNTY OF KENDALL) APPURTENANCES AS MAY 8E DEEMED NECESSARY 6Y MAID CITY, DYER. UPON, FEET ALONG SAID FENCE LINE; THENCE SOUTH 06 DEGREES 50 MINUTES 25 RLLINOIS, 00 HEREBY CERTIFY THAT THERE ME NO DELINQUENT _ SECODS WEST, 170.51 FEET ALONG SAID FENCE LINE; THENCE 650TH 14 KME7IERAL:TAXES, NO UNPAID CURRENT GENERAL TAXES OF SPECIAL ALONG. UNDER MD SS ACRH SID INDICATED EASEIECE ARY MEN WITH DEGREES 5G MINUTES 13 SEFADO WEST.127.66 FEET ALONG 511,FENCE APPROVED AND ACCEPTED BT TIE- OR AND CITY COUNCIL Of TIE THE RIBNT Oi ACCESS ACROSS T!E PROPERTY FOR NECESSARY MEN MD ASSESSMENTS, MD UNPAID FORFE)TED TAXES AND NG RWEEMABLE EQUIPMENT TO 00 ANY OF THE ABOVE WORK. TIE RIOIHT IS ALSO GRANTED LIKE; THENCE BWi11 YO DEGREES 12 MINUTES TS SECONDS WEST. 102.40 TAX SALES AGAINST MY OF THE LAND DESCRIBED IN THE FOREGOING UNITED CITY OF YORKVILLE, IL IS, THIS DAY TO CUT DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS ON FEET ALONG SID FENCE LINE TO THE SOUTH LINE EXTENDED WESTERLY BE CERTIFICATES. OF , 20_. THE EAS6ENT THAT INTERFERE WITH THE OPERATION OF SEVERS OR OTHER LOT 4 IN CONOVER'S THIRD SUBDIVISION; THENCE SOUTH M DEGREES O4 MINUTES 25 SECONDS EAST, 99.32 FEET ALONG S10 EXTENDED SOUTH LINE UTILITIES. NO CHANGEETO TH LOINGf SWILL BE PLACED ON SAND I FUNTHFR CERTIFY THAT 1 HAVE RECEIVED ALL STATUTORY FEES IN STRUENT. NG CNMBE TO THE TOPOGRAPHY OB BE ADE WI MANAGEMENT. TO THE CENTER LINE OF BLACKBERRY CREEK; THENCE SWAN SO DEOREE9 CONNECTION WITH THE ANNEXED PLAT. STHUCTIMIES WITHIN THE EA9EYENT AREA SITY.L WE MADE WI TfO17T EMPRESS O4 NN NGTES 31 BECOg4 WEST, 45.00 FEET ALONG SID CENTER LINE; THENCE LOUTH Of DEGREES 24 MINUTES 52 SECONDS NEST. 15.30 FEET WRITTEN CONSENT OF THE CITY ENGINEER, BUT SANE MAY BE USED FOR ALOMS SAID CENTER MIN[; THENCE SCUM N DEGREES 45 YINNTE9 41 GIVEN UNDER W HAND AND SEA.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 RNA YOUTH CAMP, ILLINGIl, THIS DEY OF A.D., 2�. USES OR RIGHTS. AFORESAID; THENCE NORTH 01 DEGREES 14 MINUTES IS SECONDS WEST, 1241.43 FEET ALONG SIO WEST LIKE TO THE POINT OF BEGINNING, ALL TINE OWNER Oi TVIE PROPERTY SHALL NAGEME T AREA ANDE FOR THE IN THE TOWSON IP OF BRISTOL. KENDALL COUNTY. ILLINOIS. MAINTENANCE OF TOE YORK ILLER TILL PEMENT AREA AND APPURTENANCES. THE UNITED CITY OF YONKV ILLS WILL PERi01N ONLY 61Efl6ENCY THE PUT HEREON DRAW) IS A TRUE AND CORRECT REPRESENTATION OF COUNTY CLERK PROCEDURES AS DEEMED NECESSARY BY THE CITY ENGINEER OF THE UNITED SAID SURVEY. DMENSIONS ARE SHOWN IN FEET AD DECIMAL PARTS CITY OB YOKIKVI LLE. THEREOF. O'ANFR MM DEVELOPER I FURTHER CERTIFY THAT THE PROPERTY SHORN ON THE PUT HEREON DRAW) IS SITUATED WITHIN THE CORPORATE LIMITS OF THE CITY OF RISTO BUILDERS, INC. BRISTO.WHICH HAS ADOPTED A COPREHENSIVE PLAN AND WHICH IS EXERCI SING THE SPECIAL POWERS AUTHORIZED BY DIVISION 12 of STATE OF ILLJ NOISI I ANDS CAPE EASEMENT PROVISIONS BRISTOL, ILLINOIS 60512 ARTICLE 11 OF DEDNANGSTISLTICBAfEO UPON A REYp OFOBEIE EDERLL COUNTY of KENDALL) IaA PH: (630) 551-4845 AND EMERGENCY MANAGEMENT AGENCY (FEMAI FLOOD INSURANCE RATE MAP A NGN-C%CLUSHVE ASSOCIATE N. AND T IS RESERVED FOR AND SSIGNS TO COMMUNITY PANEL NUMBER 170D410020 WITH AN EFFECTIVE DATE OF APPROVED AND ACCEPTED BY THE COMMISSION OF THE THE HALL THER'7 ASSOCIATION, ANG THEIR SUCCESSORS AND AS7IONS FAX: (630) 553-1250 JULY 16. EGGS. IT IS W OPINION THAT PART OF SAID LOT 134 OVER ALL THE AREAS MARKED'LANG4CAPE EASEMENT' 011 'L.E.'ON THE PLATTED HEREON IS LOCATED WITHIN A SPECIAL FLOOD HAZARD AREA UNITED CITY O'YORKVILLE. ILL- S, THIS DAY FLAT FOR THE PERPETUAL RIGHT, PRIVILEGE AMID AUTHORITY TO AS IDENTIFIED BY SAID FEWA MAP. THIS PROFESSIONAL SERVICE OIF 20_. CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT,MAINTAIM, REMMOVE. PREPARED BY: CONFOR S TO THE CURRENT ILLINOIS MINIMUM STANDARDS FOR A REPLACE AND ALTER LANDSCAPING, SUBDIVISION MONUMENT SIGNS. �I�T�I CEMCON Ltd. LIGNTI NG AID APPWTENARCES THEREOF, AS MAY BE DEEMED NECESSARY BY - BOUNDIAV!uw[r. SID ASSOCIATION. OVER, UPON. ALONG AND THOUGH SAID INDICATED ,l}\ALv�/J wrong E„SirNAr7.LmM SurvayM6 A PRmMn GIVEN UNDER W HUD AND SEAL THIS 15TH DAY EASEMENTS, TOGETHER WITH THE RIGHT OF ACCESS ACROSS TIE PROPERTY 2280 WH1E CAN CIRCLE.SUITE 100 OF FEBINMr, A.D., 2006. J CHAIRMAN FOR NECESSARY PERSONNEL AND EQUIPMENT TO DO AW OF THE ABOVE MAORI(. THE RIGHT IS ALSO GRANTED TO CUT DOWN, TRIM, MAINTAIN, BJJ110-4 60502-6675 REPLANT OR REMOVE AW LANDSCAPING. NO PERMANENT BUILDINGS SHALL PH:(5.70)662 2100 iAX:(600)652-2196 BE PLACED WITHIN SAID EASEMENTS. INSTALLATION OF FENCES OR •-mall,oOdOkORWWDOa11 )' ALTERATION OF LANDSCAPING SHALL ONLY BE PERMITTED WITH THE DISC NO.:712.002 FILE NAME:PUT ILLINOIS PROFESSIONAL LAND SURVEYOR NO. 3072 WRITTEN CONSENT AND APPROVAL OF THE SAID ASSOCIATION THROUGH ITS DA N.KS ID WN By: . K .SK./PG.NO.: A92/1-7 W REGISTRATION EXPIRES ON NOVEMBER 30, 2002 ADOPTED POLICIES AND PROCEDWE9. PROFESSIONAL DESIGN FIRM LICENSE NO. 194-002937 COMM.EHON OMTE 1 10-04-05 EA8 MENT 712D02 EXPIRATION DATE IS APRIL 30, 2007 REVISED:4-4-05/NOA INNOSCME FASEMEM Capyrl4M 0 zDm caama,ua A r;WP.,aaar.aa ) UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC # APPLICATION & PETITION FOR CONCEPT PLAN REVIEW AND COUNTY MILE AND ONE-HALF REVIEW UNDERLYING TYPE OF REQUEST: Annexation&Zoning Rezoning PUD Amendmen 1 t/2 Mile Review Development Name: L'] �-�j E� Date of Submission: 194h 1. Name of Petitioner(s): Address: &'3 �1S.T�2c—.& 5.rat r=iw i_( 400m4 Phone Number: [p'No- Fax Number: ScaA .g=gnc*• Relationship of Petitioner(s)to subject property: Xov,/mer [] Developer [] Contract Purchaser 2. Name of holder of legal title, if different from#1: HL_+.1 Nalz"I tL , mac.. : HF LW "PL-1\Omar L.LC If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: 3. a). Street address and physical location of subject property: WCOMAWEST � Q ��1 • M b). Legal description of property; attach as Exhibit"A". c). Total Acreage: Is,a I , d). Kendall County Parcel Number(s) of property for which PUD is sought: e). Current Zoning Classification: • f). Zoning Classification Sought: g). Is this property within City limits? Yes No, requesting annexation (If no is checked, is the property contiguous with existing City boundaries? Yes No) Page 1 of 7 United City of Yorkville ConcepU1-1/2 mile Review Application Revised: 2/25/04 4. Contact Information: Name, address, phone number and fax number of person to whom ini es regarding this petition may be directed: 4 6 S iS go4 k6l� �- S--,jTi-k E L611 i► <�D 17 7 Attorney: Name: Ej (-f1 ;cMM2�+ ►Tl�:(BIZ-eSirK- C;�py;►.x? �'-��=5 t' Address: I Z 5 (.,,)6yTV R b;9tiEf r Q(W- LJ l 6(D T-40 Phone Number: 630 3'j S-5-600 Fax Number: Engineer: Name: �� 1T!A *F NL-1 1�E%:,I NCB Address: 7(. ,)0H,,1 5 r Phone Number: Fax Number: SSA"710 Land Planner: Name: r->_�1�1 �WC—. Address: I[Cs�v. t--IAlW 1M ik 2938 Cki&% Coo(1'4 Phone Number Fax Number:&30 •Gj -C5C(? 5. If 1-'/z Mile County Review,what is county zoning currently? Requested Zoning: Zoning of surrounding parcels: North: South: East: West: 6. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description. b. 15 copies each of the application,proposed drawings, location map, site plan are needed to be scheduled for the staff review meeting. c. Appropriate filing fee(Please refer to Page 4 of this application"Petitioner Route, Step 1, Fees"and/or contact the Deputy Clerk for verification of this amount). For the Plan Commission Meeting, an additional submittal is need as follows: d. Concept Plan: 35 sets folded to fit in a 10"x 13"envelope e. 35 copies of the application with legal description. Page 2 of 7 United City of Yorkville Concept/I-1/2 mile Review Application Revised: 2/25/04 07/17/2006 16: 14 FAX 16303555976 DBCW im 001/001 JUL-17-2006(NON) 11:51 mmmuutIIt Lnnu Imve�oIneit13 %1nnJI%Pm-6u IJL -- In wimess wbarcof the following pcddoner(s)have submitted this application under oath and va*that to tba best of their lrnowlcdgc its eonteab arc M36 and MrOCt Date: -7 I-7 /0 Ca Peel' rr(s)sip Subscn'bed and sworn,to befWa me this aA &Y of = G OFfipAt�Al AM1rA M VOOCRi1111M �.j Ilpltl Notary M =*AN f� T.flls APPLfCi!17O1Y MUST AW NOTrlR1ZED. pap 3of7 Ua k&dcloofr.rkrftCmoeW-102ms=,a.1cwAWW W sa.bak zas+o+ DEPICTION AND LEGAL DESCRIPTION OF NORTHERLY PORTION OF R-2 CONVENTIONAL RESIDENTIAL PARCEL CHO1/12439329.4 SMITH ENGINEERING&XMI CONSULTANTS, INC 4A1rN,n>raXrauoNa AMCN4apls NIMe suRYLYORs RM PARCEL J.- "ISM emu i ZOItiII �IG EXHIBIT THA PAR T OF TH£ NOR 7)•NEST 1 4 OF SECTION 5 AND -- +^•-� NORTHEAST 114 OF SECTION 6, TOWNSHIP 37 NORTH, RANGE wIMNHS roor�iISIOMAt,owo nai I e+-mia 7 EAST OF HH£ THIRD PRINCIPAL MERIDIAN, DESCRIBED As UNITED CITY O F YO R KV I L L E FOLLOWS• BEGINNING AT THE NORTHWEST CORNER OF SECTION PLO 'c SIANIMM�"�°-='�°'4 5; THENCE EAST ALONG THE SECAOV LINE 1331.4 F£ET,• PROPOSED ZONING - R-2 NE CORNER OF THE-, "r".9`7`°" THENCE SOUTHERLY ALONG A LINE FORMING AN ANGLE OF 90 POB PARCEL 3(2) NW QUARTER 5-37-7 DEGREES 7 MINUTES MEASURED FROM WEST TO SOUTH FROM NW CORNER 5-37-7 THE SECTION LINE, 2321.5 FEET; THENCE KESIERLY ALONG A FGILCIT LINE FORMING AN ANGLE OF 89 DECREES 33 MINUTES �� �� AMA MEASURED FROM NORTH 70 WEST FRAM THE LAST DESCRIBED COURSE, ; THENCE SOUTHERLY ALONG 5 1328.7 FEET TO THE 1117.22' 1331.4' 1319.49' N89°41'06"E f0 WEST LINE OF SECTIOV THE SECTION LMIE, FORMING AN e'• s ANGLE OF 89 DEGREES 27 MINUTES, MEASURED FROM EAST TO Orr SOUTH FROM THE LAST DESCRIBED COURSE, 146.4 FEET, North Line of the NW 1/4 THENCE WESTERLY ALONG A LINE FORMING AN ANKLE OF 89 North Line of the NE 1/4 5-37-7 w I1 I DEGREES 58 MINUTES, MEASURED FROM NORTH TO WEST FROM 6-37-7 THE SECTION LINE, 1553 FEET, THENCE NORTHERLY ALONG A au• An LINE FORMING AN ANGLE OF 89 DEGREES 33 MINUTES, W � E "" MEASURED FRDM EAST TO NORTH FROM THE LAST DESCRIBED COURSE, 2461.1 FEET 110 THE NORTH LINE OF SECTION 6, � THENCE EASTERLY ALONG SAID NORTH LINE 1534 FEET TO THE Lu • RZKVVILL OWNER: LASALLE NATIONAL BANK POINT OF BEGINNING, EXCEPTING THEREFROM THAT PART OF TRUST NUMBER 116633 THE NORTHEAST 114 OF SECTION 6, T0f4NS1-9P 37 NORTH, P.LN. 02-05-100-001 (EXISTING ZONING A-1) o RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, LYING (PROPOSED ZONING R-2) O SOUTH AND WEST OF THE FOLLOWING DESCRIBED UNE, �! O OWNER: ST NUMBER ER 1165(BANK io $ � BEGINNING AT A POINT 1876.07 FEET SOUTH OF lNE OWNER: LASALLE NATIONAL BANK `RTi X55 irX c�X TRUST NuMeER „fi6aa io NOR THEASr CORNER OF SAID SECTION 6, SAID POINT BEING TRUST NUMBER 116533 i/i• X, N P.I.N. 02-05-400-001 r> P.I.N.02-06-200-002 ` _ OVL N 0 ON THE NORTH LINE OF THE LAND CONVEYED TO ♦ (EXISTING ZONING A-1) c COMMONWEAL TH EDISON COMPANY BY DOCUMENT NO. 73-2847 (EXISTING ZONING "-2 00 04 N Z (PROPOSED zoN1NC a-2) 00 (TRACT 1),• THENCE WEST ALONG SAID NORTH LINE 113.3 17 CO (PROPOSED ZONING R-2) rn � OWNER: BAILEY MEADOWS > �� FL�S i0 P.I.N. 02-05-200-005 FEET TO A POINT OF INTERSECrTON WITH A LINE 415.0 FEET : 4 p+3� PG N (EXISTING ZONING A-t) PERPENDICULARLY DISTANT EAST AF AND PARALLEL WITH THE EAST LINE OF THE LAND CONVEYED TO EARL P. AND EMMA V. � ro Cl) KON/OEK BY DEED RECO?O£D As DOCUMENT NO. 136414 IN g 1 N 51{I/'Tf� GY]�11Td4'7+ BOOK 126, PAGE 41; THENCE NORTH ON SAID PARALLEL LINE, 8 PETER J HEMWER P.E., GENERAL MANAGER OF LAND DEVELOPMENr ALSO BEING THE EAST LINE OF THE LAND CONVEYED TO SAID COMMONWEAL TH EDISON.COMPANY BY DOCUMEN r NO 73-2841 W t3 (630) 553-7560 (TRACT I), 7897.19 FEET TO THE NORTH LINE OF SAID �o CRAIG L. -75 P.L.S. SENIOMP SfARYEYg4 SECTION 6 AND THE POINT OF TERMINATION; AND ALSO d? (630) 553-7560 EXCEPT THAT PART OF THE NORTHWEST I14 OF SECTION 5. 9 TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL 1328.18'CALC 1322.46'C I COMMONWEALTH EDISON RIGHT-OF-WAY 1133.17' P.LN. 02-OS-lOp-004 ���P.I.N. 02��RIGHT-OF-WAY MERIDIAN LYING SOUTHERLY OF A LINE EXTENDED EASTERLY COMMONWEALTH EDISON RIGHT-OF-WAY FROM A POINT ON THE WEST UNE OF SAID NORTHWEST 114 �x41�TM Eolsxu 0-001 RIGHT-Mr-WAY P.LN. 02-05-IOC-a,2 OF SEC1rOv 5 WHICH Pow IS 1876.07 FLrET SOUTH OF THE P.I.N. oz-o6-2GO-oo, ; OWNER: K. SCHULTZ NORTHif£Sr CORNER OF SAID SEC77ON 5 TO A POINT DN THE P.I.N.02-05-100-005 NORTH AND SOUTH CENTER LINE OF SECTION 5, WWICH POINT �9 /S 182885 FEET SOUTH OF THE NORTH QUARTER CORNER OF DINNER. K -100-02 (EXISTING ZONING A-1) P.I.NNN0-06-200-003 ; P.I.N. 02-05--100-003 S41D SEC1701V 5, ALL W THE TOWNSHIP OF BRISTOL, KENDALL (EXISTING ZONING A-1) (EXISTING ZONING A-1) 1323.10' S89°13'11 W�_� W _/ - -- COUNTY, ILLINOIS v N ALSO IHAr PART OF THE NEST M OF SECTION 4. PART CIF srcnm A PART or THE NORTHEAST X CIF SECTION 8 AND PART OF ME NORTHNIEST X OF SECTION OWNER: MPUVIO.LLC 9. ALL AV rONVSHIP 37 NORIH, RANGE 7 EAST OF THE ROW PRINCIPAL MEROIAN, DESCRIEIED AS FOLLOWS SE•GIANINC AT INE POINT OF AVTEMCTION OF NNE P.I.N. 02-05-300-003 � CENTER LANE OF GALENA ROAD AS NOW ESTABLISHED ACROSS SAID SECTION 5 WIN PC HEST LAVE OF THE EAST X or SAID s£CTION X /HENCE NORM 0 (EXISTING ZawNC A-1) DEGREES 02 MINUTES 49 sEcomos NEST ALONG SAID NEST LAZE, 2673:1J FEET TO A POINT 2 327.34 FEET SOUTH OF THE NORTHEAST CORNER OF THE (PROPOSED ZONING R-2) NOPTHHES'T X OF SAND SECTION 5,• PENCE WRIH 89 DEGREES 36 MINUMs 30 s£cavDS HEST 132.210 FEET,• THENCE NORM 0 DEGREES 02 MINU1Es Jo sE'c Avs EAST 2325.56 FEET To THE NORIN LINE OF SAID SECTION 5; THENCE SOUTH 89 DEORfES 41 MINUTES 06 srco Os EAST ALONG SAID NORM UNE ch 1J/149 FEET TD /HE NORPHESr COMFIER OF IH£NORTHEAST it OF sw sLrcwV 3; THENCE SOUTH.DO DEGREES 02 AIAvUIEs 49 SECONDS EAST ALONG THE POB PARCEL 3(1) N NEST LAN£ OF SAID NORTINEAST X r82A36 FEET. THENCE MO�RIN.89 DEGREES DB MINUrEs EAST 3596.80 FEET To THE cvimR LINE OF ROB Roy Ot71� THENCE CENTERLINE GALEt�ROAD SOUTH 0 DEOVEES 22 WWTES OJ SECONDS EAST ALONG SAID CENTER UNE 781.86 FEET; THENCE SOUTH 2 DEGREES 43 MINUTES 14 SECONDS HEST ALONG SAO AND EAST LINE,f I~'t 5 t 1zF CENTER LAVE JDOOt fEET; HENCE SOUTH 69 DECREES 40 MINUTES EAST 291.15 FEET; THENCE SOUIN 0 DEGREES 56 MINUTES 40 SECOWS NEST 24028 FEET; THENCE NORTH 89 DEGREES 14 MINUTES 01 S£Cdv05 EAST 14Id5/ FEET 10 THE£AST.LINE OF 1iIE M£ST OF SAND SECTION 4; )HENCE SCUM 0 DEGREES 02 SEC�J�j�l. y3 -t °'t`€i •�'::r MINUTES 57 SECONDS EAST ALONG SAID EAST LINE 991.84 FEET,• IWNC£SOUTH 89 DEGREES 09 MINUTES 06 SECONDS NEST 1745.17 FEET TO THE CENTER LAVE :�� `t' ° •=`r '- OF SAO R06 ROY DITCH; PENCE SOUTH 3 DEGREES 28 MINUTES 51 SECONDS NEST ALONG SAID CENTER LANE 137-175 FEET; NENC£SOUTH 30 DEGREES 24 PREPARED ON SEPTEMBER 22, 21 '�_ MINUTES 07 SECONDS HEST ALONG SAID CENTER LINE 600.81 FEET 10 THE CENTER C/Nf OF SAID GALENA ROAD; PENCE NORM 7?DEGREES 44 MINUTES NEST Aw:; GRAPHIC SCALE ALONG SAID CENTER LIVE; J31Q05 FEET 10 1H£POINT OF BEdNNAVG PREPARE Y: _ �` EXCEPTING THEREmm THAT PART OF M£NoRMNEST X OF SECT 5 TOHNSH/P 37 NORTH RANGE 7 EAST OF THE PtRO PR/NCPAL MERIDIAN LYWG SCUM - _ `/ �SIO 0 250 500 1000 2000 OF A LINE EXTENDING EASTERLY FROM/A PANT ON SAID HEST UNE OF THE NORMHEsr X NMCH POINT IS 1876.07 FEET SOUP OF THE NORNNEST CORNER OF �7 SAID SECTION 5 TO A POINT ON THE NORTH AND SOUTH CENTER LINE Or SAID SECTION 5 NN►CtN PONT Is 1828.85 FEET SOUP OF sA10 &wrH OUARTER CORNER, A. pop AND EXCEPT A SIMP OF LAND 205.00 FEET lw0£ Av THE NORTHEAST X OF SECRov 5 AND THE NoRPNEST X OF SECTION 4 TONNSHIP 37 NORTH RANGE 7 CRAIG L. DUY '"`'' ti ( IN FEET ) EAST or 5. rHiRD SOUTH ALONG THE NORTH SOUS NE OF SAID SE�AADIs ANCE G 28T CORNER 85 PU TAO TH NORIN LINE OF PROPERTY ILLINOIS PROFESSIONAL L ND SURVE ibO�Zj;�r Inl�i � EXH 1 B I T B-2 (2) ;:,. 1 inch 500 ft. CONVEYED IO THE LASALLE NATIONAL BANK, AS MUSIEE UNDER (RUST AGREEMENT DAZED FEBRUARY 10; 1967, KNONN AS MUST NO J59IJ RECORDED AS No. 3359 (EXPIRES: 11/30/06) DOCUMENT NO. 154J68 IN BOOK 152, PAGE J92 AS SAID NORTH LTV£IS M011NUMENIED AND OCCUPIED HEREINAFTER REFERRED TO AS UNE 18, FOR THE POINT OF atom N(n THENCE£AST ALONG SAID LAN£ "S" A DISTANCE CF J59f 80 FEET TO THE CENTER LAVE OF ROO ROY DITCH. THENCE SOUTHERLY ALONG THE CENTER LAVE OF ROB ROY DITCH FORMING AN ANGLE OF 90 DEGREES 29 MINUTES 57 SECONDS To NE RIGHT WM THE PROLONGATION OF INE LAST DESCRIBED COURSE, ZONING EXHIBIT A D/sTANC£OF 205.00 FEET TO THE INIERSECnO'v WIN A LINE 205.00 FEET PERPENDralLARL Y Ofs IAN T SOON OF AND PARALLEI wrH ME AFORESAID UNE '14 NOTES: TO THE UNITED CITY O F YO R KV I L U THENCE NEsr ALONG THE LAST D£SCR/B£D PARALLEL LINE A DISTANCE OF 3598.47 FEET To THE NORTH AND SOUTH CENTER UNE O,sAto SECTION A. PENCE • This mop was created for use in o annexation exhlWii. This mop is not NORM ALONG SAID NORTH AND SOUTH CENTER UNE 205.02 FEET TO THE POINT or BEG/NN/NC, to be used for any construction or stoking purposes without consent from GALENA ROAD, WEST OF 1L. RT. 4. a proper agent of Smith Engineering Consultants. Inc. EAST OF ELDAMAIN • This IS NOT o I, of Survey, No assumptions or otseements os to AND ALSO EXCEPT THAT PART CF TH£ NEST HALF OF SAID SECTION 4 LYING EAST OF THE NESr RIGHT CIF WAY LINE OF ILLINOIS ROUTE 47, IN KENDALL COUNTY, Ownership, use, or possession con be conveyed from this document. Rweol OMIM on I DAM PFAAW N ILLINOIS • No underground improvements hove been located unless shown and noted. L JtL 9 / 0150742.0 • No distance should be assumed by scaling. a DFSt101m FIOI¢may• MEET NC AND ALSO EXCEPT THAT PART LYING EAST OF THE HEST LINE OF INE EAST HALF OF SAID SECTION A IN KENDALL COUNTY, ILLINOIS • This mop is void without originol embossed or red colored seol and signature affixed a 1Hlr.AGILE: I OF a an Location Map r.rT.sok Ron bY. ��' '��Opaw •�. I I MEMO so ■■■■■■� �� 11111111111■ � ■■■■■■■■ ■■■■■■■ ■ ■ �� ■1111111111 � :. _ £ _.: ■ ■■ ble ■■■■■■■■■■■■■ �� ■11111■ - .- ■■■■■■■■■■■,■ - I Site Data Ta NO offing, ■ = �■ L ■ ■■ ■■■■■■■■■�►�� �11111111111■ ■ �� ■ � ��II�111111111� _ .. .. . ,.,1'�� ���■■IIII111111■�� Land Use Legend ' MINIM a Mill , .. �_�►�iliilili��i���il�i►/� _��11���1111111111�� O� �����i�� __ _ __ -__ '=11►� 0 �11111�.111111111� � � � �IIIII�11111111� � �� ����— ♦ � � 1�= = _ _ =f o - 11111111= 17,00 9 :i ���.��il�llllllllll son G�II������� :�1 ■1► �Q���I►� ����II� ��� 1x11 ::._=�_� ���1��� :` yip ��IIii1►j� i �Il�lli�� : : •. . ��I�� ��V` `. — � 1111111► �� -.. . . ZZERNMIM . .. . .. `_` �III�II ���= �` �% G��►Jt�I� �j/l��llllllll�� 11=0=1 , ROW, ��lO 11111►�� �111►�►���� IMMUNE ■ . .. alilll�/: •, � ',� �11111111 ■ o • Dated:July 19,2006 Westhaven • Concept Plan EZ Drawing Number.6082 C6 IANONSION 030061and Vl.lon lnc r/De v eloper Land Planner Marquette Land Investments,Inc. Land Vision,In c. 463 Br 116 Main S treet,Suite 208 Yorkville I l l i n o i s South El gin,Illinois 60177 St Charl es, Illinois 60774 Sheet 1 of 2 PL(630)263-0007 P:(630)584-0591 F:(630)584-0592 fd Location Map site •ii yy Baselirl%Road ''M . Table Total Units- 317 Nonce, oc.5p, s I v _ Total Site Area- 161.34 Ac. vl ..' - - -•' - - -- - - - — ,,, - - - - - - - -- - - - - - _ 1... ,..,� Gross Site Density- 1.%D.U./Ac. - �. Total Open Space/ 40.06 Ac. 24.8% ,•/ ] �. (Detention,Shcool Park Site,Buffers) nI K _ y� I Land Use Legend _.�. _ _ _ j §'- .' Conventional l rp - _ t 1 � 1 I..., =�I �1 1 I I watxt.r laa iunullc ns ,nu lew I _—_ -. II galley Mead w.5a m >u nww. rs tfw, ,xw J1.I .f L._. ..,.I 1 I:.'. I f N++r,d) . I = _ -_ _ _ _ _ _ _ __ __ — 1 >ml I'°• '°'1 I I - sa Urls , inowk. ]or a,n Si,r .. ' I n a• y ie, 1>0 In 1 �� /�. A..e _ _ _ S.ff ilr It L / I s. - - _ sv -- - t -, - - - .1144i All 01 200' 400' TMIF �rrn mass i i N t 52 Wheeler Road• Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630 1466-9380 www.eeiweb.com Engineering Enterprises, Inc. August 3, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Concept Plan— Garritano Property(Marquette Land Investments, Inc.) United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the following items submitted for Concept Plan review: • Application and Petition for Planned Unit Development (PUD) Amendment submitted by Marquette Land Investments, Inc dated July 18, 2006. • Westhaven Concept Plan consisting of 2 sheets prepared by Land Vision, Inc. dated July 19, 2006 • Zoning Exhibit prepared by Smith Engineering Consultants, Inc. dated September 21, 2005 COMMENTS 1. The documents submitted are similar to those previously submitted and approved as Westhaven by Pulte/Del Webb. This application only considers the Garritano property (161.34 acres) north of the Commonwealth Edison right-of-way. 2. The Concept Plan should be revised to include only the property being considered in the application. Sheet 1 should be removed in its entirety and sheet 2 should not include the proposed line work south of the Commonwealth Edison right-of-way. Reference to the future alignment of Beecher Road, however, should be retained. Does the developer intend to retain the "Westhaven" name for this development? Consulting Engineers Specializing in Civil Engineering and Land Surveying 3. The alignment of Beecher Road through the subject property is consistent with the City's Transportation Plan. 4. This site will be able to be partially served by the sanitary sewer being extended through the proposed Bailey Meadows development. Much of the site, however, will be dependent upon the development of the west branch of the Rob Roy Sanitary Interceptor by the Yorkville-Bristol Sanitary District for conveyance of sanitary flows by gravity. 5. One source of water will be available from the east through the Bailey Meadows development. Provisions for a second source of water"will be required, ideally following the proposed Beecher Road alignment from the Westbury development. Should you have any questions regarding the above or required additional information, please feel free to contact our office, Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager pc: Travis Miller, Community Development Director Bart Olson, Assitant City Administrator Lynsey Kawski, Administrative Assistant Trevor Ryan, Marquette Land Investments, Inc. PJH/KMH, SEC JWF/JTW, EEI G:%PubldYorkvillM2003%Y00302 Del Webb-Puke Homes(Galena&Rt.47)VowVwywrotO6newconceptdoc