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Plan Council Packet 2006 08-14-06
c/T o United City of Yorkville 800 Game Farm Road EST _ im Yorkville, Illinois 60560 Telephone: 630-553-4350 Fax: 630-553-7575 CLE ,yam PLAN COUNCIL AGENDA Monday, August 14, 2006 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Corrections: July 27, 2006 2. 9:30 a.m. PC2006-36 -Aspen Ridge Estates Final Plat 3. 10:00 a.m. PC2006-57 - Prestwick Final Plat 4. 10:30 a.m. PC2006-59 - Kritzberg Rezoning 5. 11:00 a.m. PC2006-63 - Kendallwood Estates Final Plat N 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 Be 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,gates,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 Be 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 I.Minimum parking spaces need to be provided. Bristol Bay 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 A 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 3 5 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 9h Plan Commission. Minutes submitted by Annette Williams 2 v' t UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC #� o— 3(o APPLICATION & PETITION Please Check One: Preliminary Plan yX Final Plat Development Name: Aspen Ridge Estates Date of Submission: May 4, 2006 1. Name of Petitioner(s): _Aspen Ridge Estates; L.V,_r_ Address: P.O. Box 1356, Frankfort, IL 60423 Phone Number: Fax Number: 815-464-2032 -76?—/-7�-�ZD(0 2. a). Street address and physical location of subject property: . 1,2024 Fox Road, Yorkville, Illinois 60560 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 125.8 +/- 3. Contact Information: Name, address,phone number and fax number of person to whom inquiries regarding this petition may be directed: Paul Dresden, Managing Member of Aspen Ridge Estates, L-11�-Ca 9217 Gulf StgeaM Rd. . Suite 9019 Frankfort, 1,11 Innis 60123 Attorney: Name:.Robert L. Gamrath TTT, Fc;q. ,QiiarlPG & Rrad:y T,T,P Address: 500 W. Madison St. , Suite 3700, Chicago, Illinois 60661 Phone Number: 312-715-503-7 Fax Number: 312-632-1757 Engineer: Name: DaMd W. .&;1,,,1'r7., P_F_ , Rmirlh F.nginaaring ConcL71tanrG, TnC. Address: 759 John St. , York Mlle, Illinois 60560 Phone Number: 630.-553-7560 Fax Number: 630-553-7646 Land Planner: Name: Phil Stuepfert, SEC Planning Address: 759 John St. , Yo k vi 1 1 , T 1 1;not G 60560 Phone Number: 630-553-1700 Fax Number: 630-553-7646 Page I of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 f 4. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to Page 3 of this application"Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. To begin the review process, the initial submittal must consist of: 1. 6 sets of Preliminary Plans/Final plats folded to fit in a 10"x 13" envelope 2. 6 sets of Landscape Plans folded to fit in a 10"x 13"envelope 3. 6 sets of Preliminary/Final Engineering folded to fit in a 10"x 13"envelope Within one week of receipt of submittal, the Engineering Department will determine if it is complete or if additional information is needed. Once the submittal is complete, the Plan Council Meeting date will be scheduled for the next meeting that is 6 weeks from this date. One week prior to your scheduled Plan Council meeting,you will be required to submit 15 full size preliminary/final site plans for the packets distributed to the members. In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct. . Date: Z641 r Petitioner(s) Signature: (Alf 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��a day of , 200 CP OFFICIAL SEAL MICHELLE L MICELI ! NOTARY PUBW-STATE OF ILLINOIS otalqC8**JSSION S:0.1149Y08 THIS APPLICATION MUST BE NOTARIZED. Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 F PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: 1. Preliminary Plan Fee- $500/Final Plat Fee - $500 a. Engineering Review Fees - 1.25%of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre=$1,000; over 1 acre but not over 10 =$2,00 over 10 acres, but not over 40=$5,000 over 40 acres, but not over 100 =$10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants -under 2 acres=$1,000 2 to 10 acres = $2,500 over 10 acres=$5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs,public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly,they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor, the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 , Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three(plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat,the petitioner must pay the Administration Fee. This is equal to 1.75%of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer,parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City, the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place, the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. Cn,� - e�� .. EWU a� ate f Signature of Petitioners .¢ 11, Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property ' B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads, streets,and alleys, including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems, including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan. D. A development schedule, indicating the approximate dates for construction of the Final Plan. E. Petitioners proposed covenants,restrictions,and conditions to be established as part of the Final Plan. F. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the Final Plan, including the specifics of the Ordinance. SECTION 2: GENERAL PLAN INFORMATION 1. Must be drawn to accurate engineering scale. 2. Must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer 3. The following information.regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. Site data to be provided in lower right hand corner: A. Legal Description B. Size of property in square feet and acres C. Current Zoning D. Square footage&percent of site coverage with buildings E. Square footage&percent of site coverage with pavement F. Square footage&percent of site coverage with landscaping G. Number of parking spaces required by zoning ordinance H. Number of parking spaces to be provided I. Number of buildings J. Number of dwelling units K. Breakdown of dwelling unit bedroom types 5. Landscape data to be provided in lower left hand corner: A. Number of plantings by type B. Size of plantings at installation C. On-center spacing for hedges(Should be 3 feet apart) D. Caliper size of all trees at installation Page 6 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 r CHECK LIST FOR FINAL PLANS, CONTINUED SECTION 3: PLAN DATA REQUIREMENTS 1.. Dimensions of property. 2. Existing and proposed public and private streets,right-of-ways,driveways,all principal and accessory buildings and their uses,dimensioned building setbacks,lot sizes,sidewalks,off-street parking,service areas,open spaces,and recreation facilities. 3. Preliminary architectural plans for all residential buildings,in sufficient detail to show basic building plan. 4. The existing and proposed vehicular and pedestrian circulation systems, indicating their inter-relationship and proposed treatments of points of conflict. 5. Existing and proposed utility systems, including sanitary sewers,water,electric,gas,telephone,and cable television lines,including their sizes. 6. Proposed public and private lighting systems. 7. Existing and proposed easements for utility services. 8. Proposed signage, indicating location and size. 9. Existing vegetation and plantings. 10. Proposed berming and fencing. 11. The location and size in acres or square feet of all areas to be conveyed,dedicated,or reserved as common open space,public parks,recreational areas,school sites,and similar semi-public uses. 12. Any other information necessary to clearly show the proposed site plan elements. Page 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 EXHIBIT A PART OF THE EAST HALF OF SECTION 1, TOWNSHIP 36 NORTH, RANGE 6 EAST OF THE THIRD PRINCIPAL MERIDIAN AND PART OF THE WEST HALF OF SECTION 6, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: BEGINNING AT THE NORTHWEST CORNER OF "PAVILLION HEIGHTS, UNIT FOUR, KENDALL COUNTY, ILLINOIS", BEING A SUBDIVISION OF PART OF THE SOUTHWEST QUARTER OF SECTION 6 AND PART OF THE NORTHWEST QUARTER OF SECTION 7, TOWNSHIP 36 NORTH, RANGE 7, EAST OF THE THIRD PRINCIPAL MERIDIAN, ACCORDING TO THE PLAT THEREOF RECORDED MAY 14TH, 1987, AS INSTRUMENT NO. 872853;THENCE SOUTH 80 DEGREES 29 MINUTES 42 SECONDS WEST (BEARINGS BASED ON GEODETIC NORTH - GPS OBSERVATIONS) ALONG THE NORTH LINE EXTENDED OF SAID "PAVILLION HEIGHTS UNIT FOUR" ALSO BEING THE NORTH LINE OF A PARCEL DESCRIBED BY DOCUMENT #94-01410, A DISTANCE OF 576.28 FEET; THENCE SOUTH 80 DEGREES 32 MINUTES 33 SECONDS WEST ALONG THE NORTH LINE OF A PARCEL DESCRIBED BY DOCUMENT #98-08584, A DISTANCE OF 1345.72 FEET TO A STONE MONUMENT; THENCE NORTH 08 DEGREES 08 MINUTES 10 SECONDS WEST ALONG THE WEST LINE OF THE PROPERTY DESCRIBED BY DOCUMENT 420020004259, A DISTANCE OF 1822.96 FEET TO A POINT ALONG THE SOUTH RIGHT OF WAY LINE OF FOX ROAD; THENCE NORTHEASTERLY ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 463.93 ALONG A CURVE TO THE LEFT HAVING A RADIUS OF 36720 FEET, THE CHORD OF SAID CURVE BEARS NORTH 64 DEGREES 36 MINUTES 24 SECONDS, 463.94 FEET; THENCE NORTH 64 DEGREES 16 MINUTES 01 SECONDS EAST ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 796.97 FEET; THENCE NORTHEASTERLY ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 305.79 FEET ALONG A CURVE TO THE LEFT WITH A RADIUS OF 36045 FEET, THE CHORD OF SAID CURVE BEARS NORTH 63 DEGREES 59 MINUTES 31 SECONDS EAST, 305.79 FEET; THENCE NORTH 63 DEGREES 45 MINUTES 58 SECONDS EAST ALONG SAID SOUTH LINE OF FOX ROAD, A DISTANCE OF 709.33 FEET; THENCE SOUTH 63 DEGREES 28 MINUTES 11 SECONDS EAST ALONG SAID SOUTH LINE OF FOX ROAD PER QUIT CLAIM DEED RECORDED AUGUST 22, 2002 AS DOCUMENT 20020019272, A DISTANCE OF 69.83 FEET, TO A POINT ALONG THE WEST RIGHT OF WAY LINE OF PAVILLION ROAD; THENCE NORTH 05 DEGREES 01 MINUTES 01 SECONDS WEST ALONG SAID WEST RIGHT OF WAY LINE OF PAVILLION ROAD PER QUIT CLAIM DEED RECORDED AUGUST 22, 2002 AS DOCUMENT 20020019272, A DISTANCE OF 59.64 FEET; THENCE NORTH 63 DEGREES 45 MINUTES 58 SECONDS EAST ALONG SAID SOUTH RIGHT OF WAY LINE OF FOX ROAD, A DISTANCE OF 26.82 FEET TO A POINT ALONG THE CENTERLINE OF PAVILLION ROAD; THENCE SOUTH 05 DEGREES 01 MINUTES 01 SECONDS EAST ALONG SAID CENTERLINE OF PAVILLION ROAD, A DISTANCE OF 202.91 FEET; THENCE SOUTH 22 DEGREES 16 MINUTES 52 SECONDS EAST ALONG SAID CENTERLINE OF PAVILLION ROAD, A DISTANCE OF 2346.22 FEET; THENCE SOUTH 80 DEGREES 29 MINUTES 42 SECONDS WEST ALONG THE NORTH LINE OF SAID "PAVILLION HEIGHTS UNIT FOUR", A DISTANCE OF 895.26 FEET TO THE POINT OF BEGINNING, IN FOX AND KENDALL TOWNSHIPS, KENDALL COUNTY, ILLINOIS CONTAINING 125.83 ACRES MORE OR LESS. 52 Wheeler Road •Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Enginaaring Enterprises, Inc. June 16,2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Aspen Ridge Estates Final Engineering and Final Plat United City of Yorkville, Kendall County, IL Dear Mr.Wywrot: We have reviewed the following submitted material for the referenced Preliminary Plan submittal: • Stormwater Management Report prepared by Smith Engineering Consultants, Inc. dated April 28, 2006. • Final Engineering Plans prepared by Smith Engineering Consultants, Inc. consisting of fifty-seven (57) sheets dated April 28, 2006. • Field Exploration and Laboratory Test Results (Soil Borings) by GME Consultants in Illinois, Inc. dated January 28, 2005. • A Final Plat of Subdivision, Aspen Ridge Estates prepared by Smith Engineering Consultants consists of four(4) sheets dated September 6, 2005 Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: Consulting Engineers Specializing In Civil Engineering and Land Surveying 1. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 2. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered/threatened species or natural areas. RECEIVED PREVIOUSLY b. (IHPA) regarding preservation of cultural resources. RECEIVED PREVIOUSLY c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (IEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. 3. A summary of quantities should be provided for all public improvements. In addition, an Engineer's Opinion of Probable Construction Cost (EOPCC) should be submitted for review, and a letter of credit or bond should be placed on file with the City in the amount of 110% of the EOPCC by Aspen Ridge Estates, L.L.C. 4. A street cleaning deposit in the amount of $5,000 should be submitted to the City prior to the start of construction. 5. An Existing Field Tile survey should be provided for review. Any existing field tiles that drain hydraulically upsteam areas should be conveyed by a bypass storm sewer and reconnected to the downstream side of the pipe on the other side of the site. GENERAL 6. Each sheet should contain a notation giving the total number of sheets in the document and should show the relation of that sheet to other sheets (i.e. Sheet_of 57). 7. The Index to Sheets should list each plan and profile sheet with the appropriate road name & stationing and the respective sheet number instead of grouping them all together. (SHEET 1) 8. The word "Sections" is misspelled in the Index to Sheets in the Description of Sheets 2 to 4. The engineer should revise accordingly. (SHEET 1) 9. The street names should include one historical street name from the City list. All Street names should be approved by the City and by KENCOM. 10.AII easements and setbacks should be shown on the engineering plans to ensure that the overland flow route, major drainage ways, and all utilities are constructed within easements and not within setback lines. G.Public\Yorkvi11e12004%YO0441 Aspen Ridge Estates(Dresden)ldocsi,J ywrotFinalEng&Plat05.doc 11.All utility companies should review the easements to confirm their utilities will lie within the easements. The developer should provide proof of their review. SPECIFICATIONS. GENERAL NOTES, SYMBOL LEGEND. &STANDARD ABBREVIATIONS 12.General Note No. 1.E should be revised to read, "United City of Yorkville Subdivision Control Ordinance and Standard Specifications for Improvements". (SHEET 2) 13.General Note 1.H should be added that states "Soil Erosion and Sediment Control Ordinance for the United City of Yorkville"adopted May 11, 2003. (SHEET 2) 14.A note should be added under the General Notes stating no utility structures will be permitted in paved areas including roadways, curb and gutter, sidewalks, pedestrian/bike paths, and driveways (except curb inlets and catch basins that are designed to be installed along the curb and gutter line). (SHEET 2) 15.Under Note No. 4.E in the General Notes on sheet 2, the reference to sand and CA-6 aggregate should be eliminated. All trench backfill should be CA-7. (SHEET 2) 16.Note No. 4.F in the General Notes on sheet 2 should be deleted. (SHEET 2) 17.The following verbiage should be added to Note No. 5 under General Notes: (SHEET 2) ✓ If subgrade conditions are excessively sensitive to moisture or other special conditions, a capped, perforated, plastic underdrain may be required under the curb and gutter. All storm water conduits 12" diameter and larger should be internally televised in color just prior to City acceptance, and should be free of defects, sags, dirt, and debris. All non-RCP storm sewers should also be mandrel tested just prior to City acceptance. 18.Note No. 7 in the General Notes should be revised to specify the following sewer grates, frames, and lids: (SHEET 2) ✓ Continuous Flow Inlet Grate= R-3286-8V ✓ Low Point Inlet Grate = R-3015 ✓ Closed Lid Storm Manhole = R-1772 (with "City of Yorkville" and "Storm" cast into the lid) ✓ Open Lid Storm Manhole (or inlet/catch basin) = R-2502 19.A sentence should be added under Note No. 7 in the General Notes to state the use of adjusting rings is limited to 8". (SHEET 2) 20.The following note should be added as part of Note No. 7 in the General Notes: (SHEET 2) "All sections of the manholes should be completely sealed and butyl rope should be provided, including the casting. Manholes should not be allowed in the pavement, curb, gutter, or sidewalk. All flared end sections 15"or larger should have grates." G:',Public\Yorkville120041YO0441 Aspen Ridge Estates(Oresden)k locs'dwywrotFinalEng&Plat05.doc 21.The first sentence under Note No. 8.13 in the General Notes should be revised to read: (SHEET 2) "Before construction of the road base, all subgrade and granular subbase surfaces should be proof rolled with a minimum of a rubber tired, fully loaded 10 CY dump truck." 22.The following notes should be added under No. 8.13 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 bas course should be compacted to a minimum of 95% modified proctor and should be free of all dirt and debris. It should be proof rolled and approved by the City Engineer. 23.The Specifications and General Notes from Sheet 57 should be moved and incorporated into the General Notes on Sheet 2. The notes should not be duplicated or contradict each other. 24.General Note 9.13 should be revised to state "Smith Engineering Consultants, Inc." and "Aspen Ridge Estates". 25.We recommend adding a note to the Specifications stating, "The Contractor should restore any area disturbed to equal or better than its original use. This should include finish grading, establishment of a vegetative cover (seeding or sod), general cleanup and pavement replacement." (SHEET 2) 26.All fittings, valves and hydrants should be restrained and adequately blocked with pre-cast blocks and poured in place thrust blocking against undisturbed earth. Water Main Note No. 3 should be amended accordingly. (SHEET 3) 27.AII gate valves should have a standard operating nut. Water Main Note No. 4 on Sheet 3 should be revised accordingly. (SHEET 3) 28.Water Main Note No. 6 should specify a 4.5" pumper nozzle. The wording should be revised accordingly. (SHEET 3) 29.The following note should be added after the first paragraph in Note No. 8 under the Water Main Notes: (SHEET 3) ✓Allowable recovery should conform to the Standard Specifications for Water and Sewer Main Construction. The water operator in charge or person authorized by the water operator in charge should be present during all testing. The developer should use the pressure gauge supplied by the City for the test. 30.New water main should be disinfected in accordance with AWWA standard C601. The engineer should revise Water Main Note No.9 accordingly. (SHEET 3) 31.The following note should be added after the first paragraph in Note No. 9 under the Water Main Notes: (SHEET 3) ✓Sampling will be taken by the water operator in charge or persons authorized by the water operator in charge. G:.Putgie,Yorkville120041Y00441 Aspen Ridge Estates(Dresden),does!Ivv�,wrotFinalEng&Plat05.doc t 32.The following note should be added after the third paragraph in Note No. 9 under the Water Main Notes: (SHEET 3) ,,'Water should pass sampling tests on two (2) consecutive days. 33.The developer should reimburse the City of Yorkville for the cost of the water to fill and test new water mains, and also for the cost of laboratory tests after chlorination. The volume of water should be calculated as the volume of 2Y2 times the lengths and diameter of new water mains. 34.Separate symbols should be used for storm catch basin structures and inlet structures. The Symbol Legend should be revised accordingly. (SHEET 4) 35.The following abbreviations used in the plans should be added: (SHEET 4) ✓T1F CL ✓CL A2 ✓CL B2 ✓T8 G 36.The 2% cross-slope at the sidewalks should be labeled on the sidewalks on each side of the road in the Typical Street Cross-Sections. The engineer should revise the cross-section accordingly. (SHEET 4) 37.Under note 8.0 on Sheet 2, an application rate of 0.35 gaVsy is specified for the Bituminous Material Prime Coat, However, in the road cross-sections on sheet 4 an application rate of 0.25 gal/sy is specified. We find an application rate of 0.25 gaVsy acceptable, but clarification should be provided. 38.The callout specifying geotextile fabric in the typical street cross-sections should be revised to state that the geotextile should have a full 18-inch overlap. (SHEET 4) 39.Street lights and gas mains should be shown in the typical street cross-sections in accordance with the Standard Specifications for Improvement (Figure 4). The engineer should revise the cross-sections accordingly. (SHEET 4) 40.On sheet S-5 of the Standard Specifications for Improvement, the aggregate base for sidewalks is specified as CA-7. The engineer should revise callout No.1 in the typical street cross-sections accordingly. (SHEETS 4 & 52) 41. The engineer should revise the surface course to Superpave, Mix C, N50 in the typical street cross-sections. (SHEET 4) 42.The engineer should revise the binder course to Superpave, IL-19.0, N50 in the typical street cross-sections. (SHEET 4) 43.Callouts No.9 and No.10 in Typical Street Cross-Section (Pioneer Lane — Sta 100+00 to Sta. 104+20.79) basically state the same thing. The engineer should remove callout No.9. (SHEET 4) G:,Pubiic\Yorkville,2004\YO0441 Aspen Ridge Estates(Dresden)'ldws"wrotFinalEng&Plat05.doc r 44.Horizontal curve geometric information should be shown on the Plan and Profile sheets. The engineer should verify that the City requirements listed in Figure 2 in the Standard Specifications for Improvement have been met. The geometric information should be shown on the Intersection Elevation and Signage Plans on sheets 36 to 41. 45.The Bristol-Kendall Fire Protection District should review and comment on the adequacy of the proposed cul-de-sac pavement radii. UTILITY PLAN 46.We recommend revising the proposed utility layout for Absaroka Court so that the sanitary sewer / street light are located on the west side of the street and the water main is located along the east side of the street. The small watermain loop from the end of the cul-de-sac could then be removed. The recommended revisions will also keep the distance between fire hydrant No.453 and No.583 within the allowable spacing requirements. (SHEET 6) 47.Street lights should have a maximum spacing of 300 feet and should be located near the side yard line to avoid potential conflicts with future driveways. The engineer should verify that the spacing requirement has been met and also we recommend revising the location of the following street lights to avoid potential conflicts with future driveways: (SHEETS 6 & 8) ✓ Street Light No.16 ✓ Street Light No.34 ✓ Street Light No.38 48.The engineer should verify that Sanitary MH No.126 will not interfere with the driveway at lot 162. Placement of utility structures in paved areas should be avoid. (SHEET 8) PLAN AND PROFILE SHEETS 49.Trench backfill should be provided and shown at all locations under or within 2 feet of pavement including roadways, curb and gutter, sidewalks, and bike trails. The following areas should be delineated for trench backfill: ✓ The areas where water and sanitary services are located under pavement. ✓ Sheet 16 does not have any trench backfill marked. 50.Sanitary and storm sewer should not cross water main and should not be closer than 10' when parallel to water main, whenever possible. If these conditions are unavoidable and water main is greater than 18" above the sewer, no water main protection is required. If these conditions exist and the water main is any closer than 18" when above the sanitary or storm sewer OR if the water main is below the sanitary or storm sewer, then water main protection is required. If the water main is below the sanitary or storm sewer, it cannot be closer than 18" under any conditions. Periodically, water main will require to be "dipped" in order to maintain the 18" separation. A note should be added to the plans stating vertical fittings should never be used to dip water main. Instead, pipe deflection should be utilized. Water main protection should be clearly and consistently marked on all plan and profile sheets. We recommend the following to make it more apparent to the contractor where the locations are: G:':Public\Yorkville120041Y00441 Aspen Ridge Estates(Dresden)lt iocsNv+ywrolFinalEng&Plat05.doc t a. The engineer should bold the text "W.M. Lowering Required" in the Conflict Tag callout boxes where it is required. b. The engineer should add the note"1.5" Minimum Vertical Separation"with a dimension double-sided arrow from the bottom of the higher pipe and top of the lower pipe at each location where lowering the watermain is required. 51.The following conflict tags are incorrect: a. Conflict Tag 74 — Incorrect watermain (WM) top of pipe elevation (TOP) will conflict (SHEET 10) b. Conflict Tag 81 - Incorrect WM TOP will conflict (SHEET 11) c. Conflict Tag 16—Incorrect WM TOP will conflict (SHEETS 15, 19, &30) d. Conflict Tag 21 —Incorrect WM TOP will conflict (SHEET 19) e. Conflict Tags 14 & 15— Remove tag because not required f. Conflict Tag 25A—Incorrect WM TOP will conflict (SHEETS 20 & 30) g. Conflict Tag 28— Incorrect WM TOP will conflict (SHEET 20) h. Conflict Tag 31 —Contradiction between elevations on different sheets (SHEETS 21 &35) i. Conflict Tag 34— Incorrect WM TOP will conflict (SHEETS 22 & 31) j. Conflict Tag 41 — Incorrect WM TOP will conflict (SHEETS 23 &24) k. Conflict Tag 59— Incorrect WM TOP will conflict (SHEETS 26 & 32) I. Conflict Tag 24— Incorrect WM TOP will conflict (SHEET 30) m. Conflict Tag 68— Incorrect WM TOP will conflict (SHEET 33) The engineer should revise the pipe elevations and/or vertical separation labels accordingly. 52.Sanitary sewer service risers, where necessary, should be shown in the profile. 53.Roadway horizontal curve information should be provided either on the plan & profile sheets or on the intersection detail sheets. The engineer should revise the plans accordingly. 54.The storm sewer types should be clarified. On the plans, the storm sewer has notations such as "CL A2 and CL B2." A note should be added to the plans stating this denotation means Class A, Type 2 and Class B, Type 2, respectively. Also, the engineer should note all storm sewer under the roadways or other paved areas should be Class A, Type 1 storm sewer and where Class B pipe is proposed, the engineer should specify the material type as H.D.P.E. 55.The 40 foot vertical curve located on Pioneer Lane between stations 100+50 and 100+90 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements and should be revised accordingly. (SHEET 10) 56.The direction labels on the pipe inverts for sanitary sewer tag 104 are incorrect. The engineer should revise them accordingly. (SHEET 10) 57.The pipe slope for sanitary sewer tag 107 should be revised to 0.19%. (SHEET 10) 58.The pipe slope for sanitary sewer tag 553 should be revised to 2.43%. (SHEETS 10 & 11) GAPUb1ic\YOrkvi11e12004\Y0044 t Aspen Ridge Estates(Dresdeny vdocsUwywrotFinalEng&PtatOS.doc r 59.A pipe callout with diameter, material, and slope is missing for the sanitary sewer between sanitary sewer tags 552 and 410. (SHEET 11) 60.Sanitary sewer tag 408 in the plan view appears to have been shifted as a drafting error. The engineer should revise the plans accordingly. (SHEET 11) 61.At storm manhole No.544 it appears that there might be a conflict between the proposed 36" and 12" storm sewer pipes where they enter on the south side of the structure. The engineer should verify that the proposed pipe layout will fit. (SHEET 12) 62.Storm tags 518 and 520 specify a Neenah R-3015 frame and grate which should be used at roadway low points for curb structures. The engineer should revise the callouts to a Neenah R-3286-8V since this location is not a low point. (SHEET 13) 63.At storm manhole No.508 it appears that there might be a conflict between the 15" and 36" pipes where they enter on the south side of the structure. The engineer should verify that the proposed pipe layout will fit. (SHEET 14) 64.The sanitary services are shifted from station 305+00 to 309+00 and do not connect to the sanitary sewer. Also, sanitary tags 308 and 310 are shifted as well. The engineer should revise the plans accordingly. (SHEETS 14& 15) 65.The pipe invert direction labels in sanitary manhole No.309 appear reversed. The engineer should revise the callout accordingly. (SHEET 14) 66.Sanitary tags 308 and 310 are incorrect. Sanitary sewer tags 308 and 310 are actually 0.47% and 0.23%, respectively. (SHEETS 14 & 15) 67.Storm Tags 597 and 599 specify a Neenah R-3015 frame and grate which should be used at roadway low points for curb structures. The engineer should revise the callouts to a Neenah R-3286-8V since this location is not a low point. (SHEET 15) 68.The sanitary services are shifted from stations 400+00 to 405+50 and do not connect with the sanitary sewer. Sanitary tag 427 is shifted also. The engineer should make the appropriate revisions. 69.Sanitary tag 409 is in the wrong location. The engineer should verify this and make the appropriate revisions. (SHEET 16) 70.The lead arrow from conflict tag 87 does not point to the conflict. The engineer should revise the plans appropriately. (SHEET 16) 71.A 5 foot diameter structure is required when pipes with 18-inch diameter or larger enter/exit the structure. The engineer should revise the following callouts appropriately: a. Storm Tag 774 (SHEET 17) b. Storm Tag 444 (SHEETS 20 & 30) c. Storm Tag 322 (SHEET 22) d. Storm Tag 388 (SHEET 24) G::Public\Yorkville12004;YO0441 Aspen Ridge Estates(Dresden)idocs'JvaywrotFinalEng&Plat05.doc e. Storm Tag 400 (SHEET 24) f. Storm Tag 140 (SHEET 27) g. Storm Tag 434(SHEET 30) h. Storm Tag 579 (SHEET 30) i. Storm Tag 575 (SHEET 30) j. Storm Tag 225 (SHEET 32) k. Storm Tag 822 (SHEET 33) 72.Storm tags 589 and 591 appear to be reversed. The engineer should verify and make the appropriate revisions. (SHEET 19) 73.Storm tags 585 and 587 appear to be reversed. The engineer should verify and make the appropriate revisions. (SHEET 19) 74.The watermain lowering at conflict tag 18 is not shown in the profile view. The engineer should revise the plans appropriately. (SHEET 19) 75.The storm tags 589 to 591 and the corresponding cross-section pipe symbols are shifted in the profile view. The engineer should make the appropriate revisions. (SHEET 19) 76.The water tag 507 in the profile view shows a different station location than the tag in the plan view. The engineer should revise the callouts so that they agree. (SHEET 19) 77.The watermain casing pipe shown where it crosses under the proposed Conspan culvert structure should have a size and material specified. Also, it should be delineated on the profile view with the 1.5 foot minimum vertical separation dimension labeled. The engineer should revise the plans accordingly. (SHEET 19) 78.Sanitary tag 581 does not include the proposed rim elevation. The engineer should revise the callout accordingly. (SHEET 19) 79.Conflict tags 14 and 15 do not apply and should be removed from the plan view and the conflict tags table. (SHEETS 19 &30) 80.The lead arrow from conflict tag 87 does not point at the utility conflict. The engineer should revise the plans accordingly. (SHEET 19) 81.The 50 foot vertical curve located on Medicine Bow Lane between stations 700+35.78 and 700+85.78 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 21) 82.Sanitary tag 516 proposes a southwest invert of 671.00 which would result in a 0.00%slope in the flowline of the structure. The engineer should revise the plans accordingly. (SHEET 21) 83.Fire hydrant No.706 is labeled as temporary. The hydrant should be permanent and the engineer should revise the callout accordingly. 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FINAL PLAT OF SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STMET YORKVMU, IUJNOIS 60560 PH: 630-553-7560 FAX 630-553-7646 www.smithengineering.com E-MATT sec@smithengineering.com mMeHENRY m HUNTM mYORKVMLE PRESTWICK OF YORKVILLE DENOTES AREA HEREBY DEDICATED ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 TO THE UNITED CITY OF YORKVILLE FOR PUBLIC RIGHT-OF-WAY. UNIT 2 - ........ COMP. FILE.- 030269FP-Unit 2.dwg PL 0 T FIL E.-S TA NDA RD A SUBDIVISION OF PART OF SECTION 10 TOWNSHIP 36 NORTH RANGE 7 EAST OF VIEW.- 030269.05-02 THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL AREA LOCATION MAP TOWNSHIP, KENDALL COUNTY, ILLINOIS SEE SHEET NO. 4 FOR CONTINUATION ............ .............. ............. .............. 12,300 S.F. Q) 110' P.u. ..... ............... r 00 LOT 196 1 & D.E. LOT 263 14944 0 mc,;4. R.'Ux p 12,000 S.F. xx '52'19'BE 1-3 ...... . .... 150.00' 13,041 S.F. N82 LOT 330 150-00, LOT 253 10' P.U. 16,942 S.F. 5*BE S88*2725"W 12,134 S.F. .......... N88'2 7B2 -. i 150.00, F. & P. -10- N88*27'25"E 0 152-76L LOT 283 1� -LOT---2-34- 11IF17!1lil7i 9-52'30" & D.E. ----LOT 209- - -6 N882725"E N7 14,977 S.F. 12,300 S.F. 12,300 S.F. kli! 85.-J-q-, LOT 195 00 10, 12,000 S.F. C� U. LOT 254 . Q) LOT 262 N 4*49038 20' P.U. (::� & D.E. 150.00' ............... 150.00' S88*2725"W 12,593 S.F. C) zNn . -- & D.E N88-2725"E (.n 14,044 S.F. JOB LOT 2� B.S.L. I p 14,993 S.F. N88*2 725'BE 162.07' 10 P.U. r.q IroAr-13 & D.E. N882725"E ji, Na . �wii;!!: .. ....... 'IN LOT 210 LOT 233 Q) ................ Jo, 12,300 S.F. (A Q) 12,300 S.F. Q) LOT 194 B.S.L. 00 0, P.U. <1 LOT 285 .... ... ... X. 12,000 S.F. LOT 255 & D E 20,327 S.F. L31 13,338 S.F. 00, 150. (3 LOT 261 10, P.u. 7' -2 725'BE 00 JOB 150.00, 16,424 S.F. �Q�.E. N88 -1 p N88*2 725'BE 171.J8' B.S.L. ... ..... 15' PU ...... 'BE 15 U. z LOT 232 N882725 & D.E. LOT 211 Qn rT1 12,300 S.F. ............. 12,300 S.F. C3 LOT 256 & 4,7 LOT 193 13,100 S.F. 4-1 55-95 ....... �i Q� ... .... . 12,000 S.F. 10' P.u. 10, P.u. N) LOT 260 150.00, 150.00' 359, & 0.E. 111-:1114ii.'Rom ........ & D.E. 16,411 S.F. 150.00, S882725"W N88*2725"E 57 N JO, N88'2 725'BE ............ 97.b7 2 ..... .. ........ ....... ...... JOB B.S.L. .................... ...... 01"Et ............. 00 B.S.L. LOT 231 ..........- 00 LOT 212 0, P.uA 12,300 S.F. LOT 192 (z) 12,300 S.F. & D.E. LOT 259 12,000 S.F. J.::N UA 13,352 S.F. JOB 150.00, 150.00' N3 10, P.U. ix� C� 150.00' LOT 170 B.S.L. S88*2725"W CURVE TABLE N88*2 725'BE Cb LOT 258 & D.E. % ij:j: 16,546 S.F. (Z) OD LOT 257 13,885 S.F. ............. ...I N CURVE LENGTH RADIUS CHORD CHORD BEARING ............... N88'27'25"E LOT 169 - SINGLE-FAMIL Y ............ 15,270 S.F. 0. CI 55.43' 500.0 55.40' 16,076 S.F. S01'37'10'W SE TBA CK A NQ EA SEMEN T DE TA L 15' P.U. & ............... D.E. LOT 230 C2 39.27' 25.00' 35.36' S74*47'52"E C3 37.53' 25.00' 34.10' ALL LOTS Sk4U kAVE /0.0 MOOT .............. 15' P.U. 14,934 S.F. .............. S 17'1 1'39'"vV LOT 191 LOT 213 10' P-U. 15,104 S.F. & D.E. & D.E. C4 37.01' 25.00' 33.72'1 S62*03'19"E P%kWr, /0-0 1=00T REAR AAID 5 FOOT 14,945 S.F. 10. 0 30' ................... ................ ............... .......................... .......................... ............... ........... C5 3&67' 25.00, 33.47' .......................... ... N38*41'58"E IM7Y E DRAI"GE EASEMBWS, xxx- SID ff PU X IC L .............. ................ ....... 10' P.u. ........................... df ............... .................... � ff.S. - 150.00, ............ ....... ..... C6 36.67' 25.00' 33.47' N57'16'01"W L= OTAMVAW AA07ED L NOTES. LOT 171 A, N88*26 ,37"E C7 36.67' 25.00' 33.47' S33'30'48'W ........... ........... ...... ....... 1. EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERMSE INDICATED 12 17,670 S.F. NO .......... :: m: C8 42.06' 25.00' 37.27' S49*45'09"E X.: C9 36.48' 25.00 11w CITY STORM SEWERS, SANITARY SEWERS OR WATER ...... 33.33' S40'14'51 ry f 7-T INS ARE RUN ALONG SIDE LOT LINES, A MINIMUM 20 FOOT WDE ............... .. ................ CIO 39.27' 6' S54*50'09"E X., 25.00' 35.3 ........ .......... X: LOT 168 10 FEET EACH SIDE) PUBLIC UTILITY AND DRAINAGE EASEMENT SHALL ....... . ........ ....... ............ . ......... ....... ......... ....... Z .95' N36*0 13,130 S.F, C) CII 40.1 V 25.00' 35 7'55"E BE PRO WDED. ............... ................... ......................... ILA .......... C12 42.89' 25.00 37.82' N20*54'07"E 11!-� . 10' A U.&D.E. 15 40.79' 25.00' 36.41' N63*12'30'W z C13 ................ 6' 0 G14 35.06' 25.00' 32,26' .... ...... S14*59'05"E MOM 161.41' ........................... ............................... .......... ........ ............................. .... ... ...... I: . ............ :XXxXx...... C15 35.06' .26' S84'39'48'W .......... ... .......... 0 25.00' 32 N88*26,37"E 80.60 80. 1 35.20' 25.00' 323b 64b,08100,W JOB 25.00' 29.81' S38*09'38"E F- 74.9 7' LOT 172 0 C16 5' P.U.&D.E.--;- C17 .94' 40' REAR JOB B.S.L. f 14,453 S.F. SETBACK C18 38.62' 25.00' 34.89' LL- N39*27'44"W B.S.L. LOT 167 LINE (room C19 42.69' 25.00' 37.69' S47'21'44'W 00 +-1-C -Pu. JOB (Z) 12,457 S.F. XXX: 10' aS.L ............... ............... -4 P-0 N46'54'33'w B.S.L. C20 39.58' 25.GO' 35.57' & D.E. OR 1OX OF JOB 27' 25.00' 35.36'1 S35-09'51"W LO CMF) LOT 224 C21 39. 20' MIN. SIOE41 LOT 190 U) LOT 223 50.98 i$� 14,818 S.F. C) CA B.S.L. 0 C22 39.43' 25.00' 35.47, SET9ACK U, LOT 225 '6"1 (IT 19,374 S.F. 9-58'57"E n S46'44'41"E LINE (TOTAL) WHICHE VEH LOT 226 12,783 S.F. (j) N 10' P.u. L T 228 LOT 227 12,044 S.r wi p,) C23 39.1 V A IS OREA ER ........................ N7 150.00' U, 12,000 S.F. Cy� z 25.00' 35.24' S43'15'19' 10' P.u. 12,000 S.F. N8826'37"E C24 38-70' 25.00' 34-95' N54'10'54"w LOT 229 0 & D.E. LOT 2114 12,000 S.F. 12,000 S.F. C� &D:E P.U.&O.E. N) Zo ........ 04,914 S.F. IZ) 35.20' 25.00' 32.36' S73*51'26'W z (1) c) '.M C25 10' P.U.&D.E. ::X op Lij C26 36.10' 25.00' 33. S09'18'50'W C:) r LOT 173 150---oo 13,062 S.F. 10' P.U. LOT 166 C) Ld C27 36.10' 25.00' 33.04' N73*24'38"W 161' P U 30' FRON T Oa( a88-2 25-V ... .. ... 35.23' N43*15'43"E & D.E. 12,000 S.F. Q) C28 39.10' & D. Cr, 25.00' SETBACK V) r 10, P.u. LINE C29 39.44' 25.00' 35.48' S46*44'1 7"E 125-95' co 80.00' Q) & D.E. C) 80.00' 80.00, 80.00' 15-070-01- C30 39.10' 25.00' 35.23' S43'I 5'43'W PROPERTY S Km:-I .X sil Lij -a- . :: 10' P.u. 150.00, X. 100.82' 80.00 C31 .......... 39.44' 25.00' 35.48'1 ............. .... LOT 189 N88104'01'BE N46'44'1 TIN LINE ,xxxx N8826 ,3'-' NOT TO SCALE xxx�****jj & Q. V) C32 39.10' 25.00' 35.23'1 N43*15'43"E 7"E 12,000 S.F. Jo N88'26BJ XXXXXXX.. .......... tio P.u. C33 35.20' 25.00 32.36' N06'49'09'W B.S.L. IOU & D.E. C34 39.44' 25.00' 35.48' S46*44'1 TE ........... ............. .......... 150.00 ........... C35 39.27' 25.00' 35.36' S43'27'25"W LOT 174 LOT 165 C36 39.2r 25.00' 35.36' S88'27'25"W 12,000 S.F. S46*32'35"E 15' P.U. (A cj LOT 222 12,002 S.F. Q N WE C37 35.2Z 25.00-1 32.38' N44'40,13'W 17,869 S.F. LOT 220 LOT 221 1. C38 40.8 50011 36.43'1 N45*18'39"E & D.E. LOT 215 C) LOT 219 (C�n-' .......... LOT 218 12,000 S.F. rA p :�::.......... LOT 216 LOT 217 Q) 12.000 S.F. UT c) Q3 Q) �-n XXXXXXXXXXX 14,220 S.F. �-n 1 % Q 12 000 S.F. U, Q �Q C39 Q, 12,000 S.F (.)T Q1 12,000 S.F. Cn cZ) (Z 150-00, 38-24' 25.00'1 34.62'1 S45*16'43"E i3 12,000 S.F. '26'37"E LOT 188 (Z (IT Q) JOB N88 rq 10, P.u. N8826J7"E 13,254 S.F. 17� io, & D.E. 8.S.L. B.S.L. .......... LOT 164 154-29 12,000 S.F. LOT 175 Qi . ........... 01 17,903 S.F. 4.J8'1 moss -0 150.00, ......... ... .... ..... ft.Xxxxxv..... N88*26'37"E X.: :�:iii K. ............ . ........... .............. .............. m X .......... ................... .................. LOT 187 Q) Q) .............. 20,269 S.F. m Qi -0 LOT 163 13,047 Q3 s ................... 00, 79.J6' S.F. 8 Jog 54. 10' P.0 176.17' GRAPHIC SCALE 10' P.u. JOB D.E. LOT 176 -60 30 60 aS.L. I 26'37"E .9 & D. 240 _RTp.u- B.S.L. 23,245 S.F. N88' 0 120 JOB U) Q1 & D.E. S.L. C3 (In x'-\ B. 0 LOT 178 �o p 10, P.0 LOT 177 CO LOT 180 LOT 179 C) C6 "V LOT 182 LOT 181 C I IN (71 - P 12,000 S.F. Q; 12,145 S.F. 17,205 S.F. & D.E. IN FEET LOT 186 LOT 184 LOT 183 U) * (.IT Q 12,000 S.F. 0 N, % v LOT 162 �1)1 11) r-n I C)T Q) 12,000 S.F Q) Zo 27,056 S.F. 12,000 S.F. 0� 12,000 S.F 1 inch 60 ft. Q) 12,000 S.F LOT 185 Q) 19,355 S.F. 15' P.U. %, p I to � 17� 15' P.U. 15,902 S.F. (.� Q) �o r-q 15' P.U. & D.E. to Q) rq 10' P.u. & D.E. 10' P.u. rq & D.E. & D.E. ............. 15' P.U. & D.E. & D.E. 6Z34 209 ......... .... I - - 0- -- - - -1 - 8-0.00' 80.ooj 80,no' 1513.89-, \ LOT 368 FINAL PLAT OF SUBDIVISION L 80.00 0 80.00' 80.00 Ro.00, N88104'01"E 78,467 S.F. PRESTWICK OF YORKVILLE 160.98' UNIT 2 - YORKVILLE, ILLINOIS 2655.55' S88004'01"W L JOB P.U. & D.E. HERE TOFORE RMASIONS DWN BY.- INT- DATE: PROJEC NO. GRANTED PER DOC. MAH 02124106 OJ0269.05 2. DSN BY.- INT.- HORIZ SCALE: SHEET NO. 3. 1" = 50' 4. CHK BY: INT. \1ERT SCALE: 2 OF 6 SMITH ENGINEERING CONSULTANTS9 INC. CIVIL/STRUCTURAL ENGINEERS AND SURVffORS 759 JOHN STREET FINAL PLAT OF $UBDIVISION YORKWLLE, ILLINOIS 60560 PH: 630-553-7560 FAX, B30-553-7646 www.smithengineering.com E-MAIL: sec@smithengineering.com mMeHENRY m HUNTLEY mYORKVILLE PRESTWICK 01F YORKVILLE ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 DENOTES AREA HEREBY DEDICATED TO THE UNITED CITY OF YORKVILLE COMP. FILE.- 030269FP-Unit 2.dwg -ST FOR PUBLIC RIGHT-OF-WAY. PLOT FILE. ANDARD UNIT 2 VIEW. 0JO269,05-OJ A SUBDIVISION OF PART OF SECTION 10 TOWNSHIP 36 NORTH RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN5 IN THE UNITED CITY OF YORKVILLE, KENDALL AREA LQQATION MAP TOWNSHIP, KENDALL COUNTY, ILLINOIS SEE SHEET NO. 5 FOR CONTINUATION r S8 B. . . l/l....'...,1111111ill 9*10*'51"E SL 10' LOT 3 P.U. & D.E. 12,824 S.F. 'n 12,773 S.F. . 12,309 S.F. 02 rfi S LOT 298 C 12,055 LOT 306 F. (�Zi 110 LOT 301 '0 12,579 S.F 00, LOT 308 12,06.3 S.F. 12,000 S.F. cs LOT 300 rrl 17,319 S.F. 12,148 S.F. cS LOT 299 4Lr -611i N LOT 121 12,144 S.F. Cb, j !50.Z 74.1 0$ 75.57 LOT 296 0 S85:24',36"E 30-0 5T-r-- 61-20' 00, LOT 366 Z 0 76.60' 36.84' . 180 000 14,993 S.F. -4 80-00 88. 9' 84.59 80, .0 1 .... -.1.. Q) 24.97 1 - - ..- -.c /(y 20,583 S.F. 80.00, .61 '42"E g- z-Z/ ,Jj NS 8218 N87753 S.M.E. N 80.0 58-56 9.0 A) LOT 307 10' P.U. S8j'4j,lo N (-n Ni 12,993 S.F. 80.00' 61.40' . ........ -N D.E. '18"E %j N84,23 ....... 10' P.u. 20' P.U. D HER LOT 122 LA C 14,250 S.F. & D.E. GRA N TED P N3 0-56� LOT 288 PO -f6 LOT 289 9, LOT 290 P LOT 295 LOT 287 12,322 S.F. N) 12.421 S.F. LOT 291 JO, 168 S.F 14,993 S.F. Lr, 14,979 S.F. �A N " 12,000 S.F. Q; to L B S.L. ...... C m - (z LOT 293 Po 0) C) .4 168 S.F. �r) 12,000 S.F. Qj % N) OT 292 U. LOT 2911 4- &O�P- 12,000 S.F. ....... D.E. ........ 14,754 S.F. Jo, ....... !ix LOT 286 B.S.L. 30' ...... 17,742 S.F. L= (J) B.S.L. -A .... ... L=77. 77: jg. L 8 00J. 0. . I .... ..... C) X: 0 ........ .. 0') .. . ........ . ........ LOT 123 ......I 0) ...... ...................i 14,477 S.F. L "Z C/) 0 ;1.1Z 40-0 10' P.u. 7.71' 0 '04'0 & D.E. 1"E N88 10' P.u. 10, P.u. 30' B.S.L. & D.E. & D.E. N< 1 N3 LOT 124 30, CURVE TABLE 13,843 S.F. 30' LOT 140 4%, B.S.L. LD Lj\ CURVE- LENGTH7 RADIUS CHORD CHORD BEARI�G SINGLE-FAMIL (n LOT 155 i� 10, P.u. m 17,035 S.F. 55.40' TBACK AND EASEMENT -qOI*37'10"W SE B.S.L. 15,767 S.F. LOT 139 m a & D.E. Cl 55.43' 500.00' DETAL LOT 156 S74*4r52"E 71 16,101 S.F. C�. C2 39.27' 25.00' 35.36' 25.00' - S 17'1 1'39"W S 544U JWA VE 10-0 9 13,215 S.F. Ln o 30' r 0 Q) LOT 125 .............. C3 34.10' ALL LOT 37.53' ---- 'E -OOT REA12 AAV 5 FWT 1-- LOT 157 (so 20,425 S.F. 37.01' 25.OU 33.7Z S62-03-19 F%Xwrl /0.0 r P.U. C4 SIDE PLBUC UTUTY 6 DRA#VAGE EASSWEIVM 10' 150.00' - 16,719 S.F. 151.82' C5 -36-6T 25.00' 33.47' N38*41'58"E -.4 Si..:.Z4 i$�' & D.E. N88'26'37"E C6 36.67' 25.00' 33.47' N57*16'01"W U\L&SS OTAERVOW /VoTw ii�!1.1517 -!k S8722'JJ"E XXX:� 10' P.u. - - NOTES. N) z C7 36.67'1 25.00' 33AT S33'30'48"W UNLESS 07HERMSE INDICATED 10' P.U. & D.E. - 1. EASEMENT DIMENSIONS ARE TYPICAL 97.59 25.00' 37.27 b49 C8 42.06' 'ERS OR WATER 06 2. WHERE CITY STORM SEWRS, SANITARY SEK & D.E. C* "IN z 52.9 N 8 5-*5 7' LOT 141 10' P.u. c) 90 LOT 138 C9 36.48' 25.00' 33.33- S40 14'51 MAINS ARE RUN ALONG SIDE LOT LINES, A MINIMUM 20 FOOT WIDE S54*5909"E 0 31.96 8 *5 '15 12,000 S F E. 12,526 S.F. f50-0 20.56' CIO 39.27' 25.W 35.36' (10 FEET EACH SIDE) PUBLIC U77LITY AND DRAINAGE EASEMENT SHALL > 5.95' N36*07'59"E Cli 40.1 V 25-00' 3 BE PROWDED. 0 119. 2 P.U. 87CZ3 N40'JO'55vE - 10' A U.&D.E. 5 'E: t& D.E. (z M C12 42.89 25-00' 37-82 N20'54W"E N8 150.Uo Qrl & D.E.'(�O Y C13 40.79' 25.00' 36.41' N63'12'30"W 10' P.U.&D.E 0 Cz �o 150.00' C) r- --E 1-4 - - LOT 154 LOT 12b M 35.06 25.00' 32.26' -S14*5905"E 35.06' 25.00' LL- S84*3948"W 15,684 S.F. 10' P.u. N88-26'37"E 12,000 S.F. 32.26' C16 1 35.20' 25.00' 32.36' S45'08'00"W 5' P.U.&D. 40' REAR &D.E LOT 158 12,982 S.F. 30' E-;q i;=l 30' C17 31.94' 25-00' 29�61' S38*09'38"E SETBACK U IZ) - - 11 LINE x::j: B.S.L. LOT 142 qz�j Cc 70 -27'44�w C18 25.00' Q) C) 12,000 S.F. Q) *21'44W Q) -IO' B.S.L 0 LOT 137 B.S-L. 150-00' 0 38.62' 34.89 N39 37.69' S47 150.00' 12,000 S.F. C19 42.69' 25.00' N88*2637"E z 150.00' > C20 39.58' 25.00' 35.57' N46'54'33"W OR 1OX OF N88726 377E j NS 20' MIN. SIDE L 0 T KfD 7H, 88*2637'E 150.00 C21 39.27' 25.00' 35.36' S35'09'51"W SE TBA CK .......... .......... VER 15 39.43' 25.00' 35.47' S46'4,V41"E LIj --F22 AL) WHICHE 7"E 0.00' S.M.E. & OPEN SPA CE LINE (TO T N88*26J LOT 127 IS GREATER S43'15'19"W ........... C23 39.11, 25.00' 35.24' N To BE CON VE YED TO THE H 0.A. 10' _5' P.U.&D.E. Lij C* 00 LOT 153 82637"E P.U.&D.E-1 I Q) Q 12,000 S.F. Q) (Z) C24 1 38.70'1 25.00' 34-95' N54*10'54"W 10' P U&D.E. m 6 LOT 159 Q) 0 12,000 S.F. Q S73'51'26"W V) Q) C25 35.29 25.00' 32.36' 12,000 S.F. Q) Q) LOT 143 Q, C26 36.10' 25.00' 33.04' S09*18,501W Q) Ljj LOT 136 150.00' 30'7RC7N"T 12,000 S.F. .......... N73'24'38"W 1*4 36.10' 25.00' 33.04' C27 SETBACK bil 150.00, 12,000 S.F. Q) '26'37"E 6 - N88 Ni 39.10' 25.00' 35.23' N43'1 5'43"E 30, C28 (o V) 150.00' LINE N88-26 ,37"E N88*26 377E 150-00, B.S.L. (31 C29 39.44' 25-00' 35.48' S46*44'1 7"E SMEET 35.23' S43*15'43' PROPERTY :ZE C30 39-IU 25.00' 150.00' 26J7' N46*44'1 7"w NOT TO SCALE N88' LOT 128 10 p.U. LOT 367 C31 1 39-44' 25.00' 35.48' LINE (�o co m'E u. N88*26 37 239,306 S.F. LOT 152 13,171 S.F. C32 1 39-10' 25.00' 35.23' N43'I 5'43"E '49'09'W Q) & D.E. LOT 160 LOT 144 .00 C33 N06 10, P.U. 10' P-U- 12,000 S.F. 35.29 25.00 32-36 S46'4.-Vl7"E 1, C34 12,000 S.F. & D.E. 12,289 S.F. 39.44' 25.00' 5.49 & D.E. 10, P.u. N3't�. LOT 135 10, P.u. 12,000 S.F. C35 39.2r 25.00' 35.36 S43'27'25"W -- 150.uu & D.E. NM*25�3 1-�L- C36 39.2r 25.00' 35.36' S46*3Z35"E N 150 oor LE 'Z� & D.E. 32.38' N44*40'13' 88*26 ,�7 i o' P.U. V) C37 35.27 25.00' ............ N45'I 8'39"E 36.43' 150. & D.E. C38 40.81' 25.00' U, 50-00 Qf� 10' P.u. i o' P.U. 4 9' ��89-06'15"E LOT 129 C39 j 38 24' 25-OO'l 34.62' S45*1 6'43'E 13,718 S.F. & D.E. & D.E. io' 10' P.u. 10, P.u. N '3 rE LOT 151 B.S.L. N LOT 161 15,348 S.F. & D.E. & D.E. 16,309 S.F, 30' LOT 134 30' LOT 145 Na to N88-26 ,37"E 10 p.U. 13,109 S.F. 15,614 S.F. N3 B.S.L. & D.E. N IN :x 44' lo' p'u. A- 2.7 & D.E. "o ... 10' P.u. LOT 130 & D.E. 15,142 S.F. X" A 4 10' P.u. 10, P.U. & D.E. ................... . s . . ..... ..... & D.E. ... ........... .. -0 30' B.S.L. ...... ... .01 10, P.u. 5*0 ....... GRAPHIC SCALE 54.08 22 -2.E. 74-97 21. LOT 133 Q� LOT 146 23,930 S.F. -60 0 30 so 120 240 26,8413 S.F. K/ C) 30' 10' P.u. Qn LOT 131 16,610 S.F. B.S.L. & D.E. Ln C� -= .�i IN FEET (A LOT 132 c) -x, 1 inch 60 ft. LOT 147 Q) 18,779 S.F. LOT 149 LOT 148 -tt- 'm LOT 150 N3 4- 19,956 S.F. - Q) 12,000 S.F Q)� 13,144 S.F. 15' P.U. 4,912 S.F. (31 0 L. m & D.E. 15' P.U. 10' P-u- 453.67' 15' P.U. & D.E. 45.25' N88104'01"E FINAL PLAT OF SUBDIVISION & D.E & D.E. OPEN SPACE TO BE Qi 172,02' 63-58' 5-5-84' CONVEYED TO THE H.O.A. PRESTWICK OF YORKVILLE 99-62' 0.00' N88'04'0 1"E UNIT 2 8 100.79' LOT 368 YORKVILLE, ILLINOIS 78,467 S.F. SET CONCRETE MONUMENT OT 368 2655.55' S88'004'01"W AT CORNER ;,467 S.F. L 30, P.u. & D.E. HERETOFORE REVISIONS DWN BY. INT. DATE: PROJECT NO. GRANTED PER DOC. MAH 02124106 030269.05 2. DSN BY' INT: HORIZ SCALE: SHEET NO. 1" = 60' rl J OF 6 CHK BY. IN RT SCALE: CLD NA SMITH ENGINEERING CONSULTANTS INC. FINAL PLAT OF SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS' : 759 JOHN STREET YORKVILLE, ILLNOIS 6 0560 PH: 630-553-7560 FAX: 630-55 3-7646 :>.. www.smithengineering.com E-MAIL: secOsmithe ineerin .com f:PRESTWICKDF YORKVILLE . DENOTES AREA HEREBY DEDICATED uMexENRY w HUNTLEY MYORKVILLE :.,,.:.,..., TO THE UNITED CITY OF YORKVILLE ILLINOIS PROFESSIONAL DESIGN FI RM184- OOOlOB 2F0 PUBLIC RIGHT-OF-WAY. COMP. FILE.- 030269FP-Unit 2dwgUNIT PLOT FILE.•STANDARD 030269.05-04• A SUBDIVISION OF PART OF SECTION 10 TOWNSHIP'36 NORTH RANGE 7 EAST OF VIEW. THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE, KENDALL AQEA LOCATION MAP TOWNSHIP, KENDALL COUNTY, ILLINOIS L=35.22' R=25.00' CH=32.38' CB=N54°36'04"E 1. A, � 0.59I. S S85°02'05"E L=0.73' R=265.00' ��jC 11-11, 11 '� ,2a3 . �p �, CH=0.73' 00 �1 F; S°4 ,4g CB=S 14°09'29"W �. * F O 3 6 „ 2 .b?,2� �' E •� 748 �9, ��V 62 s7 ° / 'ti G a �, 55 , 6 15 F �, .� ....,,.;. t 4s�g, E LOT 358 OD:: . ., . ..... G .. .. :.x.,..:.,,;.: , :::. :. .. ....: .:.:....:::..::.:.: ...::::::.::.::..:..:... ........ .. ..,..... ...::,....... i,. r � ti 5 1 �. I , ' : :.. >> 7.2 l _ 3 6 0' . .. , ,, 73 c� LOT 2 .--. ..:: , � °� 14,544 S.F. „ e- d• S29°47'52"E ....%'.... 'I."" I,/ 1- I-- . -1-11-- -; f .�-1 25.08 ttt co o > ' :: - g 0.59' c� 30 p 16 ' r e.s L. cn 1 „� - 153 , � J �' `'l �� 14� 23 76°4g'�3 14.s�• .95 Sgt°4T13" :�16' N74.33'31 E �,_ N 16 69 12 12�•... E '7 . 1 :..: 1 li W Z��2' S6 �?D , SET CONCRETE MONUMENT ................... 0 .�Ci LOT 245 w 10 P.U. 8 2 . 2 AT CORNER w 2 ,n�� q�`L N� � 1e,s71 s.F. A & LOT 274 N 0 & D. o �,d' 93yAt 4J : (k�' v o �' 13,1 D3 S.F. `� C,r C� ,� F ` 00� w (p" -: .; :.' � -� -' LOT 338 c" 00 LOT 339 2' D� LOT 244 0� 30' o, ' ON N, 13,790 S.F. -%Aj ("� 12,060 S.F. h,'5 �'sr .A - ' 14,699 S.F. to OQ ''E V3- . O � h� ^� V' 77 L=31 .79' R-283.00 B% .s L. �a 2 Q LOT 40 p $ 3 g CH=31 .77' poii. ,, , apo s� �sD �6 W 0 601 N 12,006 S.F. ��s�1 ;��� a�. 9 :::: 1= , W, 7 \ N 6' 1 '� St s CB-N38 32 30 E �o '�� �" �� `' So S�Ro. 30' �6''' 6359 LOT 275 \ L=71. 1 Oh , LOT 341 tS� `�st� ��,':.< > `.'''::, . . ' F q 10 P.U. '�� 16 187 \ ��6 4. • 5 �� 30 12,005 S.F. 6' �N , t ��, F. � � 0 B.S L. LOT 243 63'3 6% & D.E. N , �� s.F. 1.6q' �,.'�q) B.S.L. �'sz6,. c9° .� xxi�ii 0 12,273 S.F. , 4 $• "s �� T :. • ..:..::is":.: ¢� s SCJ a : o" L �1 cr , 6' LOT 272 U. ,9 ,,. . 10 P.U. 16qp:pp ,179 S.F. "' .. . . . 9 LOT 204 k ,.. rn + #* '\ CURVE TABLE 01 1 P.U. ",,, .... & D.E. �._ `L cP r D� 21,815 S.F. 0�, $ ?::.:>: .' : .. + O CURVE LENGTH RADIUS CHORD CHORD BEARING SINGLEFAMI p & D.E. XXXX r\ L Y .............. t ::.............................. .. ....................... . .. ............... . .. .. .. : .............. . E ........................... .... . E O .. ...................... 55.43 500.00 ..... .... ........................ .... ,. ............_................... s7 55.40 SO 3 O 242 _..... _ _...._. .... _....:...... ...... .. _................ _ c. S C AND EASEMENT, :.., .. ,........... ...........,..... LOT 42 S ENT DETAIL a 03 1 0 + �;::: \ ;>..... :: `� ;;. <„:'.: C2 39.2T 25.00' 35.36' ° 12,820 S.F. 12 y 12,011 S.F. c S74 4752"E 6 10 P.U. fir:, �1 v„ <;:: \ + ":'<s> CO O '; 6 ! c3 37.53' 25.00' ° 6 4 :< ;..V :.:: 34.10 817 11 39 Vl/ ALL LOTS SHALL NAI/E lO.O FOOT \ s od, & D.E. ss' L � :,. < 1 \ h� �8. , * >; 2 \\ C4 37.01 25.00' 33.72' S62°03'19"E PNT, IO.O FOOT RLAR A110 5 FOOT s �� ::<::€<<::::.. Sz- 0 , s .y LOT 271 ` , 3 10 P.U. c,� $ C5 36.6T 25.00' 33.47 N38°41'58"E WE PUX/C UTUTY E DIPAN"GE ?' V. N C6 36.67 25.00 33.47 N57 16 01 W �J �� :.: rQ >:::. ::.:::.. 6`� 0 ,\�0/ 3 Dom, 13,467 S.F. O r+ Acg 8 1 q , `1, 3r $. & D.E. :N_ 12. 9 55 UILESS OT!-L�?Wl.SE MO7L-'D v ... . .0 F` �j Q ,, $ Q C7 36.67' 25.00' 33.47' S33°30'48'W NOTES '� LOT 241 �O 1 6+ O `>".` 63 1. EASEMENT DIMENSIONS ARE TYPICAL UNLESS OTHERWISE INDICATED ^j '� cP �5' �! W * , N C8 42.06' 25.00' 37.27 S49°45'09"E 10' P.U. /T 15,040 S.F. /� F ��, 1 y N�� N �\ 30' LOT 343 C9 36.48' 25.00' 33.39' 840°14'51"iN 2. WHERE CITY STORM SEWERS, SANITARY SEWERS OR WATER V I ` # 10 P.U. 6' �,a a, C 1; �; �,,\\ MAINS ARE RUN ALONG SIDE LOT LINES, A MINIMUM 20 FOOT WIDE 1 LOT 203 & D•E �' LOT 337 B,S,L, Q 12,584 S.F. C10 39.27' 25.00 35.36' S54°50 09 E � x A & D.E. ' N \��` W� (10 FEET EACH SIDE) PUBLIC UTILITY AND DRAINAGE EASEMENT SHALL 16,553 S.F. !� J� O- 0 P U. N cD\ 19,674 S.F. 5 P. C11 40.11' 25.00' 35.95' N36°0755"E BE PROVIDED. "�� `8651• `9�' & D.E. LOT 270 N LOT 276 p \\ c7� C12 42.89' 25.00' 37.82' N20°54'07"E ' 1 ..,. ry 3 w 11 i . .:.:::.: & D.. 10 P.U.&D.E. 20 P.U. 6S 12,183 S.F. W '� 18,366 S.F. \ 9 'I�' "' C13 40.79' 25.00' 36.41' N63°12'30'W �'! LOT 246 W " . > : Z ° �, 1D' P.U.&D.E. & D.E l . % 6 F LOh / , @� 5 r 10' P.U. rn b� 5y O C 14 35.06' 25.00 32.26' S 14 59 05 E 23,140 S.F. 0Iiiiii v 11 ' ( IO O •- �• ''� \\ & D.E 1 �,�' C15 35.06' 25.00' 32.26' S84°39°48"W - 152.96' � 10 P.U. 'S h �' �- -' 15 '25 0 twa ` ' i �- - j \ PU&DE - ~ N8827'25"E & D.E. �ry his WN 6130 \� N 30, \351 \� N C16 35.20' 25.00' 32.3x' S45°08'00"W 5' 9 �1 V N. N O ) St6. O" s! 7� Q C17 31.94' 25.00' 29.81' S38°09'38"E II LOT 240 30 (; "� '� �::cr B.S.L. sr- , r' c1e 3s.s2 SE723ACR ip v 19,518 S.F. Orn �' LOT 247 LOT 269 �� 93 `3� LOT 336 10 P.U. �� \ ►. Z 25.00' 34.89' Nis°2744 W LINE B.S.L. p0 125 , F & D.E .* " ► - C 19 42.69' 25.00' 37.69' 847°21'44"W I I I , N o c,1 16,014 S.F. 12,767 S.F. E I I ....:.:.:....:..:.. . :,.:.::..:............ :.:.:;.:.::: .......:::. 1 Ul 14,042 S.F. _. .....................1.. ...................... LOT 202 ,:::::.::..:.: :: . 6 .. . c2o 3s.5s 1 5 .: .. .................................... .. ..... ..... . 25 00 35. Q :::::::.::::::::::::::::::::::::::...:::..:.:E:::: 57 N46 5433 W p .::::::::::::::::::::::::.:::.::::::.::::::.:::: 1 Z o �. 7 " )::.::::. »:...:..........._ 20 MIN. SIDE 1 % OF 12 040 S.F. N o C21 ' C,1 3 i..._.. . ........ .::.:. _::::::::........ .;:;::>,,::<:..::.:: .::::::.,...... 9 27 25.00 3 CN :.::: :.:...... cD .r*":::::.:_::.;::......_.: 5.36 S35 0951 W LOT ........................ .............. ......... , SETBACK WIDTH ......................... .......... . .......... rn I :.::.:.....: ° xa........_ , J / C22 39.43 25.00 __... .::...:..:.::::.::::::::: ..:,;:,:.;::.:::.;:.;:.,:.,:.;,:.;:.,:.:<.,::.::.:_:.;:.::.,:.:_:.:.:_:;.,,,,,:.,:.::.;>: 35.47 S46 4441E r WHICHEVER . .:::::::::::::::::::::::::.:..:.::::::..::::::::. . v' a� L 7 .:::.:: . :.:.::::.:,:::..::.::..::......:..:...::::.:_:................ LINE TOTAL C) __ _ 0 :.:.:.::...:.:.. :. ...�,.,: :.:: OT 277 - � _ __.: .: ..:: _ ( a .::::.:::::.:: L 6 U J PI-1. 50.26 5 8 10 P.U. 74 / 1 7. ° , �- E : :...:.::::: .: tea,..,::,:..,:.::::.::,:., 5 ,,:,,,::,,:...,,::.,:.,:.,:.::.::.,:.:,:,::.:,,:.:::.:<:,,,,,::::.,,,,::.,..,,,:.,:.::.,:.,:.,:..,:. , cn .......................... .. ...�L.......__...... _............__.... ._...._......_ .............. � _ C23 39.11 $ tai. ,::.::...:::::::::: 1 , ,.::::::::::::::.::.:::.::::::::::::::.::::::..::::::::.....: 25.00 35. lS GR _....... _ ,�.-.........._............ ............_......___..................._.............. 4 1 _ ........................ � _._ 24 EATER 5 ......................... :::::::::::. :::.:.::,.:..:.:::::::::::::::::::::::::::::::::::._::::::::::::::............ 843 1519'w ......................... ........ ...................... ......-;................................... ..........................................- ......................................... ...................... ......................... • .......... ............. ........................................................,......... F. W 1 ........................... ........... ......................._ . .. ... _......._................... ........_..... .....__....... .._....._........ _....................._..... 4 S.F. ...._ Q 3 _ _ 10 P.U.&D.E. �\ & D.E. _ p r- : ° 150.00 �► tJ_ 01 30 C24 38.70' 25.00' 34.9 ° 5 P.U.&D.E. w -. w l 3 69 \\ :. cxa 7 �j !"' 5 N54 10 54"W '"+�. E 1 B.S.L. cD ,' ' C25 35.20' 25.00' ° 10' P.U.&D.E. N N88 27 25 E :.:.. v Q 32.36' S73 51 26'W wi, ::: :: ! - 5 O :.:. C26 36.1 - GJ 20 P.U. 30 ;:.<;. 8:,27`25._:£ :.., :: _ N� *= :: ,9 '` ,i r� , p� '1 LL_ 0 25.00' 33.04' S09°18'50"W .» s . , .. s_ P 00 10 P.U. I L- ..» LOT 268 10 .U. 00 c27 36.10' & D.E. ` ..`..' O 4 LOT .: 25.00' 33.04' N73°24'38'W 30 B.S.L. oo .. , N1 15 p 335 00 �, FRON r 0 ° /* .> 12 476 S.F. , v & D.E.D.E. -a e:4 6�- «a. : C28 39.10 ° SETBACK :.......... __. 25.00 ' PTI LOT 248 13 469 S.F. 23 N43 1543 E ............... ;:... _ o ,. . . I' . 0 7 ZQ cn ... • r- LINE LOT 201 13,597 S.F. 10 P.U. � C29 39.44' 25.00 35.48' S46° . O O :.;:: �.�.._ � 1 , O 1 4417"E co 12.000 S.F. >�, .».., & D.E. W cs� f'� 4 10 P.U. N - �+ '. O C30 39.10' 25.00' 35.23 S43 5' ' ....:::...:.. >,. , 33.00 � �•' - _ O • p , ,p 1 43 W PROPERTY ' ;' 75.00 100.00 :W O 00 r- & D.E. O N , cn C31 39. �++ " 1 117 I Z 44 25.00' 35.48' N46°4417 W LINE O _ ,q " 11 N 153.17 O v NOT TO SCALE 150.00' I S O �- 6' - �- v LOT 278 O " , „ r` ." (,r N C32 39.10' 25.00' 35.23' N43°15'43"E » e.: 4th - 38.57 „ v 12,980 S.F. N N85'12 43 E II f ` C33 35.20' 25.00' 32.36' N06°49'09"W N88 27 25 E I 30' ,' 1 4Q'13 E v � O m �' A W C34 39.44' 25.00' 35.48' S46°44'17"E N80- - , p oo `D Ljj S BI OA: .$•L. , 10 P.U. cD C35 39.2T 25.00' 35.36' S43°2725"W � : 10 P.U. 154.26 LOT 200 O % 0 p V & D.E. LOT 267 O < s , „ LOT 334 C11 C36 39.2T 25.00' 35.36' S46°32'35"E 12,000 S.F. O - II & D.E C7� 12,414 S.F. " N82'S8 41 E 12,340 S.F. O C37 35.22' 25.00' 32.38' N44°40'13'W N ' O I �"� LOT 239 1 " '�` pCOp 0D p W C38 40.81' 25.00' 36.43' N45°1 8'39"E 20 P.U. LOT 205 tv cn cn LOT 249 0 LOT 238 O C39 38.24 25.00' 34.62 S45°1643 E & D.E. ` ' 16,156 S.F. Gi O V N 1' r co Cn W „ fi 16,022 S.F. G.i 0) 12,410 S.F. 145.33 II ' O (n 150.00' '` 15,193 S.F. ca4. v m '57"E , Cn - » rn Ri a. N84'03 11 , LOT 279 150.00 N88 27'2 5 E <' � . . cn 150.53 12,775 S.F. N88 26'37"E rn; 30' `I 3 N88 27 25 E " 00 oVo co o o ;<;::.,..;.,: B.S.L. S ..'' . LOT 266 48 150.00 o LOT 333 • LOT 199 , „ O o , Q v 00 O 12,410 S.F. rlN 12,000 S.F. O I�"�' 'o'� 12,000 S.F. o 100.00' 100.00' 100.00' o LOT 250 10' P.U. N882637 E o o E .w".."'.--l. .iiiiiiiij 00 150.00 _ N88 2 25 E 150;00_ 0 12,072 S.F. & D.E. `° �' 150.00' 0 150.00 10' P.U. 10' P.U. 147.00' 0 LOT 280 O ' » ,, N88 27'25"E % & D.E. N & D.E. Lw 150.55`- N88 26'37'30, 0 12,o0 o S.F. o N88 26 37 E , LOT 198 o LOT 206 10' P•U, o LOT 237 o I N0 2T25Y- - o B.S L. I ` 00 0 0 12,300 S.F. 12,300 S.F. ' N Oo O 12,000 S.F.sFo & D.E. `I l0 P.U. w N LOT 265 150.00 o LOT 332 s • I 20' P.U. 10' P.U. O j oo & D.E. �'� O 12,054 S.F. o O 12 000 S.F. O O O , o N o N88 26 37 E o ' --r & D.E. & D.E. 150.00 150.00 0 0 �,, � » , » o LOT 251 O - o N887725 E S882725 W Q? 12,045 S.F. ' '� I h � � I GRAPHIC SCALE T- - LOT 281 c,; 0 50.00 150.00 147.00 o c,, L' 1 u I 2,000 S.F. O , » -60 0 30 BO 120 240 10 P.U. oo N88 26 37 E "' o N o N88 26 37 E -NB8222 & D.E. r°0v LOT 236 0� 150.57 ,� 0 30, �� i.� ...• riac, ' P.U. o 0 12,300 S.F. O N88 27 25 E B.S.L. w D.E. 00 LOT 207 O .{ av , °° p LOT 197 0 12 300 s.F. ti LOT 264 N 150.00 o LOT 331 O ( IN FEET ) O oo O O9 , " O 12,000 S.F. O i inch = 60 ft. 12 000 S.F. O' O O 12,054 S.F. O : N88 26 37 E O (, ' 20' P.U. `I 150.00' 150.00' o LOT 252 10 P.U. o & D.E. S88 2725"W O 12,046 S.F. & D.E. � I 150.00' I' N88 27 25 E _ _ LOT 282 0 V o, ', 150. 147.DO " h v c,, N88 26'37"E , rn N88 27'25"E ` `- . N88 26 37 E v 12,512 S.F. I I' 150.59 30 -•* o, FLNAL PLAT OF SUBDIVISION O 12,300 S.F. o� xixxxxv B.S L. (n `�# O N3 LOT 208 ry LOT 235 0 N88 27'25"E o i o e S L, 6 12,300 S.F. O 10' P.U. �1 r, , PRESTWICK OF YORKVILLE LOT 196 10 - °° II n 149.44 0o c o Off. & D.E. o o LOT 263 �, ,19„E N 1` UNIT 2 12,000 S.F. o 13,041 S.F. �o N82 52 N kD LOT 330 I 150.00' 150.00' , I o LOT 253 � �"' oo , N 16,942 S.F. r YORKVILLE, ILLINOIS ` 12.134 S.F. U. " - ;r":` II S88 27 25 W o N88 27'25"E " - o rn r cx� 10 P . 150.DO - N8827'25"E , cz Og - - - _ - 10 P. ea - Z7F� _ - - - LOT 283 & D.E. ,, REVISIONS DWN BY: INT: DATE: PROJECT N0. °D i nT -L04- - _ ►�� N88 27'25"E n►79'52 30 E 14,977 S.F. `S9� o . �- -11 !�- - ---�, X09- - o o G,�� �� �• 6+ ,, I 1. MAH 02/24/06 030269.05 p 12,300 S.F. O v ,�- - _ - _ - LOT 195 - a 12,300 S.F. O c,a c,a sz �_ --, c�o o o \1 l/ / , ,� 2• DSN BY: INT: HORIZ SCALE: SHEET N0. 1 nnn F c�l C,1 I o0 00 00 �' � /Q 10 P.U. 3 3. 1" 60' 1 rl MATn-r� C1 1 nT 7r,A -I Onon " _ O.n '' o. n r hl °49'3 '� >..... N Z'109 4• CHK BY: INT: VERT SCALE: 4 OF 6 SEE SHEET NO. 2 FOR CONTINUATION 5. CLD NA I ; I I I � ----------- - - ; I SMITH ENGINEERING CONSULTANTS, INC. FINAL PLAT OF SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET YORKVILLE, ILLINOIS 60560 PH: 630-553-7560 FAX- 830-553-7646 www.smithenghieering.com E-MAIL:- sec@smithengineering.com - PRESTWICK OF YORKVILLE '11.1".1.1.11.11 oMeHENRY wHUN=Y mYORKVILLE � . DENOTES AREA HEREBY DEDICATED ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 ,�: ,�: �:.:'::: -I-,- .. = i.M:: TO THE UNITED CITY OF YORKVILLE .. ...::: COMP. FILE: 030269FP-Unit 2.dwg - I ��..........%.:. FOR PUBLIC RIGHT-OF-WAY. 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A 0 . . . . / (,r ::�:i1i11!i1111ii1ii!1i1i1i1 . 4 �""-,' �� ' '�"� I.,,", Z .00 ,,)St. 'N�' � 0 0 1 w "- / � - LOT 1 1 1 N) "- � (3) 0� Q) \ ,��"-'_ '�* � S'�'8 45'16'�- 12,358 S.F. ,of Co : '_ '�* r -.1--11--�� 0 zz� 00 m �p_ -0-h . .. � � - -4�';'.: "***'� -_' . . - .L.- ', li"',."'.**.*.' : w - -- � ", ....-.. : i ". q: . �i: -.. ::� Co � _.", :�ii �.......... '. . I 5f '� - Cd (Z) : .I i� w : ..�.........� ��i _".._._,_,__" : .'-'-'.-'._'- : ..............�..% 17 __, � --- Co Q, ..........L.....L �� /- ......... -' - _""_ ...... .......%�......L'L'L 0 0� I ........L'L'L'L'L'L I -W, 7 ,.---..-",."-. CV 00 LOT 354 .'.'.'.'.'.'.'.'.'.L.'.L.'.L.'.L.'L.'. 150.00, 9 - :� i�'o '7 �i����ii�i��������������i�����:�i� ;r_ . 12,640 S.F. !�i�!��i�i��i��!������i���i�i�i: - . ,</ (p. t:!�' & ....'.......T..111iiiii. ����� S2'8 V5,1,5,�- Z� �r_ Lo' P, LEJ ��������������:������������;R���:� 0 = '.'.L.'.L.'.'.'...... L:L: ..........:.L ...L.'.'.',..'.L':'L LL,:.::L:L I ...... ' "L' .....1 �1,1�1,Q .. L- ..... , i��L 'L-l::--:-:-X -.1i Q) - A. (D �:��;Ii!111111115!117� C*� I I L-':':':':':':':-. ���:xxx��f�.: b T1- 58.00, li��iiif�i i��:�:��:. Co I . :Ilililil:��!!��������������������:� '. ................... iii. -ftx LOT 341 (P CN cc) , - 4iiiiiiiiii. .... -, LOT 112 . ... . .. . ... .. ...... ..... I.. ..... . -.... . ... . -' 1. :.:.:. ... I ..L" 0 Cb ..L.... . . ............... ... 12,000 S.F. 10' P.U. CURVE TABLE ........ .. . ..... .. 1. .. ....... .. . 3.L. I � I... .... 9' 12,005 S.F. \i-:), a-, CY5 'q- N S.'8 45'76'�- 0 Co ':L:':L:':' .:. --A. 0 <P 00 L1\ '00'20"E S88040'53"E S8800010811E �Z)�, "'% 1 '6 , 't'b' -(51 lie N82'4j,3311E N87 I .- I 'q- ,t,ry ��!���! - CURVE LENGTH RADIUS CHORD CHORD BEARING "�' ,-'\ u-, U"I I - .� 88.65 --.,-" 88-65 -N�"- 85-86 1 -1 - C) . ----- & D.E. ,V -4 - C 1 55.43' 500.00' 55.40' S01*37'10"W :�; ": . BO2()45 38.651 - � -- ... . " .4: 0 1�m I I b . ...' 1 238.131 ZI , LOT 353 % ...1. L 750�--- 1 A C? SINGLE-FAMIL Y .. - 11 . .. .. ..' 4 C2 39.27' 25.00' 35.36' S74'47'52"E .1 - . . \ -\ ' , o' ' 147 4' - I 80.0o S83-43'1 "E C) 13,499 S.F. %I- - , �2 --"/ C3 37.53' 25.00' 34.1 O' S 1 7*1 1'39"W - 0 910.0 I'll, -: I . S� �- - " I , - ... ' - 1 o' P.U. 80.00 (N X,�� . Zooi "� SETBACK AND EASEMENT DETAL .1. , N t13 I & D.E. 78. i j �Is 11,:: I -��" "I , 11 I- ,, C4 37.01' 25.00' 33.72' S62*03'19"E �- 1.111,11, 11-1 1, LOT 342 �n 10, P.0 14.40' ijijiiiil�!�!-Ilii�!�: 10' Fo.u. .�: I C5 36.67' 25.00, 33.47' N38*41'58"E ALL LOTS SUALL 14AVE /0.0 r-OOT z m � z I-Ai,9 611 :L�!�!��:iil'�!!'� ' -U- I - = P%ICN7', /0.0 FOOT REAR AAID 5 r-OOT - LL��]�:jj���:.; '...L 36.67' 25.00' 33.47' N57*1601"W 12,011 S.F. & D. - z (:�) .L.' -- & D.fE I C6 . kl�. �Q ' ... L'�L L g� 0) CID . .:.:.::��i��!��i�i�i�i�iii�ii 0 lill Q) d & S84-42'40"E ..... N' LOT 113 C7 36.6-P 25.00' 33.47' S33'30'48"W SIDE PLBLIC UW7Y 6 DRA#VA(;E EASE"WTS, ilill: Q5 (Z Y) -...:..... (11 iii:: 0) F= .. : 'r �! :� LOT 347 �Q Z- ',�]�]�:�i��:il 13,030 S.F. C8 42-06' 25.00' 37.27' S49*45'09"E LIV.&ESS 07AMKIW /VOMD .. : - XXXX:X: � * -' ...... xj:::::::.....:��i�!�: \\x 6 ',,, LOT 346 "' 'y' ' ' ...L.-.*.L �:�:::T � -� 1`� - LOT 348 a 30, "��L:�L:LL W .: Q� * 12,017 S.F. ":'L.L � NN NC\i 'I 0 TES.- < :: 4�- (� I 'L'L- _I ,� LL..'�'%';'.'.'.'.'.'.':.1L...YX � -Z LOT 345 t6o - 12,017 S.F. Ef) & IX) L.'L::!:�:'::L:::j.. - - 14 N5 �-nk Q) - Q) 12,084 S.F. � 'a LOT 349 �' -� .14- B.S.L. LL...L''L L OCN C9 36.48' 25.00' 33.33' S40'14'51'W :.. :- �) LL::::::::L:::L:::'::::'::I 1. EA SEMEN T DIMENSIONS A RE TYPICA L UNL ESS 0 THER IWSE INDICA TED '.L.'L.LL L L L L L L L L L L L L L L L L L L L _ ...:..::����!iiiii!ili!�iii��il�l�i�li���i 6 12,017 S.F. Q� 0� � 10, P.U. 'Iv, r*-) 114- :L':�L:.:'��L L, t-1 Clo 39.2T 25.00' 35.36' S54'50'09"E ..'.... ..... - - ................... I %-- Co .F. I . I�:-". . -.1-1 ... .....d i�i�i��!�!�i�!����i��!����::.%-'- � 30, � 4) ,.*- L- � 0 2 WHERE Z ,L,',L,',',',',',,. '�--�- LOT 344 t-1 *c,� (:) D . ... S�2 * '5 "� ", 12,000 S.F. (�; 'O LOT 350 �� '2 ............... A C) , .......... .'.'.'.'L.'.L.'.'.'.' k � (Z � � L L L LL"' 150.00' CITY STORM SEKERS, SANITARY SEWERS OR WATER L L L.L L" ' C) & D.E. 1 12,000 S.F. Q; 1z LOT 351 ,-::. :':L:LL:':LL LLLLLL C11 40.1 V 25.00' 35.95' N36'()7'55"E �465 t'�12,089 S.F. - '-, % 6 L L'L L LLLLL U3 r--, po it) .,- � Co MAINS ARE RUN ALONG SIDE LOT LINES, A MINIMUM 20 FOOT WIDE F- -Z�:i � i o' P.U. '- B.S.L. � �- �R 12,011 S,F. �Q !i�!�!i�!ill� 588'48'55"E Cn C12 42.89' 25.00' 37.82' N20'54'07"E -.....I .. � I LOT 352 T -...i:....., (10 FEET EACH SIDE) PUBLIC U77LITY AND DRAINAGE EASEMENT SHALL . ..... . �- (D 1,3 - I � � :.�...... I "::X.; LOT 343 . - & D.E. --�'-- _--- io' 0 C13 40.79' 25.00' 36.41' N63'1 Z30"W BE PROVIDED. ", � - , z \\ - - � - Z� � 19,633 S.F. -_j .--.- Ln - 1. �- B.S.L. 1-4 X C14 35.06' 25.00' 32.26! 8 14'59'05"E 1 O' P.U.&D.E. 12,584 S.F. I 13i " -4 0 - 1,3-�E io' � -.% - I ..... 0 15' P.U. L=77. 76' 1 I 14- B.S.L. .:�.:. � �3 4:t 6 C15 35.06' 25.00' 32.26' S84*39'48"W I O' P.U.&D.E. . I., 0.58' v- :::: LOT 114 v...-t- : -N al .p. C16 35.20' 25.00' 32.36' 84b"08'00'W kLn & D.E. � I z=7 7. -.- :....... -.--.- 7 � l� �1 I .. . - r - .. -)�- ...I...................----.-'.--'.--.."."- 6 p, 13,299 S.F. .." - I - X ..................................................�.I...........--.,... I �' C17 31.94' 25.00' 29.81' S38*09'38"E Of ..: --- I W. . -:,.............. .- ......'..... .. 80.00' -� - - ...-- ,,,.- ��: I....1-1- 2 - � :�;e: .................... .1 ,.,..., ..............................................................................v�.��v-.....�......�..�.�...�...I...--......... .--.,.........,.,. ---...�. ......... ,..- ......................................�%%-%��--- --.�...��.�...............�...�. .... . . p . ::- .................................................................V.���.�....�..��..,..,.....�..�.�'...�........-�.�.�...�..�..........-,.�..�......�...�...�...�...�... .: ............. . ................�.......�...�..........................-...��'.. : - . ....... ... .....I...:p ::.... ............�80.00 )o rn ........ ....... .. : - - ---- "I .---'*.'-:::: : �%..-....-� ::� -1......... I ....: ......'...1.1-1 I . . . : --.'-.::::::M : Mm**!�� ............. ... -11 -F-40' REAR ---- : .. ... ..'.....' --] F- 4 .. -......:x �:.. ........ . . bz::�; ..............................................................�'..-...�%��---.-�l-.-�����.�..�...�...........�� 0 : . ......... ...............................................................................................-...�.........-- L== - P.U.&D.E.-;--] .......: .... ................�.................. . . ::::: 496 Cia 38.62' 25.00' 34.89 N39'27'44"W 5 LL- 8 .. .x.. �f. ...... ::��:�i� � 1, . ') . 5. 7. 7 . ....- . ... . .. - .. %. I - I-. '. I",, f at IUACA " ::-. � �:: : ............................. . .111, 0 .. :::X::- -. -111 v a : -. X�.%% 1.111, I I ------- .. :::::::: ...... -.....:XX: . 0 *1 ' . ...... I ....I......... .... :�;:'::' . � -.....% �-....:......................... - .....'........'...."..". .....-...- .............. �....:.:::::.................... ..:- 6, ...,.,.,.....,.,. 39.27' 5. 0 35.36' S35'09'51"IN . ........ ..... � -.... .... .... .1 ....................................I........................ ..... -.....-11- . :..............................-.......� ...... . . ��'.....�-.,.%... ............ ............ ......'.......'...- �> - .. -...... .....-... -i::::::::::::::::::���l!��i�i�i��i�ii�!���!i!i!�!!!i!i!i!!!!�� .::....:. -%��-- . ...".........'..I.I.....".. i -I I ..... ....... �. - :-..........-- -, ,',....- ...'...1-1-1,11.1", I I NE � -- 1.4- �: I.. ..........." --%... :,:::::: ....... 150.00 CP --4 1 C20 39.58' 25.00 35.57' N46*54'33"W I I " ....l........ 0 ....................... 19'06"E ...................�........ .. -.1 ......�... mm .ffl: :..�.�::....................................................!!i�i!i�iii�!�!�!�!�!�����i�����i!�������!iii����!!!i������l� �- � -.�'�.:'..�'�.�';'.. N 8 ---a U . . 10' B.S.L ....... - � .. - ::: ::: : .:... ... m� I C22 ...... : ::: ...... . - :: .. ..........: �:��' . i:: ...................... .. .- . , .. I: .... .. - : %%:�.% .. : .: .... .... ... ... �....:::::::::::::i:: . ..... - ���iii!�!�!�!:!�!��:��4 'I .. :: ��$�$i ..... -......-� �::.�:�:: 39.43' I......- i:� - : �.. .... .. ..... � . -16 It'41"E .. ..... - .... �. ,: ii�i�i�i�i!iii�iii�i�i�iiiii�i���l��l��i�i��!���i��������������ii���i!i���i����i�!ii�..........................................--,-.,.. ... ......- ::::: 5),U I... .:::: .................................................... .......4 ........, : -:.6� -.- -,::' --l", - .. ...............---.- .�...... * , .....- -: ----- . ........-, ....---- - OR 10Z OF I I � .� .......,-- .......,.,.,.,...' - ....1- ... .....-- :::::.�.....X I ... -- .....�... -1- -,..........�:.::::::::::::x:::::: .-�- � t., : 11 .. I..���ii����i�i�lil��il�!�11!1111�iiiii�!�i�ill�!���!li�i!i�i�� ;: . *i�lii:ip .,.,... jr-. 20' MIN. SIDE 1 LOT WDTH, , : ii�����i��i��]��ii'�l�li�iliiiiiiiiil� :� , ;"�;��ii��:�:::::XXX:: �iiiiiii�i�i�i��i��]��iij. C5 11 -,� I'- :�:�:�::X'...: - - I'll,1-11,--� ,... �. -------. - .-.- -...�. C23 39.11, 25.00' 35.24 S43'1 5"I 9"W SE TBA CK - - , ....... "I'll'-, . -.1 ,. � --....- - .... .......,.,.....,., "I'll , ;�- .�....� - ,,.v ", ...--- ,.,.,.,..,... - � - , .............. I - - .....�...� .I*i ... "I " - : - I 11 ,'-, ,-, : ::::I-- I - - . :. - 1 vv-. 0.130, ��;:i:::�i ����:��i����ii� j� q.., ::: �K�' :i �---..... ......:-:.:.:.....:.:.:.:...�.�:-: z , klJ �c.��������������������������������!������������� I L=' X: ..... � GN -- -, jp_� LINE (TOTAL) * WHICHL 'L 50 41 ::: -.... .. . � -. - ", �ii�ll!!!�Ijliil�� '-. :::::::::%:::;::::::::::: ::::X:.. U/lq 130.fu 25.00' 34.95' N54'10'54"W vt m .....,--- , , "", ................ .......,-., . - - --- ,.,,, .. , , , -..... i wijiiiiiiiiiiii ...I. ::::::� ......... lio'l���i - .,,, I I I., ....- '- - , ........ .............- . =�z 7- .. . ....�� 6 -, . . xxxXiiiII111111111....-i2x..Xm:�: .'.�:�.::�::: . . - ...0 , . . . M." .8d, .:;::: LOT 115 tvx - 8 .00j : - .. .,.-,.--.----1..................... � - ::::�::;�: k IS GREATER :.M.�.-*...,-.*..*.. ....... .. � C25 35.20' 25.00' 32.36' S73'51'26"W I 0.0 I -................ "''.�*��",.,�-,.�..�.'�.".'*��..�..'.�..'..��....I :::::::::11111iiiiiiiiiiiiiiii! ii _I I _I �_5' �-- - - ". ..�..�'..�l'.1.,""�.................. X 10' P.U.&D.E.- P.U.&D.E. .......................�............�....�...........:i:l.,M ���!!!!�!�!!!!!iiiil L\ 13,299 S.F. - - ..........:.............. ; --- 11,�' -�-- 11 ..... _x� ......... - Ljj : ;::: B. -� .."","'I", ...... ......�.. C26 36.10' 25.00, 33.04' S09*18'50"W 11 1. -.11-- 111-111---���-. -- ...... ..........,..... ... ... ... ... ......:......................... L . - � ... �.....- - - 1 O' P.U,&D.E. . �iii�iii�iii$��l I ............................" 1 6.50' L= . :�:j:�:�:�;j:�:�:...... Lij i�������i�i!iiii�i!ii��!ii!i!!!i�!ii!...;............ ,30' .-I ::::�:::;;�;::.:.X".. �.-- a --__----- - j.49' :::::::::::: I C27 36.10' 25.00' 33.04 N73'24'38,W --] I - .. . '-- :..,:......:i::� , -A -i L-� .... m -'-�ii��i:i::X ::::;::::�::::: : C/) 3.S.L. 'k \ ...... m 00 I C28 39.10' 25,00' 35.23' N43'1 5'43"E ...........j- - - -- - . : ::::::::: (1) i'0'*!ii��ililii;lililiii C) jij!j!j�� 1"� 3?-' 'P� ___---� in � Z .......\.4__ ..... .. \ 39.44' 25.CG' 35.48' S46'44'17"E 30' FRONT i ..... �4� . � - 15' P.U. I.. - W.;' \.�) -........ . , 0 . -.%% -�k iii�i�!�!i��ii!�!!\\ SE7BACK � � 0 , N N I , 3?-, 1 C30 39.10' 25.00' 35.23' S43'1&43"W . �E . :.. Na :_1 CID z- � - �j - - to CS Lli 0..* F! (.n LOT 326 & ::::::::::::::::::�:j.- CI), -... 0) � ' LOT 325 :�k io' D.E. .�ii��i�����i�i����j����������������������...'� C31 39.44' 25.00' 35.48' LINE ....,.- ............. . .....- 1. ..... .................I.... -.- ....... .... . ...- ..... ... .....- ... ..... ... ... :::.-... -�v�!i�iii�iii�iiiiiiii�i�i�i�i�...... �N Ljj m .�...-,.. . � 1-.j -"4 1 2,871 S.F. --�: '-' 12,708 S.F. C\4 "O LOT 324 'N 2 (z) kk B.S.L. - � :::::� t4 N46'44'1 7"W Eo()� SMELET ' ' .� --4 ....- S.F. (zj'�' LOT 323 --'k ...... ... ..... LOT 328 " Cn LOT 327 "t *- L', �� U� :- 12,316 Q) "I'll............ PROPERTY �-,- C32 39.1 O' 25.00' 35.23' N43*15'43"E I I ......- .... . .11............ ..............%. - t-3 ".."........,...., - -- V) I- N) .N �' v- �� Q) ,I "" � \ ................... .. LOT 116 ' ....... ........ -...� .. .q.:....-.-..... 4 --� 4)1"- 12,016 S.F, Q; �o LOT 322 Q 1ko " � m (p V]:��i���......:: LINE ....- 16,756 S.F. . %-- % 1:) ::;�::::. o. . �- C33 35.20' 25.00' 32.36' N06*49'09"W NOT TO SCALE ...... (� 13,194 S.F. 0) - r-q to Z'- ( LOT 319 ..................... 12,362 S.F. ............ . -11-.. z � 12,000 S.F. � �O LOT 321 �a '� .........�. .. "..'.. "..'.. 11-., 1...'%*::::j::�;::'....j� � & 11 C�l 'Wi��...,.........,.,. .. \\ ............ �� .... . ii�iiii;iiiiiiiii�;iii .- 00 rri v-, % 11 C-0 ,.,.,:,:,.:: ...': (p C34 39.44' 25.00, 35.48' S46'44'1 7"E I .�:.-.X1:!;lll � .- 17,062 S.F. . :. : :. :�::ii:'�*i*:;iil::� :4� � �o LOT 320 --� *6 3t, ,::;::::.;.b ::: CO- vj- liijijlj�ji�':i:!::-N..Zl LT, '�- 12,646 S.F. \ - ....,... ....... Cp- - . iiiiiiiiiiii'i'...'�iiiii::.?....%.--Iiii�*,.'ii . �Q � ................. ....... I C35 39.2T 25.00' 35.36' S43'27'25'W ..... ........ .... ... �': 0) � � Ul N .....,.,.. ....... Cp. 0 ....... *.*....'.**.*.'..*.....*.�:.:�:.I 0 , �- 13,778 S.F. ,.,.,.. ....... ..... -- ...... ---.. �A ;� I 10 - ,,... 00 "'� 03 '> -0 . :-.1-.. - ...... ..........,.... .I..... .,.., ..... .. -- �.... P)r- --- , ' . E? .,, I C36 39.2T 25,00' 35.36' 846'32'35"E -...��.-...:.... 4 :::�. . - ....�...�...��..�.......�...........�.. . Q$ io' :: 0\ I y' ij� 0 ---i .................I --.-...�. ,x::............... m ON - (A 11 :, �:.:.::::::: (n , A ' , C37 jt).Zz' 2 N44'40'1 3"W I . XXI: , I$[ , ......... . C) �.�' -- ....::::::::::::::::::::'�': ... - -11� ( :::::�i��i�i�i��i�lI�Ii�i��!l�i:��i�,(.i��i�ii!!i�!ii�i.'..�ii��iiiiii**Iii!ii!i�.*i 150.00' 005 - I � B.S.L. - ... Q0 1 o' P.U. �' Uj ",, rri z C38 40.81' 25.00' 36.43! N45'1 8'39"E N 0 ...........1...::::.:.:. I N82'0 - 76.07' 1 .......... J.- �46 - f'ri . . . . N88*26'37"E 76.06 20 12' . .. & D.E. V - .. C39 1 38.24' 25.00' 34.62 S45-16-43-E I : '***'.**.-*'. s --------� 3 51 ........ I'll C-- ...�,..**.'*.,*,*..'*.'*,...*..*'....." 58'46' '38-32' 41.69' '4j'io,,E 13 11� ........ 2 I I .... .... .... 111.,*. U) � &0.7,9 E .... z � ' S8 * J51" LOT 117 rz� .__� QT1 ,-',--.--,--'.-'.'.-.'.'-. Q) 9065 91.19 96.78' 80.000 . 0 �o '..-�:X: � 00 .19 7:22'48"E 4 3 ...�-... . ... ��-.::-: 521 S84'56'-T8"E 90.00' 76 * --.- ........ --- ......... ..............� -'r, ba .,-.,.....:'- Q) 75. 90.65' 111.17 12,000 S.F. C) F1 Q) > .,-....... .................. \ -I-.-- .. .,.,.,.,. Z) �...I..... : -.... D QD N LOT 329 � I O' P.U. 4.85' 75 17' ��-' - . ........�,�--.....,.,. . (p (:� ................ --.-..... . .... Z�) � � lt�' �."..............�......�..................... �� ................ ........ ....-...�..... �0i:::::::: I 0 p . .............................�...................... � 0 �'o T : :��!� ".........................�...�...�......�...�.... C) ::i�'ii.�ii����**iiiiiiiii!.�*!.',..*i�*.iiiiiii�i..'�,�il*i.",*!,:iii?*.?Ii�.*.iiiiiii.*"*iiiiii.�.�i!I I 12,000 S.F. 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I I C a_ J � � � WD 'tn m W 0 = Q Of c � O ¢ � w QWO Opp � � (nm � o ~ Om ¢ cn J .. � 0Wz � � = f- Wzw O ¢ z W z z = - w � W = Q > o O w � w0 I Lua; T J d w � w ' O > - = Jim U W o o - - ww rn 0-4 En mea I mQ w U = O m p + Z � 0 O d Z J Uc� (/) Z_ � 1- W W F- Z � m J . Q ZF- I- � � Q (np vJ d o I I t � � V) OQ O W f- m W W = W WAS - O Q zUQ ¢ m w JI- m (ll = OH (n 1- d W W W J ►- � f- O � I- � d (n = _ V) may % I Q 0 W � � ..� � c9 W UUJQC7 � O W OdW W = W U ¢ > U 0f V) z W ¢ � O � m ~ d � (n (/7 d0 ¢ Zia J � � _ ~ QQZ - H W d (� Wc� W V) = OV > W Z W W W - m Y c _ U ¢ (n W - U Z - WQJ = a_ Q r ■ I 1 QUooQ I I� J w 0z (D oo ¢ � a � �LLw ''' 0 ¢ Z - = _ I - p F- m W two zz ww o f- z �- (n = a -J Ucnxm > co -i �� r I w cn _ - - = a_ � � � w � ._ = o - � z (n o � (n m w � ¢ d z - F- J I I :z U) I IW J (nU - o_ z W i p Wo °� oW °° Q cnoF- � o w � 1 - � (nwd W O - � QUA moi- i- <too U (n U W Q (nom Wo � z m � � wz ® v O Q �t � w Q f- w (n ¢ - cnVw Uw Y W � (n ;� �® I 1 1 I Qom- 1 (Zp m Q � � � o z z o � wU ¢ � � p W � v J W 0 0LliC) d ¢ >- v) F- x � ~ W Wo - o- F= U � � U zc�� �- W �[ O \UQ UQ O� � z z o - o (n = - Vo V - > o Ocnz ¢ dcn m i w i � o of o (�m �- _ vzQw z z w W ¢ _ = w �i ¢ � = w z Q w z - o � Z = J Z VI oo � I W I 2D I WRQ _j W a � d W w = > d \ \ o 0W N (n zavi m C) o U W J O � �0 F- WWf- z05 � � m � = � wofoP. � m � w � zc� QJz O QN o w a o O w0 O (' mo i- (n - Z ¢ QWz o L - w � EdW Q W WW >- WQ w 0f > 0 =) = V) W (U � QLLIW ¢ z wJ (� >- J N Z2 j2 F- U &.mV3 .. I a (n I w w > w W W 0 o z z - cn o � i- z o z � zw Q J o\N F- w� � I I Q 11 w E w z > � p � cnoQ z v � ppz � � wwmo ¢ > ? � �-,- � O - i-- � Oz � O J � z z �a TW L� 1 k UW U o � Om � vi W (n c.9 _ = - � z > ¢ ¢ o ¢ U (A < L - o O Z F- _, ¢ - >- i- = w ¢ - z V w ¢ o¢ - � t<1 0 '� I I I z >- ¢ f- o W d - a Z _ U - z -' � (n i- �3 (n = o w f- J N - o O m�� In O I W 2 E p z o O oV V c� z Vo m = LL > o > U Ch v� [�. I I 0O I I J = U V) ¢ 0 (nom Q � > JI- Z W W I- W J � ¢ (n W I- I- Q - J � Z � - O � ¢ O W Q - W W ZI- V ZC9 O W W ! io Vi- W 2 0 J � �U O w OWZ I- QW ¢ � W' ¢ p � � dV ¢ J p = � W W W dof U J O 2 z We I Q W I I J = ¢ oU 0 W ~ o = "O 0 J LQ z W (n o � � o N (mn � z a ¢ � cn i- W UZW = ww (wi3 O = pw ~ � o xA Z � I U w > Q ¢ z oma _ w o po o(ni- � ¢ - O F-- � _ > a >- w0 I 2 T '� U z z � � ¢ a- a w cn ¢ 0 Ir U z � W z vi J >- ig, ■ O Q 1 � � � zo � o w zrr z w � v~i cn - m p Jw U � o of- � cn W � 1 I I W W T I IQ J O = cn Q o W � z Z - Z 2 �C I- (, Z O WZ � - >- � O U - (n O � J WUZW F- H _z WO m ¢ ¢ J - ., m Q I QD Q� � W I I � 0 � d ¢ OF- � W > a_ O -IQ cV � V) 2 0 Z D I- W V) z = = QZ JJ Z W W J _ W W I- Q w � I Q O >- H V) W J o ..zJ Jcn ¢ �- - V oz = i- z U � Qooa z ~ J � � Qom ¢ O -- J W � � o o O I I� Q f �� .kkQ3F I I � oo � U � � ¢ � 0 = -U � � � ¢ C� W w _ - ¢ � c9 � JUwW = _ Q w > ao ~ z = m cn � � Ja w - > Leo Q ¢ W c� = LLJ < V) SU) - cnJ Q o c� -i p � J - - - I W -� in - viz (new LL cn z = " . m = z - Vow Q ¢ � � Z - Wz V � o r- m W V (n =cnzW d op � w � - W r- co vi I 1� I 2 T0D0 f IT - zw o o w w w - o z f- w o owzw = - = cn w wF- o = t- w (n �-- o� � `� I-- I- U > z0 � p W - m Qmo = � � z0 0 f- wWcno z co ¢ = mow V p zmz mow a O � _ � w w � 0 = f- = Z E- z O UW J vlW � zw ~ W V w (n cni- z Zc� rn I (n I OrW I I ¢ c9 0 � Q ¢ Z = - cn z_ - Q a' m o = - � o � O � Q } } j 0-4�;) '"oxW 1 IU z I ID OWE I IT oV Uw wain � � � con � � � z � >- a � V (n � moi- Wd w � � 04 �, - QQCL 2 m - o � v=i = - 0 o i- o W = ¢ cn a_ � - oo w O wz JVi Z > cn � � O _ W -i ¢ a w - oLw �1�tx m � I I I Q i I z (nervi cn ¢ w � o a ¢ � W < L� m � cn � = W � W i� `� �- V) � ¢ - zI- Lu f)f w E- _ _ � � �p mid W = � ~ J � v z � z� � wVU J ® T ® '� mQ �/E„ wW O 0 I O Z W fns _ U F- - F- = W Z I- W V) O Z W W - J H ¢ '� J x N U I I Q O W ¢ � (n W " � Z O O - a_ z p Q Z J - - � � I- - Ucn - � H ¢ \ Wa :4 () a � I Q I I� 1>. QQ i I , : - d vim z � - = a- z J vim z o � a a- - cn � � �>- a uSo WOo (n a' a. IT � J J (n ww O = 0W cn = - c _ "V) � w - i- = WW i-- w V) W ¢ � LL � J w mc) OW � z �- O Zva x 4 a QQ cn -i Jo w o � wz � � ^ _ � 0 �- w w U v � ¢ U J ~ z - � � i- f- = o WO Lizcnvi- mcn > ¢ U » m ¢ L� V Z = U z w - ¢ = w mry m ¢ OJ ll Z . 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Z � (Dco (oco � WW (ZuWiZuWWWW � O (k � (npOU2 � W L� C90 Z v� o ,� vq, a' 0 4� v°, �? •E a�i .c 1 I c v QO 4o (�no � (Qn � QQ � wo� � = zoo � � � � � Q � � Q mo � � Qw � � � � � (=n � v) oU tib. 0 � WQ � 3 (lW3 ►° 22WW � U2 (iWN (n(n � � � � � � � � � � � � � � � � CO.� O � N � � No �WL ti � titi � � � W (Z) 2Q0 - � i WmQR � � (n - oQ a - � o 3 akin C) I 1� SMITH ENGINEERING CONSULTANTS, INC. FINAL PLAT OF SUBDIVISION CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS 759 JOHN STREET YORKVILI�E, ILLINOIS 60560 PH: 630-553-7580 FAX: 630-553-7646 NDALLWOOD ESTATES www.smithengineering.com E-MML: sec@smithengineeririg.com jwMcHENRY mHUNTLEY mYORKVILLE A SUBDIVISION OF PART OF THE NW 114 OF SEC 4—J6- 7, ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 COMP. FILE. 050191-FP.dwg AND PART OF THE SW 114 OF SEC 3J—J6- 7, PLOT FILE.-STANDARD IN THE UNITED CITY OF YORKVILLE, KENDALL TWP., KENDALL CO., ILLINOIS WEW- 050191.01-02 —202.14 S-'EE SHEET NO. 3 FOR CONTINUATION N8925'55"W E,oil 16 24J S F -01 2,166 S.F. 10, 51 10' 10, FOUND IRON PIPE LOT 14 —221.74'- 148.89' 0.05' N & 0.26' W 16,J78 S.F —N88 -*M" *48'03"E— -T — N.38-48'OJ'"E-T 10' 1 CIL 15' 204.45'— LOT 48 LOT 20 w N89*2555" 12,J09 S.F 17,750 S.F. 10, 10' 15, c-vL lo' 10, 10' LOT 13 4— — 220.81t--- L N88*48'03"E— —160.12'— N88148'OJ7E r g 17,252 S.F. NN F 10, C" 5' 202-W— LOT 19 LOT 49 ............... S86-1727 W 15' 20,494 S.F 20' 1J,,342 S.F. ............... i -4 C3 10, 00 (o 5' 17J.44' N) C) '48'OJ"E- 101.94'— —N88 10' 10, LOT 12 .......... 15' ou 25,24J S.F LOT 50 C, <X�'*. Q) Cn 14,J98 S.F ..... ..... C) b 5' 10' 110 N C) 10, o 185.81, 5' Ln 10 1.94'— N8848'03"E -F LOT 11 10, L5' 5 17 762 S.F. 5 10, 10 4 15' t rn LOT 9 LOT 51 Cd ',b N .0 14, 1JJ S.F. FOUND IRON PIPE 10, (Z)r- 20,742 S.F. .(In k9 A T CORNER P.U.&D.E 10, LOT 10 sro 5' 19,572 SIF 148.16' S88*50',30"W 161.46'- 01 o 00 CA Lo LOT 8 10, 1Z547 S.F. Cf) C-P rq 10, ............ 0 5Z26' 166.82' 3 P.0 10, —224.08' S88'50'30"W 1415 E. Lo (.0 LOT 7 LOT 52 FOUND IRON PIPE 20,784 SIF 75,157 S.F 0.12' N & ONLINE 15' 5' 10, 10, 10' 22Z 75'- 15J.70 '48'21"E ........................I..1" N88 S88'50'JOOW I L5, ............... CIA Lo LOT 53 10' 12, 169 S.F A �X`". 10, uo P.U.&D.E 143.81 -EN88-48j2l IE—T 5j 10, Lu LOT 54 COMMONWEALTH EDISON (FORMERLY FOX& ILLINOIS 1 ZJ 78 S.F. cr) UNION RAILWAY COMPANY) 15' 10, LOT 86 148 39' 0 0 0 141,84,3 S.F. Co S94104'50 CONSERVA77ON EASEMENT (To BE CON VE YED TO THE H.0.A.) Co LOT 55 10' LOT 87 13,746 S.F. 99,940 S.F 15' c1q S TORY WA TER MA NA GEMEN T co (TO BE CONVEYED TO 7HE H.O.A.) 10' 76c? Al Co ..................... 4-) 0) Qj- A) ------ ..... V9 'A 5' LOT 56 10, 16,991 S.F 10, 01 .6' E-U.&D.E. ........... 10, 15' LOT 57 21,729 S.F 5 j 0 .'N 15' 6'. -0 10 10, 10, p IN-i'.�i i i P.U.&D.E. CE,UU—1Q.Ej 5' FOUND IRON PIPE N, 0.11' N & ONLINE LOT 6 LOT 58 5 10, 12,2J1 S.F 16,546 S.F. NX............ 10, 10, �--44 15' 10, > I 10, 32 g" 441 5' LOT 59 '59 9i 12,174 LOT 5 5 +- AP S.F. 12,190 S.F. 0 10, 15' 0� 10, 10' Z 10' <01 —1 1 1 1 ��3 . LOT 60 12, 16 9 S.F 15' A,* 10' LOT 70 LOT 7 14,891 S.F. cr) 10' `7� 16,2 76 S.F. \P.U.&D -Z- -- ot. 10' Q '.r,- LOT 88 LOT 61 120,576 S.F. 12,169 S.F. 5A 10' 50 25' 00 10 1* S TORM WA TER MA NA GEMEN T (TO BE CONVEYED TO THE H.O.A.) LOT 69 N' 1Z 158 S.F. L 15' 53.45 <01 Z LOI 62 'mmmw- --t- - — --y' `:' 2,� S.F. \1/ tz' 5# / 10' w LOT 68 10, 12, 184 S.F ............. LOT 63 12, 168 S.F 10, 50 \"', kp // 10, 10, LOT 67 -F- X 12, 182 S.F N 0; U, Ab� 481 LOT 64 0 15' IJ,688 S.F. 10' y .0 1 / 93 -g7" 10, 10, LOT 66 12,18J S.F. 10, LOT 7' weft E 14,91 - ............ 9� 5 LOT 65 KiiiiijK: 1J,111 S.F. . ......... �w 10 Ao, 15, s L? 10, GRAPHIC SCALE P U&D.F- 60 0 30 so 120 L 240 -0........... IN FEET AVON. ....... I inch 60 ft. .2 X-. .... m FINAL PLAT OF SUBDIVISION KENDALLWOOD ESTATES YORKVILLE, ILLINOIS REMSIONS DWN BY: INT' DATE: PROJECT NO. JGS 05 6 KDLL 05019 1.01 10510 L101, ---L —"' N119 10 LC 16,-3 2. DSN BY. INT.- HORIZ SCALE: SHEET NO. 13. 1"--60 1 4. CHK BY.- INT.- VERT SCALE: 2 OF 4 5. OLD NIA 0 — SMITH ENGINEERING CONSULTANTS, INC. CIVIL/STRUCTURAL ENGINEERS AND SURVEYORS TSTREET PLAT OF SUBDIVISION YORKVILLE, ILLINOIS 60560 PH: 630-553-7560 FAX: 630-553-7646 www.smithengincering.com E—MAIL: sec®smithengineering.com r McHENRY r HUNTLEY eYORKVILLE J� ESTATES ILLINOIS PROFESSIONAL DESIGN FIRM # 184-000108 A SUBDIVISION OF PART OF THE NW 114 OF SEC 4—J6- 7, COMP. FILE. 050191-FP.d wg PLOT FILE.STANDARD AND PART OF THE SW 714 OF SEC J,3—J6- 7, VIEW.- 050191.01-04 IN THE UNITED CITY OF YORKVILLE, KENDALL TWP., KENDALL CO., ILLINOIS CITY ENGINEER'S CERTIFICATE STATE OF ILLINOIS) ) S.S. COUNTY OF KENDALL) !, JOE WYWROT, CITY ENGINEER FOR THE UNITED CITY OF YORKVlLLE, DO HEREBY CERTIFY THAT THE REQUIRED IMPROVEMENTS HAVE BEEN INSTALLED OR THE REQUIRED GUARANTEE COLLATERAL HAS BEEN POSTED FOR THE COMPLETION OF ALL REQUIRED IMPROVEMENTS. DATED AT YORK OLLE, ILLINOIS THIS --_— DAY OF — —, 2005. CITY ENGINEER CITY COUNCIL CERTIFICATE OWNER'S CERTIFICATESTA TE OF ILLINOIS) EASEMENT PROVISIONS )ss A NON-EXCLUSIVE EASEMENT FOR SERVING THE SUBDIVISION STATE OF ILLINOIS COUNTY OF KENDALL) AND OTHER PROPERTY WITH ELECTRIC AND COMMUNICATION SERVICE )SSIS HEREBY RESERVED FOR AND GRANTED TO COUNTY OF --_—_—� APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE UNITED CITY OF YORKOLLE, ILLINOIS, THIS __DAY OF 20 COMMONWEALTH EDISON COMPANY,AMERITECH ILLINOIS a.k.a. ILLINOIS BELL TELEPHONE COMPANY,GRANTEES, THIS IS TO CERTIFY THAT THE GAL UNDERSIGNED,— _ __ _ _ _ IS THE LEGAL THEIR RESPECTIVE LICENSEES,SUCCESSORS AND ASSIGNS,JOINTLY AND SEVERALLY TO OWNER OF THE LAND DESCRIBED ON THE PLAT HEREON DRAWN AND SHOWN HEREON AS SUBDIVIDED, AND 77-IAT IT HAS CAUSED CONSTRUCT,OPERATE,REPAIR,MAINTAIN,MODIFY, RECONSTRUCT,REPLACE, SAID LAND TO BE SURVEYED, SUBDIVIDED, STAKED AND PLATTED AS SHOWN HEREON, FOR THE PURPOSE OF HAVING THIS PLAT _— SUPPLEMENT,RELOCATE AND REMOVE,FROM TIME TO TIME,POLES,GUYS,ANCHORS, RECORDED AS PROVIDED BY LAW. MAYOR WIRES,CABLES,CONDUITS,MANHOLES,TRANSFORMERS,PEDESTALS,EQUIPMENT CABINETS OR OTHER FACILITIES USED IN CONNECTION WITH UNDERGROUND 774E UNDERSIGNED OWNER HEREBY GRANTS AND DEDICATES FOR PUBLIC USE 7HE LANDS, SHOWN ON THIS PLAT FOR TRANSMISSION AND DISTRIBUTION OF ELECTRICITY,COMMUNICATIONS,SOUNDS AND THOROUGHFARES, STREETS, ALLEYS, EASEMENTS AND ADDITION THERETO SUCH 077-IER LANDS THAT MAY BE SPECIFICALLY SHOWN SIGNALS IN,OVER, UNDER,ACROSS,ALONG AND UPON THE SURFACE OF THE PROPERTY ON THE FACE OF SAID PLAT AS HAVING BEEN DEDICATED TO 774E CITY OF YORKVILLE. SHOWN WITHIN THE DASHED OR DOTTED LINES(or similar designation)ON THE PLAT AND C=ITY CLERK'S CERTIFICATE MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or similar LOTS 84-90 ARE HEREBY DEDICATED TO 774E "KENDALL WOOD ESTATFS HOMEOWNER'S ASSOCIATION." designation),THE PROPERTY DESIGNATED IN THE DECLARATION OF CONDOMINIUM AND/OR ON THIS PLAT AS"COMMON ELEMENTS"AND THE PROPERTY DESIGNATED ON THE PLAT AS AN EXCLUSIVE BLANKET EASEMENT FOR ACCESS IS HEREBY GRANTED TO THE UN17ED CITY OF YORKWLLE OVER LOTS 84-90. STATE OF ILLINOIS) "COMMON AREA OR AREAS",AND THE PROPERTY DESIGNATED ON THE PLAT FOR STREETS PLEASE REFER TO COVENANTS AND RESTRICTIONS FOR LANGUAGE AND DESCRIPTIONS. )ss AND ALLEYS,WHETHER PUBLIC OR PRIVATE,TOGETHER WITH THE RIGHT TO INSTALL COUNTY OF KENDALL) REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT AND COMMON AREA A NON—EXCLUSIVE BLANKET EASEMENT FOR SERVING THE SUBDIVISION WITH STORMWATER MANAGEMENT OVER LOTS 85, 87, AND OR AREAS TO SERVE IMPROVEMENTS THEREON,OR ON ADJACENT LOTS,AND COMMON 88 /S HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND THEIR RESPECTIVE SUCCESSORS AND APPROVED AND ACCEPTED BY THE MAYOR AND CITY COUNCIL OF THE AREA OR AREAS,THE RIGHT TO CUT,TRIM OR REMOVE TREES,BUSHES,ROOTS,SAPLINGS ASSIGNS ✓OIN77-Y AND SEVERALLY, TO INSTALL, OPERATE, MAINTAIN AND REMOVE, FROM TIME TO TIME, FACILITIES USED IN AND TO CLEAR OBSTRUCTIONS FROM THE SURFACE AND SUBSURFACE AS MAY BE CONNECT70N K17H STORM SEWER, DRAINAGE AND STORMWATER MANAGEMENT UNDER, ACROSS, ALONG AND UPON THE SURFACE UNITED CITY OF YORKWLLE, ILLINOIS, BY ORDINANCE No. _---_ REASONABLY REQUIRED INCIDENT TO THE RIGHTS HEREIN GIVEN,AND THE RIGHT TO OF 774E PROPERTY K1774IN THE BOUNDARIES MARKED Wl774 LOT 85,- "LOT 87,- AND LOT 88.- ENTER UPON THE SUBDIVIDED PROPERTY FOR ALL SUCH PURPOSES. PRIVATE AT A MEETING HELD THIS --_—DAY OF — 20--• OBSTRUCTIONS SHALL NOT BE PLACED OVER GRANTEES'FACILITIES OR IN, UPON OR OVER A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO KENDALLWOOD ESTATES HOMEOWNER'S THE PROPERTY WITHIN THE DASHED OR DOTTED LINES(or similar designation)ON THE PLAT ASSOCIATION" TO PROTECT THE PROPERTYS NATURAL, RECREATIONAL, SCENIC AND AESTHETIC RESOURCES WITHIN THE AREAS AND MARKED"EASEMENT","UTILITY EASEMENT","PUBLIC UTILITY EASEMENT","P.U.E."(or SHOKW ON THE PLAT AS "CONSERVATION EASEMENT"' OR "C.E." L07S TOGETHER WITH A RIGHT OF ACCESS THERETO FOR THE similar designation),WITHOUT THE PRIOR WRITTEN CONSENT OF THE GRANTEES. AFTER PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES — CITY CLERK — INSTALLATION OF ANY SUCH FACILITIES,THE GRADE OF THE SUBDIVIDED PROPERTY SHALL NOT BE ALTERED INA MANNER SO AS TO 1 NTERFERE WITH THE PROPER OPERATION AND A NON—EXCLUSIVE BLANKET EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE "KENDALLWOOD ESTATES MAINTENANCE THEREOF. HOMEOWNER'S ASSOCIATION" OVER LOT 86 TO PROTECT THE PROPERTY'S NATURAL, RECREATIONAL, SCENIC AND AES77-IE77C THE TERM"COMMON ELEMENTS"SHALL HAVE THE MEANING SET FORTH FOR SUCH TERM IN RESOURCES WITHIN THE AREAS SHOWN ON THE PLAT AS "CONSERVATION EASEMENT" OR "C.E." LOTS TOGETHER WI77-1 A RIGHT OF THE"CONDOMINIUM PROPERTYAC7, CHAPTER 765 ILCS 605/2,AS AMENDED FROM TIME TO ACCESS 7HERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES. CITY PLAN COMMISSION CERTIFICATE TIME. THE OWNER OF THE PROPERTY, OR THE KENALLWOOD ESTATES HOMEOWNER'S ASSOCIA770N" (IN ACCORDANCE WITH THE THE TERM"COMMON AREA OR AREAS"IS DEFINED ASA LOT, PARCEL OR AREA OF THE REAL APPLICABLE COVENANTS AND RESTRICTIONS), SHALL BE PERPETUALLY RESPONSIBLE FOR 774E PROPER MAINTENANCE OF 7HE STATE OF ILLINOIS) PROPERTY,THE BENEFICIAL USE AND ENJOYMENT OF WHICH IS RESERVED IN WHOLE OR CONSERVA77ON EASEMENT AREAS AND APPURTENANCES. THE UNITED CITY OF YORKWLLE WILL HAVE THE RIGHT, BUT NOT THE )ss AS AN APPORTIONMENT TO THE SEPARATELY OWNED LOTS, PARCELS OR AREAS WITHIN OBLIGAT70N, TO MAINTAIN THE CONSERVA77ON EASEMENT AREAS AND APPURTENANCES, IF THE OWNER OF THE PROPERTY OR THE COUNTY OF KENDALL) THE PLANNED DEVELOPMENT,EVEN THOUGH SUCH MAY BE OTHERWISE DESIGNATED ON "KENDALLWOOD ESTATES HOMEOWNERS ASSOCIA77ON" IS DEEMED NEGLIGENT OF ADEQUATE MAINTENANCE BY THE CITY ENGINEER THE PLAT BY TERMS SUCH AS"OUTLOTS","COMMON ELEMENTS","OPEN SPACE","OPEN OF THE UNITED CITY OF YORKVXLEE, APPLICABLE COSTS INCURRED BY THE CITY OF YORKWLLE FOR SUCH MAINTENANCE SHALL APPROVED AND ACCEPTED BY 7HE PLAN COMMISSION OF THE AREA","COMMON GROUND","PARKING",AND"COMMON AREA". THE TERMS"COMMON AREA BE PAID BY THE OWNER OF THE PROPERTY, OR THE (IN ACCORDANCE WTH THE APPLICABLE COVENANTS AND RE37RIC77ONS). UNITED CITY OF YORKV7LLE ILLINOIS, THIS --DAY OF OR AREAS"AND"COMMON ELEMENTS"INCLUDE REAL PROPERTY SURFACED WITH INTERIOR 2D--• DRIVEWAYS AND WALKWAYS,BUT EXCLUDES REAL PROPERTY PHYSICALLY OCCUPIED BY A A NON—EXCLUSIVE EASEMENT 1S HEREBY RESERVED FOR AND GRANTED TO SBC AMERITECH, NICOR, COM ED, JONES INTERCABLE, BUILDING,SERVICE BUSINESS DISTRICT OR STRUCTURES SUCH AS A POOL,RETENTION OTHER PUBLIC U77LI77ES, AND HOLDERS OF EXIS77NG FRANCHISES GRANTED BY THE CITY OF YORKWLLE, ILLINOIS, AND THEIR POND OR MECHANICAL EQUIPMENT. RESPECTIVE SUCCESSORS AND ASSIGNS W 774IN 774E AREAS SHOWN ON THE PLAT AS "PUBLIC UTILITY & DRAINAGE EASEMENT" (abbreviated P.U. & D.E.) TO CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN AND OPERATE — -- — — — - RELOCATION OF FACILITIES WILL BE DONE BY GRANTEES AT COST OF THE GRANTOR/LOT UNDERGROUND TRANSMISSION AND D1S7RlBU710N SYSTEMS AND LINES UNDER THE SURFACE OF THE "PUBLIC UTILITY & DRAINAGE CHAIRMAN OWNER,UPON WRITTEN REQUEST. EASEMENT", INCLUDING WITHOUT LIMITA71ON TO TELEPHONE CABLE, GAS MAINS, ELECTRIC LINES, CABLE TELEVISION LINES, AND ALL NECESSARY FACILITIES APPURTENANT THERETO, TOGETHER WITH 774E RIGHT OF ACCESS THERETO FOR 774E PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES AND TOGETHER W774 THE RIGHT TO INSTALL REQUIRED SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS THEREON. EASEMENT FOR PUBLIC UTILITIES AND DRAINAGE A NON-EXCLUSIVE EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE, ILLINOIS TO CITY ADMINISTRATOR'S CERTIFICATE A NON-EXCLUSIVE BLANKET EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO SBC CONSTRUCT, INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE AND INSPECT FACIL177ES FOR 774E TRANSMISSION AND AMERITECH,NICOR,COM ED,JONES INTERCABLE,OTHER PUBLIC UTILITIES,AND HOLDERS OF DIS7RIBU770N OF WA7ER, STORM SEWERS, SANITARY SEWERS AND ELECTRICITY, WITHIN THE AREAS SHOWN ON THE PLAT AS EXISTING FRANCHISES GRANTED BY THE CITY OF YORKVILLE,ILLINOIS,AND THEIR "PUBLIC UTILITY & DRAINAGE EASEMENT", TOGETHER WI7H A RIGHT OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT STATE OF ILLINOIS) RESPECTIVE SUCCESSORS AND ASSIGNS WITHIN THE AREAS SHOWN ON THE PLAT AS NECESSARY AND REQUIRED FOR SUCH USES AND PURPOSES )ss "BLANKET EASEMENT"TO CONSTRUCT,INSTALL,RECONSTRUCT, REPAIR,REMOVE, REPLACE, COUNTY OF KENDALL) INSPECT,MAINTAIN AND OPERATE UNDERGROUND TRANSMISSION AND DISTRIBUTION 774E ABOVE NAMED ENT177ES ARE HEREBY GRANTED THE RIGHT TO EN7ER UPON EASEMENTS HEREIN DESCRIBED FOR 7HE USES SYSTEMS AND LINES UNDER THE SURFACE OF THE"BLANKET EASEMENT",INCLUDING HEREIN SET FORTH AND THE RIGHT TO CUT, TRIM, OR REMOVE ANY TREES SHRUBS OR OTHER PLANTS WITHIN THE AREAS APPROVED AND ACCEPTED BY 7HE CITY ADM/N/S7RATOR OF THE WITHOUT LIMITATION TO TELEPHONE CABLE,GAS MAINS, ELECTRIC LINES,CABLE TELEVISION DESIGNATED AS "PUBLIC UTILITY AND DRAINAGE EASEMENT' WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, —DAY OF20— LINES,AND ALL NECESSARY FACILITIES APPURTENANT THERETO,TOGETHER WITH THE RIGHT RECONSTRUC770N, REPAIR, REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF THEIR UNDERGROUND TRANSMISSION AND UN17ED CITY OF YORKVILLE, ILLINOIS, THIS __---_—, OF ACCESS THERETO FOR THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT 7HERET0. NO PERMANENT BUILDINGS, STRUCTURES OR OBSTRUCTIONS FOR SUCH USES AND PURPOSES AND TOGETHER WITH THE RIGHT TO INSTALL REQUIRED SHALL BE CON57RUCTED IN, UPON, OR OVER ANY AREAS DESIGNATED AS "PUBLIC UTILITY & DRAINAGE EASEMENT, BUT SUCH SERVICE CONNECTIONS UNDER THE SURFACE OF EACH LOT TO SERVE IMPROVEMENTS AREAS MAY BE USED FOR GARDENS, SHRUBS, TREES, LANDSCAPING, DRIVEWAYS, AND OTHER RELATED PURPOSES THAT DO NOT — THEREON. UNREASONABLY INTERFERE WITH THE USES HEREIN DESCRIBED. CITY ADMINISTRATOR A NON-EXCLUSIVE BLANKET EASEMENT IS ALSO HEREBY RESERVED FOR AND GRANTED TO THE OCCUPAT70N AND USE OF THE NON-EXCLUSIVE EASEMENT HEREIN GRANTED AND RESERVED FOR THE ABOVE NAMED EN7777ES THE UNITED CITY OF YORKVILLE, ILLINOIS TO CONSTRUCT, INSTALL,RECONSTRUCT, REPAIR, BY EACH OF SUCH EN7777ES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE 7HE OCCUPATION REMOVE, REPLACE AND INSPECT FACILITIES FOR THE TRANSMISSION AND DISTRIBUTION OF AND USE THEREOF BY OTHER EN1I71ES FOR WHICH SUCH EASEMENTS ARE GRANTED AND RESERVED. THE CROSSING AND WATER,STORM SEWERS,SANITARY SEWERS AND ELECTRICITY,WITHIN THE AREAS SHOWN RECROSSING OF SAID EASEMENTS BY 7HE ABOVE NAMED ENT177ES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE SURVEYORS CERTIFICATE ON THE PLAT AS"BLANKET EASEMENT",TOGETHER WITH A RIGHT OF ACCESS THERETO FOR WI7K DAMAGE, OR DISTURB ANY TRANSMISSION AND DISTRIBU77ON SYSTEMS AND FACILITIES APPURTENANT THERETO EXISTING THE PERSONNEL AND EQUIPMENT NECESSARY AND REQUIRED FOR SUCH USES AND WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. NO USE OR OCCUPA77ON OF SAID EASEMENTS BY THE ABOVE NAMED PURPOSES. -- ENT/TIES SHALL CAUSE ANY CHANGE /N GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. STATE OF ILLINOIS THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS FOLLOWING ANY WORK TO BE PERFORMED BY THE UN17ED CITY OF YORKVILLE /N THE EXERCISE OF ITS' EASEMENT RIGHTS HEREIN )SS HEREIN DESCRIBED FORTHE USES HEREIN SET FORTH AND THE RIGHT TO CUT,TRIM,OR GRANTED, SAID CITY SHALL HAVE NO OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIM17ED TO, THE COUNTY OF KENDALL) REMOVE ANY TREES,SHRUBS OR OTHER PLANTS WITHIN THE AREAS DESIGNATED AS RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT, CURB, GUTTERS, TREES, LAWN OR SHRUBBERY, PROVIDED, HOWEVER, THAT This is to certify that 1, Craig L. Duy, Illinois Professional Land "BLANKET EASEMENT"WHICH INTERFERE WITH THE CONSTRUCTION,INSTALLATION, SAID CITY SHALL BE OBLIGATED, FOLLOWING SUCH MAINTENANCE WORK, TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS Surveyor, have surveyed and subdivided the property described as follows: RECONSTRUCTION, REPAIR,REMOVAL, REPLACEMENT, MAINTENANCE AND OPERATION OF TO RETAIN SUITABLE DRAINAGE, TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE, TO REMOVE ALL EXCESS DEBRIS AND THEIR UNDERGROUND TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES SPOIL, AND TO LEAVE THE MAINTENANCE AREA /N A GENERALLY CLEAN AND WORKMANLIKE CONDI770N. APPURTENANT THERETO. NO PERMANENT BUILDINGS,STRUCTURES,OR OBSTRUCTIONS AN EASEMENT IS HEREBY RESERVED FOR AND GRANTED TO THE UNITED CITY OF YORKVILLE AND TO ITS SUCCESSORS AND THAT PART OF THE WEST HALF OF SECTION 33, TOWNSHIP 37 NORTH, RANGE 7 SHALL BE CONSTRUCTED IN, UPON,OR OVER ANY AREAS DESIGNATED AS"BLANKET ASSIGNS OVER ALL OF THE AREAS MARKED "STORMWA7ER MANAGEMENT EASEMENT" (abbreviated S.M.E.) ON THE PLAT FOR THE EAST OF INE THIRD PRINCIPAL MERIDIAN DESCRIBED AS FOLLOWS: COMMENCING EASEMENT",BUT SUCH AREAS MAY BE USED FOR GARDENS,SHRUBS,TREES,LANDSCAPING, MAINTAIN AND OPERA IF AT THE NORTHWEST CORNER OF THE NORTHEAST QUARTER OF SECTION 4, DRIVEWAYS,AND OTHER RELATED PURPOSES THAT DO NOT UNREASONABLY INTERFERE PERPETUAL RIGHT, PRIVILEGE, AND AUTHORITY TO SURVEY, CONSTRUCT, RECONSTRUCT, REPAIR, INSPECT, TOWNSHIP 36 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN; THENCE WITH THE USES HEREIN DESCRIBED. STORM SEWERS AND THE STORMWATER MANAGEMENT AREA, TOGETHER WITH ANY AND ALL NECESSARY MANHOLES, CATCH BASINS, SOUTH 89 DEGREES 46 MINUTES 03 SECONDS EAST ALONG 774E SOUTH LINE OF SANITARY SEWERS, WATER MAINS, ELECTRIC AND COMMUNlCA77ON CABLES, CONNECTIONS, DITCHES, SWALES, AND OTHER SAID SECTION 33, 374.81 FEET,• THENCE NORTH 01 DEGREES 11 MINUTES 52 THE OCCUPATION AND USE OF THE NON-EXCLUSIVE BLANKET EASEMENT HEREIN GRANTED STRUCTURES AND APPURTENANCES AS MAY BE DEEMED NECESSARY BY SAID CITY, OVER, UPON, ALONG, UNDER AND THROUGH SECONDS EAST, PARALLEL WITH THE EAST LINE OF SAID WEST HALF, 794.66 FEET; AND RESERVED FOR THE ABOVE NAMED ENTITIES BY EACH OF SUCH ENTITIES SHALL BE SAID INDICATED EASEMENT, TOGET74ER W1774 THE RIGHT OF ACCESS ACROSS THE PROPERTY FOR NECESSARY MEN AND EQUIPMENT THENCE SOUTH 88 DEGREES 28 MINUTES 34 SECONDS WEST, 329.70 FEET TO SAID DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH OR PRECLUDE THE OCCUPATION SAID ANY OF THE ABOVE WORK. THE RIGHT !S ALSO GRANTED TO CUT DOWN, TRIM OR REMOVE ANY TREES, SHRUBS OR OTHER EAST LINE, THENCE NORTH 01 DEGREES 11 MINUTES 52 SECONDS EAST ALONG AND USE THEREOF BY OTHER ENTITIES FOR WHICH SUCH EASEMENTS ARE GRANTED AND PLANTS ON 774E EASEMENT THAT INTERFERE WITH 774E OPERATION OF SEWERS OR OT74ER UTILI77ES NO PERMANENT BUILDINGS SAID EAST LINE, 571.49 FEET FOR THE PO/NT OF BEGINNING 774ENCE NORTH 01 RESERVED.THE CROSSING AND RECROSSING OF SAID EASEMENTS BY THE ABOVE NAMED SHALL BE PLACED ON SAID EASEMENT. NO CHANGE TO THE TOPOGRAPHY OR STORMWA7ER MANAGEMENT STRUCTURES WITHIN DEGREES 11 MINUTES 52 SECONDS EAST ALONG SAID EAST LINE, 937.76 FEET; ENTITIES SHALL BE DONE IN SUCH A MANNER SO AS NOT TO INTERFERE WITH,DAMAGE, OR THE EASEMENT AREA SHALL BE MADE W1774OUT EXPRESS WRITTEN CONSENT OF 774E CITY ENGINEER, BUT SAME MAY BE USED THENCE NORTH 82 DEGREES 54 MINUTES 15 SECONDS WEST, 291.36 FEET, THENCE DISTURB ANY TRANSMISSION AND DISTRIBUTION SYSTEMS AND FACILITIES APPURTENANT FOR PURPOSES THAT DO NOT THEN OR LATER INTERFERE WITH THE AFORESAID USES OR RIGHTS. NORTH 07 DEGREES 05 MINUTES 45 SECONDS EAST, 326.86 FEET TO THE CENTER THERETO EXISTING WITHIN THE EASEMENTS BEING CROSSED OR RECROSSED. NO USE OR UNE OF VAN EMMON ROAD; THENCE NORTH 82 DEGREES 54 MINUTES 15 SECONDS OCCUPATION OF SAID EASEMENTS BY THE ABOVE NAMED ENTITIES SHALL CAUSE ANY THE OWNER OF THE PROPERTY SHALL REMAIN RESPONSIBLE FOR THE MAINTENANCE OF INE STORMWATFR MANAGEMENT AREA WEST, ALONG SAID CENTER LINE, 66.00 FEET,• THENCE SOUTH 07 DEGREES 05 CHANGE IN GRADE OR IMPAIR OR CHANGE THE SURFACE DRAINAGE PATTERNS. AND APPURTENANCES. THE UNITED CITY OF YORKVILLE WILL PERFORM ONLY EMERGENCY PROCEDURES AS DEEMED NECESSARY MINUTES 45 SECONDS WEST, 308.00 FEET; THENCE NORTH 82 DEGREES 54 BY THE CITY ENGINEER OF THE UNITED CITY OF YORKWLLE. MINUTES 15 SECONDS WEST. 257.22 FEET TO THE FORMER EASTERLY RIGHT OF FOLLOWING ANY WORK TO BE PERFORMED BY THE UNITED CITY OF YORKVILLE IN THE WAY LINE OF THE FOX AND ILLINOIS UNION RAILWAY COMPANY; THENCE SOUTH 08 EXERCISE OF ITS EASEMENT RIGHTS HEREIN GRANTED,SAID CITY SHALL HAVE NO 774E UN17ED CITY OF YORKVILLE, ITS SUCCESSORS, LICENSEES AND ASSIGNS, ARE HEREBY GIVEN EASEMENT RIGHTS OVER ALL DEGREES 10 MINUTES 53 SECONDS WEST, ALONG SAID EASTERLY RIGHT OF WAY OBLIGATION WITH RESPECT TO SURFACE RESTORATION, INCLUDING BUT NOT LIMITED TO, AREAS ON THE PLAT MARKED "PEDESTRIAN EASEMENT", "BIKE TRAIL EASEMENT"; "PEDESTRIAN AND BIKE TRAIL EASEMENT" OR UNE, 779.46 FEET; THENCE SOUTH 88 DEGREES 48 MINUTES 08 SECONDS EAST, THE RESTORATION, REPAIR OR REPLACEMENT OF PAVEMENT,CURB,GUTTERS,TREES,LAWN "STORMWATER MANAGEMENT EASEMENT", TO CONSTRUCT INSTALL, RECONSTRUCT, REPAIR, REMOVE, REPLACE, INSPECT, MAINTAIN 289.10 FEET,• THENCE SOUTH 01 DEGREES 11 MINUTES 52 SECONDS WEST, 246.00 OR SHRUBBERY, PROVIDED,HOWEVER,THAT SAID CITY SHALL BE OBLIGATED, FOLLOWING AND OPERATE PEDESTRIAN AND BICYCLE TRAILS PAVED OR UNPAVED, FOR THE USE AND ENJOYMENT OF THE GENERAL PUBLIC. FEET; THENCE SOUTH 88 DEGREES 48 MINUTES 08 SECONDS EAST, 415.06 FEET SUCH MAINTENANCE WORK,TO BACKFILL AND MOUND ALL TRENCH CREATED SO AS TO THE ABOVE NAMED ENTITIES ARE HEREBY GRANTED THE RIGHT TO ENTER UPON EASEMENTS HEREIN DESCRIBED FOR THE USES TO THE POINT OF BEGINNING IN 7HE UNITED CITY OF YORKVILLE, KENDALL COUNTY, RETAIN SUITABLE DRAINAGE,TO COLD PATCH ANY ASPHALT OR CONCRETE SURFACE,TO HEREIN SET FORTH AND THE RIGHT TO CUT, 77?lM, OR REMOVE ANY TREES, SHRUBS OR OTHER PLANTS WITHIN THE EASEMENT ILLINOIS, REMOVE ALL EXCESS DEBRIS AND SPOIL,AND TO LEAVE THE MAINTENANCE AREA IN A AREAS HEREIN GRANTED WHICH INTERFERE WITH THE CONSTRUCTION, INSTALLATION, RECONSTRUCTION, REPAIR, REMOVAL, GENERALLY CLEAN AND WORKMANLIKE CONDITION. REPLACEMENT INSPECTION, MAINTENANCE AND OPERATION THEREOF. NO TEMPORARY OR PERMANENT BUILDINGS, STRUCTURES OR AND THAT PART OF THE NORTHWEST QUARTER OF SECT70N 4, AND PART OF THE OBSTRUCTIONS SHALL BE PLACED ON OR OVER SAID EASEMENTS 774AT INTERFERE WITH THE RIGHTS HEREIN GRANTED. SOUTHWEST QUARTER OF SECTION 33, TOWNSHIP 37 NORTH, RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN DESCRIBED FOLLOWS BEGINNING T THE IN WITNESS WHEREOF / HAVE HEREUNTO SET MY HAND AND SEAL THIS A.D., 2006. NORTHWEST CORNER OF THE NORTHEAST QUARTER 4;OF SAID SECTION 4THENCE — DAY OF _ NORTH 01 DEGREES 11 MINUTES 52 SECONDS EAST PARALLEL WITH THE EAST LINE OF THE SOUTHWEST QUARTER OF SAID SECT70N 33, 1,356.81 FEET TO A POINT ON THE SOUTH LINE OF A TRACT DESCRIBED IN A QUIT CLAIM DEED FROM PALOS BANK AND TRUST COMPANY, TRUST NO. 1-1620 TO BRUCE 0. AND VIRGINIA J. BUHRMASTFR, HIS WIFE, RECORDED AS DOCUMENT NO. 83-5890 ON DECEMBER 23, 1983 WHICH /S 45.43 FEET WESTERLY, AS MEASURED ALONG SAID By._-- _M-------_--r-_- SOUTH UNE, OF THE SOUTHWEST CORNER OF SAID TRACT, THENCE NORTH 88 DEGREES 48 MINUTES 09 SECONDS EAST ALONG SAID SOUTH LINE 45.43 FEET TO SAID SOUTHWEST CORNER,• THENCE NOR7H 01 DEGREES 11 MINUTES 52 SECONDS EAST ALONG SAID EAST LINE, 352.40 FEET TO AN OLD CLAM LINE; THENCE NORTH 01 DEGREES 11 MINUTES 52 SECONDS EAST ALONG SAID EAST LINE; 697.25 FEET,• THENCE NORTH 76 DEGREES 52 MINUTES 34 SECONDS WEST, 130.50 NOTARY CERTIFICATE FEET THENCE NORTH 10 DEGREES 27 MINUTES 25 SECONDS EAST 202.21 FEET TO 7HE CENTER LINE OF VAN EMMON ROAD,• THENCE NORTH 82 DEGREES 54 MINUTES 15 SECONDS WEST ALONG SAID CENTER LINE 540.48 FEET TO 7HE EAST STATE OF _ —_ ) LINE OF THE FORMER FOX AND ILLINOIS UNION RAILWAY COMPANY RIGHT-OF-WAY,• ss THENCE SOUTHERLY ALONG SAID EAST UNE BEING ALONG A CURVE TO THE RIGHT COUNTY OF _ ) HAVING A RADIUS OF 624.08 FEET AND A RADIAL BEARING OF SOUTH 70 - - DEGREES 33 MINUTES 18 SECONDS WEST FROM THE LAST DESCRIBED POINT, A NOTARY PUBLIC IN AND FOR THE COUNTY 300.91 FEET- THENCE SOUTH 08 DEGREES 10 MINUTES 53 SECONDS WEST ALONG SAID EAST LINE BEING TANGENT TO 7HE LAST DESCRIBED CURVE AT 774E LAST DESCRIBED POINT, 1,228.82 FEET; THENCE SOUTHERLY ALONG SAID EAST LINE AND STATE AFORESAID, DO HEREBY CERTIFY THAT —_ —_ -- BEING A TANGENTIAL CURVE TO THE LEFT HAVING A RADIUS OF 1,017.52 FEET, AND _— _— _— _ PERSONALLY KNOWN TO ME TO BE THE 309.01 FEET; THENCE SOU7H 09 DEGREES 13 MINUTES 07 SECONDS EAST ALONG SAID EAST LINE BEING TANGENT TO THE LAST DESCRIBED CURVE AT THE LAST AND __— OF — ---- AS SHOWN ABOVE APPEARED BEFORE ME DESCRIBED POINT, 113.40 FEET' THENCE SOUTHERLY ALONG SAID EAST LINE BEING ALONG A TANGENTIAL CURVE TO THE RIGHT HAVING A RADIUS OF 920.47 THIS DAY AND ACKNOWLEDGED THAT AS SUCH OFFICERS, THEY SIGNED AND DELIVERED THE SAID INSTRUMENT AND FEET. 568.44 FEET; THENCE SOUTH 26 DEGREES 09 MINUTES 53 SECONDS WEST CAUSED THE CORPORATE SEAL TO BE AFFIXED THERETO AS THEIR FREE AND VOLUNTARY ACT AND AS THE FREE ALONG SAID EAST LINE BEING TANGENT TO THE LAST DESCRIBED CURVE AT THE AND VOLUNTARY ACT OF SAID CORPORATION, FOR THE USES AND PURPOSES THEREIN SET FORTH. LAST DESCRIBED POINT, 447.17 FEET TO THE CENTER LINE OF AN ABANDONED - e— AND VACATED ROAD; THENCE SOCATH 68 DEGREES 40 MINUTES 20 SECONDS EAST GIVEN UNDER MY HAND AND NOTARIALSEAL774!5 DAY OF 20-- ALONG SAID CENTER LINE, 141.24 FEET; THENCE SOUTH 43 DEGREES 23 MINUTES 20 SECONDS EAST ALONG SAID CENTER LINE, 1,158.07 FEET TO A POINT ON THE EAST LINE OF SAID NORTHWEST QUARTER; THENCE NORTH 00 DEGREES 57 MINUTE'S 20 SECONDS EAST ALONG SAID EAST LINE 1,078.83 FEET TO THE POINT OF BEGINNING (EXCEPTING THEREFROM, SAID TRACT OF LAND DESCRIBED IN A NOTARY PUBLIC QUIT CLAIM DEED FROM PALOS BANK AND TRUST COMPANY, TRUST NO. 1-1620 — TO BRUCE 0. AND VIRGINIA J. BUHRMAS7ER, HIS WIFE, RECORDED AS DOCUMENT NO. 83-5890 ON DECEMBER 23, 1983), ALL IN KENDALL TOWNSHIP, KENDALL COUNTY, ILLINOIS. ! further certify that a portion of the above described property, as shown hereon, is located within Zone A - Areas of 100 year flood,• base flood elevations and flood hazard factors not determined," as identified by the Federal Emergency Management Agency based on FLR.M. 170347-00018, dated 6/01/1982. The remainder of the property is located in "Zone C, COUNTY CLERK'S CERTIFICATE areas of minima! flooding." STATE OF ILLINOIS) I also hereby certify that l have set all exterior subdivision monuments and described them on this Final Plot, and that all interior monuments shall be )ss set within 12 months of the recordation of this plat, as required by the COUNTY OF KENDALL) Plat Act (Illinois Revised Statues 1989, Chapter 109, Section 1). A!1 SPECIAL S'"RVICE AREA DISCLOSURE NOTICE /, _ --� COUNTY CLERK OF KENDALL COUNTY, ILLINOIS, DO HEREBY dimensions shown are in U.S Survey feet and decimal parts thereof. CERTIFY THAT THERE ARE NO DELINQUENT GENERAL TAXES, NO UNPAID CURRENT TAXES, NO ALL LOTS WITHIN THIS SUBDIVISION WILL BE INCLUDED WITHIN A UNITED CITY OF YORKVILLE UNPAID FORFEITED TAXES, AND NO REDEEMABLE TAX SALES AGAINST ANY OF THE LAND Given under my hand and seal this _ day of — _ — SPECIAL SERVICE AREA FOR THE PURPOSE OF INFRASTRUCTURE FINANCING AND WILL BE INCLUDED IN THE PLAT HEREIN DRAWN. I FURTHER CERTIFY THAT I HAVE RECEIVED ALL A.D., 20— SUBJECT TO AN ANNUAL TAX LEVY IN ACCORDANCE 417H 7HE PROVISIONS OF THE CITY STATUTORY FEES IN CONNEC77ON WI7H THE PLAT HEREIN DRAWN. ORDINANCE ESTABLISHING SAID SPECIAL SERVICE AREA. GIVEN UNDER MY HAND AND SEAL OF THE COUNTY CLERK AT YORKVILLE, ILLINOIS, THIS ---DAY OF — -- 20 _ _ Professional Illinois Land Surveyor No. 035-003359 License expiration date : 11/30/2006 COUNTY CLERK — RECORDER'S CERTIFICATE_ NOTE: Only those Building Line Restrictions or Easements shown an FINAL PLAT OF SUBDIVISION STATE OF ILLINOIS) a Recorded Subdivision Plat are shown hereon unless the KENDALLWOOD ESTATES )ss description ordered to be surveyed contains a proper description of COUNTY OF KENDALL) the required building lines easements. YORKVILLE, ILLINOIS WAS FILED FOR RECORD * No distance should be assumed umed by scaling. THIS INSTRUMENT NO. —� — * No underground improvements have been located unless shown and noted. IN THE RECORDER'S OFFICE OF KENDALL COUNTY, ILLINOIS, ON 7H/S NO77CE.- * No representation as to ownership, use, or possession should be Kendall County has a long, rich tradition in agriculture and hereon implied. 20_ AT O'CLOCK _—.M. respects the role that farming continues to play in shaping the This Survey and Plat of Survey are void without original embossed DAY OF — — — — economic viability of the country. Property that supports fh/s or red colored seal and signature affixed. REVISIONS DWN BY INT' DATE: PROJECT 740. * This professional service conforms to the current Illinois minimum JGS 05/05/06 KDLL-050191.01 industry is indicated by o zoning indicator — A-1 or Ag Special standards fora boundary survey and was performed for: 1. Use. Anyone constructing a residence or facility near this zoning 2 DSN BY:INT.- HORIZ SCALE.• SHEET NO. _ should be aware that normal agricultural practices may result in KENDAUWOOiD ESTAES - 1"-60' KENDALL COUNTY RECORDER occasional smells, dust, sights, noise and unique hours of Compare your description and site markings with this plat and 3 operations that are not tWica/ in other zoning areas. AT ONCE report any discrepancies which you may find. 4 CHK BY.• INT' VERT SCALE: 4 OF 4 5. CLD N/A 84.The 45 foot vertical curve located on San Juan Court between stations 800+38.05 and 800+83.05 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 22) 85.Storm tag 305 in the profile view is incorrect. The engineer should revise the label to 3O5B. (SHEET 22) 86.The water tag 903 in the profile view shows a different station location than the tag in the plan view. The engineer should revise the callouts so that they agree. (SHEET 23) 87.Sanitary tag 169 should only show stationing with respect to Lost River Lane. The engineer should revise the callout appropriately. (SHEETS 23&24) 88.Fire hydrant No.9O5 is labeled as temporary. The hydrant should be permanent and the engineer should revise the callout accordingly. (SHEET 23) 89.At storm manhole No.4O2 it appears that there might be a conflict between the 18" and 21" pipes where they enter on the north side of the structure. The engineer should verify that the proposed pipe layout will fit. (SHEET 24) 90.Storm tag 367 specifies CL 42 pipe which appears to be a typographic error. The engineer should revise the callout accordingly. (SHEET 24) 91.Sanitary tag 165 labels the pipe invert of 661.15 to the southeast and it actually is to the northeast. The engineer should revise the callout accordingly. (SHEET 24) 92.The orientation of the north arrow in the plan view is incorrect. The engineer should revise the plans accordingly. (SHEET 25) 93.Storm tag 149 is missing from the profile view. The engineer should revise the plans appropriately. (SHEET 26) 94.The lead arrow from conflict tag 59 does not point at the utility conflict. The engineer should revise the plans accordingly. (SHEET 26) 95.The match line description label at station 1114+50 in the profile view does not include the sheet number. The engineer should revise the "X"to 25. (SHEET 26) 96.Storm tag 22 shown in the profile view approximately at station 1304+75 is incorrect. Storm tags 201 to 204 are located in that particular area per the plan view. The engineer should revise the plans accordingly. (SHEET 28) 97.The watermain lowering at conflict tag 63 is not depicted correctly in the profile view. The engineer should make the appropriate revisions that demonstrate the minimum 1.5 foot vertical separation requirement. (SHEET 28) G:`:Public\Yorkville\2004lYO0441 Aspen Ridge Estates(Dresden),doesJwywrotFinalEng&Plat05.cloc r 98.Storm tag 229 specifies a Neenah R-3501 frame and grate in lieu of the required Neenah R- 3015 frame and grate. The engineer should revise the callout appropriately. (SHEET 29) 99.Sanitary tags 505, 507, 509, and 511 are depicted in the profile view as 8-inch but the callouts specify 16-inch. The engineer should revise the plans accordingly. (SHEET 30) 100. Storm tag 576 specifies CL B2 pipe under the proposed pavement where reinforced concrete pipe is required. The engineer should revise the callout accordingly. (SHEET 30) 101. Sanitary tag 171 is identical to sanitary tag 173. It appears that it is a drafting error where the callout was copied/pasted and the information was never changed. The engineer should revise the callout appropriately. (SHEET 31) 102. Storm tags/callouts 306 and 307 are not shown. The engineer should revise the plans accordingly. (SHEET 31) 103. A vertical curve is required on Teton Lane at station 1522+00 that meets the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 32) Intersection Details and Siana4e Plan 104. The depressed curb locations should be shaded in accordance with the legend. Most of the proposed depressed curb areas have not been shaded and the engineer should revise the plans accordingly. 105. The handicap ramps should be depicted on the plans and the following elevations shown to demonstrate that the ramp slopes are in accordance with the IDOT detail 424001-04: a. Top of ramp b. Top of depressed curb The engineer should revise the plans accordingly. 106. The sidewalk tees should align with one another across the street. In addition, all sidewalks should extend across the street bi-directionally, not diagonally. The engineer should revise the plans accordingly at the following intersections: a. Sawtooth Lane and Sawtooth Court (SHEET 38) b. Undesser Drive and Sawtooth Lane (SHEET 38) c. Teton Lane and Medicine Bow Lane (SHEET 40) d. Teton Lane and San Juan Court (SHEET 40) e. Teton Lane and Lost River Lane (SHEET 41) 107. The following information is missing from the Fox Road / Pioneer Lane Intersection Detail and the engineer should revise the plans accordingly: (SHEET 36) a. The extents of the proposed improvements included in this plan set should be clearly delineated b. Radius to back of curb for the entrance on both sides of intersection G:sPubliclYorkville12D04;YO0441 Aspen Ridge Estates(Dresden)ldocsil yveolFina[Eng&Ptat05.doc r c. The existing and proposed grading along Fox Road at the intersection 108. The proposed centerline grade at the low point located in the south side of the Pioneer Lane / Teton Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 36) 109. The proposed centerline grade at the low point located in the west side of the Pioneer Lane / Bitterroot Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 37) 110. The proposed centerline grade at the low point located in the west side of the Sawtooth Lane / Teton Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 37) 111. The proposed centerline grade at the low point located in the south side of the Sawtooth Lane / Lost River Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 38) 112. The proposed centerline grade at the low point located in the south side of the Boulder Lane / Bitterroot Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 39) 113. The proposed centerline grade at the low point located in the west side of the Boulder Lane / Teton Lane Intersection is not shown. The engineer should revise the plans accordingly. (SHEET 39) 114. The following information is missing from the Boulder Lane / Pavillion Road Intersection Detail and the engineer should revise the plans accordingly: (SHEET 39) a. The extents of the proposed improvements included in this plan set should be clearly delineated b. The existing and proposed grading along Pavillion Road at the intersection 115. The proposed grading of the south and west portions of San Andres Court result in slopes less than the required 2% slope. The engineer should revise the plans accordingly. (SHEET 40) 116. The engineer should revise the plans to include the following information at the temporary "T"tum arounds: (SHEET 41) a. The dimension from the road centerline to the edge of pavement at each side of the turn around b. The width of each side of the turn around c. The radius of the curve on each side of the turn around Gradinq and Soil Erosion Control Plan 117. Per No. 11 on page S-11 of the Subdivision Ordinance, all top of foundation elevations should be a minimum of 2 feet and a maximum of 3 feet above the street centerline. A significant portion of the lots had proposed top of foundation elevations that were more than G`PubIicWorkvi11e\2004xY0044t Aspen Ridge Estates(Dresdenj;docs kvy�vrotFina[Eng&PIat05.doc the 3 foot requirement. Most of the comer lots that did not meet the requirement were approximately 4 feet above the street centerline which we would find reasonable for intersection locations. The engineer should revise the "non-comer" lots to meet the 3 foot requirement. (SHEETS 42 to 49) 118. The engineer should add contours at 1 foot intervals on the Grading & Erosion Control Plans. (SHEETS 42 to 49) 119. The top of foundation and lowest opening of the buildings should beat least 1.5 feet above side yard pop points. A majority of proposed top of foundation elevations do not meet this requirement and several lots actually are pitched back towards the houses (Lots 113-115, Lot 109, etc.). Also, in general, all basement elevations should be higher than the NWL of the detention ponds. Assuming a ten foot distance from the top of foundation to the top of the basement elevation, the normal water level is higher than the basement elevation for a number of lots (Lot 116, Lot 117, etc.). The engineer should revise the plans accordingly. 120. The minimum allowable slope in pervious areas is 2.00%. The engineer should revise the following areas because the proposed grading results in slopes less than 2.00%: a. The side yard between Lots 8& 9 b. The rear yard of Lot 46 c. The rear yard of Lot 18 d. The side yard between Lots 167& 168 e. The rear yard of Lot 178 f. The side yard between Lots 178& 179 g. The side yard between Lots 196& 197 h. The side yard between Lots 78 & 79 121. A number of the direction of flow arrows are incorrect. The engineer should re-examine the grading plans revise them appropriately. (SHEETS 42 to 49) 122. The bituminous path should be labeled on the grading plans and the detail titled accordingly. Also, the surface course callout in the detail should be revised to Superpave, Mix C, N5O. The engineer should revise the plans accordingly. (SHEETS 44, 49, & 54) 123. All storm structures should be labeled on the grading streets and rim elevations should also be provided. Numerous storm structures located in the roadways were not labeled. The engineer should revise the plans accordingly. (SHEETS 42 to 49) 124. The minimum and maximum driveway slopes are 2% and 8%, respectively. The engineer should verify that the driveway slopes meet this requirement after making the necessary grading revisions contained in this letter. (SHEETS 42 to 49) 125. A note should be added to the drawing stating the garage floor should be 0.5 feet minimum below the top of foundation elevation. (SHEETS 42 to 49) 126. Depending on the size and exact dimensions of the houses, the following will apply: (SHEETS 42 to 49) G:`:Pubilc\Yorkville\2004,YO044 t Aspen Ridge Estates(Dresden)`ldocsVwywrotFinalEng&Plat05.doc r a. Drop siding may be required on several lots in order to maintain yard slopes between 2% and 10%, particularly on the side yards. The drop siding locations will be determined at the time of the individual site plan. b. The side yard grading in several locations just meets the 2% minimum slope requirements if measured to the general house footprints shown. If the house does not exactly fit the general footprint shown, then it will result in less than 2% slope away from the sides of the houses. We recommend that the engineer revise the appropriate side yard slopes accordingly keeping this in mind. 127. A light hatching is shown covering lots 154 to 164 on the Grading & Erosion Control Plan. It appears to be the topsoil stockpile area but the engineer should either label this area with a callout or include the hatching in the legend. (SHEET 48) 128. Silt fence should be installed around the temporary T turnarounds at the ends of Medicine Bow and Lost River Lanes to provide temporary erosion control. The engineer should revise the plans so the silt fence is continuous around the temporary turnarounds. (SHEET 48) 129. The proposed contours south of the temporary turnaround on Medicine Bow Lane result in slopes steeper than 4:1. The engineer should revise the grading appropriately. (SHEET 48) 130. Areas with slopes greater than 12%are required to be stabilized with sod, mat or blanket in combination with seeding, or equivalent. The engineer should revise the Grading & Erosion Control Plans accordingly (i.e. Berms, etc). (SHEETS 42 to 49) 131. The striping detail for medians over 4 ft wide should be removed since it does not apply. (SHEET 50) 132. The flared end section restrictor(storm tag 142) should be revised. The detail specifies an 18-inch restrictor pipe grouted in a larger pipe which is not necessary since the required restrictor size is larger than the 12-inch minimum pipe allowed by the City Standard Specifications for Improvement. The engineer should revise the plans accordingly and remove the detail. (SHEETS 45& 51) 133. The top of the concrete basin overflows are required to be 6-inches above the 100-year high water level and the detention basins should provide containment for twelve inches of additional storage above the 100-year high water level. The Curtain Wail Detail shows a 1.5 foot dimension from the top of the concrete overflow to the top of berm which contradicts the grading plans. The engineer should address the following: a. The Curtain Wall elevation is given as 661.65 and the top of berm is shown as 661.55 for Basins No.1 and 2. The overflow curtain wall is higher than the top of berm. (SHEETS 42 & 43) b. The Curtain Wall and the top of berm elevations are shown as 653.0 for Basin No.3. (SHEET 43&44) 134. Several locations have low points in front yards. We recommend revising the grading in the following locations: Gcd'ublic\Yorkville\2004;YO0441 Aspen Ridge Estates(Dresdenitdocs\lwy vrotFinalEng&PIatOS.doc a. Between Lots 43&44 (SHEET 42) b. Between Lot 4& Basin No.1 (SHEET 42) c. Between Lots 116& 117 (SHEET 43) d. Between Lots 132 & 133 (SHEET 43) e. Between Lots 60& 61 (SHEET 45) f. Between Lots 213& 224 (SHEET 46) 135. The proposed grades create a low spot in the side yard of Lots 69 & 70. We recommend that the engineer revise the rear/side yard grading in that area and remove storm structure No.342 (low point). (SHEET 48) 136. Ponding is required to be less than 1 foot at the curb flowline during the clogged condition. The engineer should revise the grading in the following locations: a. Wind River Lane (approximately Station 206+00) (SHEET 43) b. Teton Lane (approximately Station 303+00) (SHEET 43) c. Sawtooth Lane (approximately Station 1106+50) (SHEET 45) d. Bitterroot Lane (approximately Station 410+50) (SHEET 46) 137. There is a discrepancy between the rim elevations given on the grading plan and in the Storm Tag list for Storm Structure No.233. The plan shows a rim elevation of 663.08 and the Storm Tag list shows 664.08. The engineer should revise the plans accordingly so the rim elevations match. (SHEET 42) 138. The construction entrance onto Fox Road is shown at the location of the proposed island. We recommend locating the entrance in the road lanes so that an additional entrance would not be required to be installed after the island has been constructed but before the asphalt is installed. (SHEET 43) 139. The adjoining sheet number in the matchline label is incorrect and the engineer should make the appropriate revisions. (SHEET 43) 140. Basin No.4 does not have an overflow spillway with concrete curtain wall. The engineer should revise the plans accordingly. (SHEET 45) 141. The detention basins should have undulating shorelines. 142. All easements should be shown on the grading plan to ensure the overland flow route will be contained within an easement. 143. The size and types of the existing culverts along Fox Road should be provided on the plans. (SHEET 42) 144. Topsoil stockpile should be indicated on the erosion control plan, and silt fence should be provided around the stockpiles. G:+PubliclYorkville\2004\YO0441 Aspen Ridge Estates(Dresden)ldocs+lwywrolFinalEng&PlatO5.doc DETAILS 145. Catch Basins are required to have a 24-inch minimum sump. The engineer should revise the Catch Basin Type C Detail accordingly. (SHEET 51) 146. The requirements for storm sewer castings are as follows: ✓ Non-lowpoint Curb structure—Neenah R-3286-8V ✓ Lowpoint Curb structure—Neenah R-3015 ✓ Closed Lid Structure —Neenah R-1772 ✓ Open Lid Structure (Non-grass area)— Neenah R-2502 The engineer should revise the Storm Inlet Type A and storm restrictor access manhole details accordingly. (SHEET 52) 147. The engineer should make the following revisions to the Pavement Removal and Replacement Detail: (SHEET 52) a. Trench backfill should consist of CA-7 aggregate. b. The surface course should be Superpave, Mix C, N50 c. The binder course should be Superpave, IL-19.0, N50 148. The Inlet Type B detail should be removed since it does not apply to this project. (SHEET 52) 149. The dimension from the face of the pumper nozzle to the back of curb to be 2'-3" and the bury depth of watermain should be 5'-6". The engineer should revise the Fire Hydrant Installation Detail accordingly. (SHEET 53) 150. The text of IDOT Standard Detail 424001-04 is too small. The engineer should revise the detail accordingly. (SHEET 53) 151. The Street Light detail does not specify that the 19'-9"to the finish grade of the street. The engineer should revise the detail accordingly. (SHEET 54) 152. The Curb Inlet Casting details for the R-3015 and R-3286-8V are illegible since they are too small and a poor quality scanned image. The engineer should make the appropriate revisions to the details. (SHEET 54) 153. Trench backfill should consist of CA-7 aggregate. The engineer should revise the Trench Bedding/Backfilling Cross Section accordingly. (Sheet 54) 154. We recommend renaming sheets 55 to 57 more appropriately as Stormwater Pollution Prevention Plan and moving the sheets to the front of the plan set immediately following the specifications so that they are not overlooked by the contractor. Also, revise the index of sheets on the title sheet accordingly. (SHEETS 55 to 57) 155. The following notes should be added to the plans (Sheet 55) regarding the following: ✓Dust control ✓Mud control G:�ublic\YorkviNe120041YO0441 Aspen Ridge Estates(Dresdeni;docsilwywrolFinalEng&Plat05.cloc ✓Cleaning of existing streets 156. The City Standard Specifications for Improvement requires that the erosion control plan includes the following information: a. Location and description of all seeding and sod. b. Descriptions of dust control measures. c. Provisions for maintenance of control measures, including type and frequency of maintenance. d. Identification (name, address, and phone number) of the person or entity which will have legal responsibility for maintenance of erosion control structures and measures during development and after development is completed. e. Show proposed phasing of development of the site, including stripping and clearing, rough grading, construction, final grading, and landscaping. Phasing should identify the expected date on which clearing will begin, the estimated duration of exposure of cleared areas, and the sequence of installation of temporary sediment control measures, clearing and grading, installation of temporary soil stabilization measures, installation of storm drainage, paving of streets, final grading and the establishment of permanent vegetative measures. 157. The engineer should update the 100 Year Overflow Table after all of the revisions have been made to the plans. (SHEET 56) 158. An area 6 foot wide with slopes 2 to 5% should extend up from the normal water level. No slopes beyond the 6 foot shoreline area should exceed a 5:1 slope. The engineer should revise the Typical Cross Section Thru Retention Basins detail accordingly. (SHEET 56) 159. The engineer should revise the 100 Yr Overflow Cross Section detail as follows: (SHEET 57) a. Label the T/Fr b. Revise the descriptions for TFL and TFR in the notes section to Lowest Foundation Opening (Left) and Lowest Foundation Opening (Right), respectively. 160. The engineer should revise the Pipe Outlet to Flat Area detail and include actual dimensions (or the formulas to calculate the dimensions) for the following: (SHEET 57) ✓ W1 ✓ W2 ✓ La ✓ d 161. Street sign details and locations should be provided. In addition, a note should be added to the plans stating the developer will reimburse the City for ordering and installing the street name and regulatory and warning signs. Appropriate easements should be provided for the street signs and shown on the plans. G:;Public\Yorkville12004•,YO0441 Aspen Ridge Estates(Dresdeny idocsUwywrotFinalEng&Plat05.doc STORMWATER MANAGEMENT: 162. The Stormwater Management report should be signed and sealed by the Professional Engineer licensed in the State of Illinois that prepared the report and calculations. 163. The engineer should add a legend to the Soil Map located in tab 2 of the report that states the soil names and types. 164. Wet basins should have a maximum allowable depth of two feet between the normal water level and the high water level corresponding to the ten-year rain event. The engineer should provide calculations that demonstrate that this requirement has been met. 165. The Standard Specifications for Improvement requires that the maximum storage volume generated by the various storm events is used. Please revise the model so that the critical duration event is the design storm not just the 24-hr storm event. 166. The engineer should submit the Base Flood Elevation (BFE) Study, that supports the flood plain limits delineated on the plans, for the unnamed creek tributary to the Fox River that runs across the east side of the site because the tributary area appears to be greater than one square mile. This best available data should be submitted to FEMA for a LOMR request to establish the floodplain. 167. The engineer should include the report by Aenon Consultants, Ltd. that is mentioned in the plans pertaining to the detail and capacity calculations of the Conspan culvert structure shown on Boulder Lane. The capacity of the structure should be reviewed prior to final engineering approval. The analysis should demonstrate that the BFE of the creek is not raised due to this proposed obstruction. The best available data provided provided by the Engineer shows that there is an unmapped floodway associated with this creek. A F000dway Permit or a sign-off that a permit is not required from the Illinois Department of Natural Resources (IDNR) should be acquired to construct the road and culvert crossing over the floodway. 168. The acceptability of the HEC-HMS models for the detention basins can not be reviewed until printouts of the input data has been provided. A suggestion might be to"print screen"and import them into another application such as Powerpoint, Word, etc. The City Standard Specifications for Improvement requires that the model should demonstrate that the peak release rates meet the following allowable release rates: a. 0.04 cfs/acre for the 2 year storm b. 0.08 cfs/acre for the 25 year storm c. 0.15 cfs/acre for the 100 year storm 169. The Bulletin #70 rainfall intensities amended for the specific City of Yorkville area must be used. Refer to Table 1 and Figure 21 from Bulletin #70. We recommend using the following values: G:Fublic\Yorkville`,2004',YO0441 Aspen Ridge Estates(Dresden)'-,locsiIwywrotFinalEng&Plat05.doc Rainfall for each Storm Fre uenc inches/hr Duration 100 year 25 year 10 year 2 year 48 hr 9.05 6.53 5.34 3.42 24 hr 8.40 6.01 4.96 3.15 18 hr 7.73 5.51 4.56 2.89 12 hr 7.31 5.22 4.32 2.75 6 hr 6.30 4.51 3.72 2.37 3 hr 5.38 3.85 3.17 2.02 2 hr 4.96 3.54 2.93 1.86 1 hr 3.95 2.82 2.33 1.48 170. The time of concentration (Tc) values seem incorrect. The engineer should include an exhibit that demonstrates the flow routes used for the revised Tc calculations to clarify how the values were obtained that were used in the sheet flow and shallow concentrated flow portions of the worksheets. ✓ Example on Drainage Area No.1 Worksheet: It is difficult to determine how the values of 300 feet of unpaved sheet flow and 1290 feet of unpaved shallow concentrated flow were chosen. 171. The 93.1 acre offsite tributary area is tributary to basin #4 located in the southwest corner of the site. The flow from the offsite tributary area should be conveyed along with the emergency overflow from Basin No.4 through the rear yards of Lots 44 to 55. The engineer should not use the 93.1 acre offsite tributary area to increase the allowable release rate for basins 2, 3 and 4. 172. The engineer should include Water Surface Elevation calculations resulting from the critical duration of the 100-year rain event for several locations along the offsite bypass flow route mentioned in the previous comment. Also, please revise the plans to illustrate these locations along the bypass flow route. 173. The top of foundation and lowest opening of the buildings adjacent to overland flow routes should be at least 1.5 feet above the water surface elevation created by the 100-year storm. The following lots do not meet this requirement: a. Lot 47 b. Lot 70 174. The walkout (W.O.) and lookout (L.O.) foundation elevations are not given in the plans. The engineer should add the elevations to the plans and revise the T/FL and T/FR columns of the overflow route WSEL calculation speadsheets accordingly. Also, please demonstrate that the W.O. and L.O. elevations meet the requirements mentioned in comment No.8. 175. The emergency overflow routes should be contained within the right-of-way after leaving lots wherever possible. The engineer should re-examine the design since the emergency overflow routes are located primarily in rear and side yards. G';Pub1ic\Yorkv!1W2004\Yp0441 Aspen Ridge Estates(Dresden)ldocv4wywrotFinatEng&Piat05.doc 176. In locations where it is determined to be absolutely necessary to route the emergency overflow through rear and side yards then the following note would apply and should be added to the Grading Plan at each applicable location: ✓ "Lowest foundation opening elevations or top of window well elevations should be a minimum of 18" above the calculated overflow water surface elevation." 177. Ponding in the roadway areas should be designed to be less than 12" at the curb line and 6" at the roadway centerline during the critical duration of the 100-year event. Several locations, such as at station 205+00 on Wind River Lane, do not meet this requirement. The engineer should provide the calculations that demonstrate that this requirement is met and revise the plans accordingly at the locations where necessary. 178. The hydraulic grade line of the propose storm sewer should be below the rim elevation to prevent the storm sewer system from surcharging. Please revise the calculations to include the hydraulic grade line. 179. The detention basin emergency overflow spillways should be appropriately sized along with supporting calculations. We recommend that a release rate of 1.0 cfs per tributary acre is maintained at a 6-inch depth of flow over the spillway elevation. 180. The engineer should provide calculations for the reverse pitch parkway overflow spillway locations into the various detention basins as well. 181. The allowable release rate for the two-year rain event is 0.04 cfs/acre. The engineer should revise the restrictor manhole details and calculations as appropriate to ensure that this requirement is met. 182. The engineer should include calculations demonstrating that the proposed desilting basin at each detention basin provides the required 500 ft3 per tributary acre of impervious area. 183. The engineer should revise the restrictor orifice stage discharge table for Pond 1 in the stormwater report after recalculating the allowable release rates as requested in previous comments. 184. The engineer should provide two separate sets of calculations for detention basin No.3: a. The floodplain tailwater condition should be taken into account in the basin discharge when determining the required detention volume b. The floodplain tailwater condition should not be taken into account in the basin discharge when verifying that the allowable release rate requirements have been met. 185. The value used for head (H) in the orifice equation is the difference between the water elevation and the center of the orifice. The H values for the 100-Year orifices in Ponds 1 and 3 were calculated using the invert of the restrictor instead. The engineer should revise the calculations accordingly. G:'Public\Yorkvllle120041,YO0441 Aspen Ridge Estates{Dresdenj;docsi,IwywrotFinalEng&PlatOS.doc 186. The 100-year high water level elevations given in the restrictor calculations for ponds 1 and 4 do not match the values shown on the plans or in the detention volume spreadsheet. The engineer should make the appropriate revisions so that they are all in agreement. 187. The restrictor diameter used in the Pond 4 restrictor calculations is 18". The plans show a 24"outlet pipe from Basin No.4. The engineer should make the appropriate revisions. 188. The current arrangement of several different details for different portions of the restrictor manhole is confusing and can result in errors by the contractor during construction. We recommend having one complete detail and to have a separate detail for each structure. The following information should be included in the details: a. 2-year, 25-year, and 100-year high water level elevations b. Invert elevations of the inlet and outlet pipes c. Invert elevation and diameter of the restrictor orifice opening 189. We recommend using the weir wall with orifice openings to control the release to meet the allowable release rates. The use of both the weir wall with orifices and the restrictor pipe grouted into the outlet pipe is not a cost-effective method and is difficult to model the releases to accurately reflect that arrangement. 190. The 100-Year Restrictor detail does not specify what the restrictor grouted in place will be. The engineer should revise the detail accordingly but should keep in mind the following: ✓ If the restrictor is a pipe grouted in place, we recommend specifying the next smaller standard pipe size and revising the calculations accordingly. 191. The engineer should include calculations that demonstrate that the existing 24"culvert pipe (per the narrative section of the Stormwater Report) has the capacity to accommodate the bypass offsite tributary flow and the basin 1 spillway runoff resulting from 100-year rain event. The Proposed Drainage Map included in the report shows the pipe to be 4B" diameter. The engineer should clarify why the two different values are given in the report. Also, please revise the plans to show the correct culvert diameter and type. 192. The City Standard Specifications for Improvement require using the following values for calculating composite runoff coefficients: • C=0.50 (GRASS) • C=0.98 (ASPHALT/CONCRETE) The engineer should provide calculations and possibly a sketch that support the typical weighted runoff coefficient values that were used (C=0.56 for roadways and C_-0.65 for backyards). 193. The City Standard Specifications for Improvement requires that the minimum and maximum velocities for storm sewer are 2.5 and 8 ft/sec, respectively. The following pipe lengths have velocities that exceed 8 ft/sec and should be revised: • 201 A, 739, 753, 825, 319, 339, 341, 355, 401, 429, 445, 453, 459, 461, 469, 491, 497, 527, 537, 543, 545, 610, 619 G:tiPublic\Yorkville12004,Y00441 Aspen Ridge Estates(Dresden)%docsJvlwrotFinalEng&Plat05_doc 1 194. The City Standard Specifications for Improvement requires that storm sewer pipe has a minimum cover of three feet. The proposed storm sewer in general does not meet this requirement. The engineer should examine the current storm sewer design and make the appropriate revisions. 195. The small amount of rip rap (4.44 SY) and forebay do not provide adequate permanent erosion control at flared end section 840. We recommend that the engineer revise the plans to include a level spreader at that location prior to the water discharging into the creek. It would be a more suitable BMP for a discharge location so close to the creek. 196. The emergency and bypass overflow routes should be contained in stormwater easements. The engineer should make the necessary revisions to the Plat and also show the proposed easements on the final engineering plans. FINAL PLAT 197. A minimum scale of 1" = 60' is recommended for plats with small lots of less than an acre so that it is clear and uncluttered. 198. Minimum text size on plats should be 0.08". 199. Match lines or notes near the edge of page stating, "SEE PAGE # should be used where appropriate. 200. The Parcel Index Numbers of the properties which underlie and are adjacent to this subdivision should be placed on the plat. 201. The lower right corner of each of the four pages of this plat refers to the subdivision name as "Aspen Ridge Estates" not "Aspen Ridge Estates Subdivision" as found in the title of the plat. Please reconcile these differences. 202. The part of the property that is being dedicated to the county for Fox Road right-of-way must be shown as a separate parcel from the proposed entry street that is being dedicated to the city. 203. The dedication for Fox Road should be labeled "Hereby Dedicated to the County of Kendall". 204. Street names should be added to the plat and a list of proposed street names should be submitted to the U. S. Postal Service and to KENCOM for approval. A copy of the letter approving the names should be submitted to the City for their records. One name should be drawn from the City's list of historic names. 205. Additional right of way dedication is indicated for Pavillion Road. The proposed location and width will be evaluated and coordinated with the Evergreen Farms development and the outcome of the area traffic study. G,Pubtie%Yorkville'\?004'tYO044t Aspen Ridge Estates(Dresden)ldocs;hywrotFinalEng&Plat05.doc 206. The first dimension after the point of beginning of the legal description is 576.28 feet (sheet 4) but is labeled as 574.92 feet on the graphical portion of sheet 1. Sheets 2 and 3 show a dimension of 576.28 for the same line. These differences should be reconciled and edits applied to the appropriate sheets. 207. The calls in the legal description should all be labeled on the plat. Additionally the legal description should have language stating, Point of Curvature, Point of Tangency, etc. for the segments along Fox Road. 208. The legal description states the closing distance to the Point of Beginning to be 895.26 feet. The graphical portion of sheet 3 shows the same distance for the related line segment. The graphical portion of sheet 1 labels the same line with a distance of 896.25 feet. Please reconcile these differences and edit the appropriate items. 209. Noting the differences in items 9, 10, and 11 above, it would be prudent to recheck the boundary closure and acreage. 210. In the legal description on line 8 and line 19, the words "to a point along the centerline" should be"to a point on the centerline". 211. In the legal description online 9, the word"feet" should be added after 463.94. 212. In the legal description, all distances over a thousand feet should have a comma separator for thousands. 213. A north arrow and graphic scale should be added to sheet 1. 214. A minimum of 2 concrete monuments must be shown per state statute. 215. Change the abbreviation for Utility Easements on the plat and in the Standard Abbreviations Table to P.U.& D.E. for Public Utility and Drainage Easement. The Utility Easement is not an easement provision developed by the United City of Yorkville. 216. The abbreviation "S.M.E.", correctly used on the plat for Stormwater Management Easement, must be in the Standard Abbreviations Table. 217. Abbreviations used for curve data such as radius, arc length, chord and chord bearing, should be in the Standard Abbreviations Table. 218. The surface water statement belongs on the topographic overlay presented to the city prior to recording the Final Plat. The statement should be removed from the Final Plat. 219. The Storm Water and Detention Easement Provisions should be removed from the plat. This provision is not one which has been developed by the United Village of Yorkville. 220. The Notary's Certificate below the Storm Water and Detention Easement should be removed from the plat. G:�ublic\Yorkville12004iYC0441 Aspen Ridge Estates(Dresdan)\docsJwywrotFinalEng&PlatOS.doc 221. The Surveyor's Certificate should be of the language and format developed by the United City of Yorkville. The "PROPERTY TO BE ANNEXED IN THE FUTURE" statement should be removed. This property will be annexed to Yorkville prior to this plats approval and recording, therefore the developed language for a subdivision within the corporate limits should be used. 222. The School District Certificate should be removed from the plat. This certification will be addressed in the Owner's Certificate developed by the United City of Yorkville. 223. The United City of Yorkville has developed language and format for all certifications which should appear on a plat of subdivision. Please review the certificates and amend those which are already on the present plat as necessary. Standard certificates and easement provisions are available in an electronic format. 224. The certificates on this plat should be edited to the present year 2006. 225. A Special Service Area Certificate should be placed on the plat if any of the land within this subdivision is affected by such agreement. 226. The abbreviated legal description under the title of the plat (all sheets) should begin with, "A SUBDIVISION OF PART OF......... 227. The abbreviated legal description under the title of the plat (all sheets) should have the words, "OF THIRD PRINCIPAL MERIDIAN" inserted after the word, "EASTA. 228. A statement should be placed on the plat to prohibit vehicular access to Fox Road and Pavillion Road from any lot within this subdivision. 229. Item number 8 of the Notes block (sheet 1) should state the actual or proposed pre- annexation zoning classification which will affect the lots within this subdivision. 230. The Easement Details (sheets 2 and 3) should be edited to reference Public Utility and Drainage Easements where Drainage and Utility Easements are presently shown. 231. There are small addition errors realized when summing the segments on either side of the common property lines for the following lots (sheet 2): • Lots 2-4 and 218 • Lots 6, 7and 42 • Lots 8, 40 and 41 • Lots 37, 38 and 39 • Lots 171, 172 and 184 • Lots 215, 216 and relate to centerline length • Lots 161, 162, 189 and 190 • Lots 21, 22 and 23 • Lots 22, 23, 24 and relate to centerline length G:iPubliclYorkvillel?_004".YO0441 Aspen Ridge Estates(Dresden),dots`:Iv ywrotFinalEng&PlatO5.doc a 232. There are small addition errors realized when summing the segments on either side of the common property lines for the following lots (sheet 3): • Lots 122, 123, 124, 125, 126, 131, 132, 133, 134 and 135 • Lots 108, 109 and 225 • Lots 140, 203 and 204 • Lots 148, 199 and 200 • Lots 151, 152 and 198 • Lots 85, 86, 87, 90, 91 and 92 • Lots 85, 92, 93, 94 and 222 • Lots 100, 101 and 222 233. The 10-foot wide easements along the lot line common to Lots 5/6 should be labeled. 234. 10-foot wide easements should be provided on both sides of the lot line common to Lots 9 and 10, 9 and 37, 8 and 37. 235. Lot 23 must have a rear lot line easement width of at least 15 feet to encompass the proposed storm sewer shown on the engineering plans. 236. Lot 188 must have a rear lot line easement width of at least 15 feet to encompass the proposed storm sewer shown on the engineering plans. 237. The East line of Lot 217 should have a 10 foot wide Public Utility and Drainage Easement to encompass proposed storm sewer shown on the engineering plans. 238. The rear lot line easements in lots 95 and 96 should be 15 feet wide to encompass the proposed storm sewer shown on the engineering plans. 239. The easements depicted at the rear of Lots 44 through 55 should be evaluated to determine if the present widths need to be edited to encompass the proposed storm sewer shown on the engineering plans. Scaling of the plans results in storm sewer not being within the easement. 240. The section line shown on sheet 3 should be trimmed wherever it overlaps text. 241. The usage (open space) of Lot 225 should be added to the graphical portion of sheet 3. 242. Provisions for Conservation Easement, Natural Area and Open Space are not standard provisions developed by the United City of Yorkville, therefore proposed language should be submitted for review and approval. 243. The Right of way width should be labeled for the short street which intersects the westerly boundary of this subdivision. 244. The South line of Lot 55, by graphic appearance, should have a curve segment added with radius of 167.00 feet, (C-5 minus 33.00') G`,Public\Yorkville*2004;YO0441 Aspen Ridge Estates(Dresden)%docstlwywrotFinalEng&PIal05.doc 245. The North line of Lot 56, by graphic appearance, should have a curve segment added with radius of 233.00 feet, C-5 plus 33.00') 246. The United City of Yorkville may want easements granted on the Park (Lot 224) for the proposed storm sewer shown on the engineering plans. CONCLUSIONS Our review of this Preliminary Plan will continue as the above comments are addressed by the developer and the design engineer and additional information is submitted as requested. If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Mr. Bart Olson, Assistant City Administrator Mr.Travis Miller, Community Development Director Ms. Lynsey Johnson, Administrative Assistant Mr. Peter Huinker, P.E., SEC Mr. Paul Dresden c/o Marvin DeLahr PJH/DWS/GEK, SEC JTW/JWF, EEI G:tPubiic\Yorkvillet2004;YO0441 Aspen Ridge Estates(Dresden)ldocs%JvgwrotFinalEng&PlaI05.doC fe. r 52 Wheeler Road •Sugar Grove,IL 60554 TEL: 630 1466-9350 FAX:630 14"-9380 www.eekveb.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: Aspen Ridge Estates Final Engineering and Final Plat United City of Yorkville, Kendall County, IL Dear Mr. Wywrot: We have reviewed the following submitted material for the referenced Preliminary Plan submittal: • Final Stormwater Management Report for Aspen Ridge Estates Subdivision prepared by Smith Engineering Consultants, Inc. with a revision date of date of July 6, 2006. • Final Engineering Plans prepared by Smith Engineering Consultants, Inc. consisting of fifty- eight (58) sheets with a revision date July 7, 2006. • A Final Plat of Subdivision, Aspen Ridge Estates prepared by Smith Engineering Consultants consists of four (4) sheets dated September 6, 2005 (a revision date should be provided). 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. 1. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered/threatened species or natural areas. RECEIVED PREVIOUSLY Consulting Engineers Specialising in Civil Engineering and Land Surveying b. (IHPA) regarding preservation of cultural resources. RECEIVED PREVIOUSLY c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (IEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. g. Kendall County Highway Department regarding the Fox Road improvements that are associated with the proposed development. 2. An Existing Field Tile survey should be provided for review. GENERAL 3. The street names have been approved by the City Engineering Department with the following comments: a. The historic name requirement has been satisfied (Undesser Drive). b. Teton Lane and Bitterroot Lane should be addressed as follows: ✓ Circular roads without clear break-points do not conform to the City's Addressing Grid System. ✓ Teton should extend from Sawtooth to Boulder on the north side of the park, or from Sawtooth to Boulder on the south side of the park; the other half can use the street name "Zuni", another Rocky Mountain sub-range name that's already been approved for use as a backup should it become necessary. ✓ The only way to address Bitterroot without a major redesign would be to designate those on the interior of the roadway with even numbers that increment from lot 210; west towards 206; south to 215; and east towards 211. Alternately, the perimeter of this roadway would follow in the same manner, with odd-numbered addresses. 4. All utility companies should review the easements to confirm their utilities will lie within the easements. The developer should provide proof of their review. SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, &STANDARD ABBREVIATIONS 5. 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 G:\PUbIickYorkV111e\2004\Y00441 Aspen Ridge Estates(Dresden)\dots\lwywrotFinalEng&PlatO6.doc ✓ 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 6. The following notes should be added under No. 8.13 in the General Notes: (SHEET 2) ✓The aggregate bas course should be compacted to a minimum of 95% modified proctor and should be free of all dirt and debris. It should be proof rolled and approved by the City Engineer. 7. The depth of contraction joints (3/4") should be indicated in Note 8G. (SHEET 2) 8. The symbols for catch basins and inlets are reversed according to the storm sewer tags and the plan and profile sheets. The Symbol Legend should be revised accordingly. (SHEET 4) 9. On sheet S-5 of the Standard Specifications for Improvement, the aggregate base for sidewalks is specified as CA-7. The engineer should revise callout No.1 in the typical street cross-sections accordingly. (SHEETS 51) 10.The Callouts for No.10 and No.11 in Typical Street Cross-Section (Pioneer Lane — Sta 100+00 to Sta. 104+20.79) should be revised to indicate the items in the descriptions. The engineer should revise accordingly. (SHEET 4) UTILITY PLAN 11.Street lights should have a maximum spacing of 300 feet and located near the side yard line to avoid potential conflicts with future driveways. The spacing between Street Light No. 16 and No. 15A exceeds the maximum spacing. Please revise or add a light to provide the required spacing. (SHEETS 6 &8) PLAN AND PROFILE SHEETS 12.Trench backfill should be provided and shown at all locations under or within 2 feet of pavement including roadways, curb and gutter, sidewalks, and bike trails. Most of the plan and profile sheets do not show trench backfill under sidewalks. 13.The following conflict tags are incorrect and should be revised: a. Conflict Tag 81 - Incorrect WM TOP will conflict (SHEET 11) b. Conflict Tag 25A— Incorrect WM TOP will conflict(SHEETS 20 & 30) c. Conflict Tag 59—Incorrect WM TOP will conflict (SHEETS 26 & 32) d. Conflict Tag 24— Incorrect WM TOP will conflict(SHEET 30) 14.The storm sewer types should be clarified. On the plans, the storm sewer has notations such as "CL A2 and CL B2." A note should be added to the plans stating this denotation means Class A, Type 2 and Class B, Type 2, respectively. Also, the engineer should note all storm sewer under the roadways or other paved areas should be Class A, Type 1 storm GAPub1ic\Yorkvi11e\2004\Y00441 Aspen Ridge Estates(Dresden)\dots\lwywrotFinalEng&PlatD6.doc sewer and where Class B pipe is proposed, the engineer should specify the material type as H.D.P.E. 15.The 40 foot vertical curve located on Pioneer Lane between stations 100+50 and 100+90 does not meet the minimum length requirements per Figure 2 in the Standard Specifications for Improvements. The engineer should revise the plans accordingly. (SHEET 10) 16.The pipe slope for sanitary sewer tag 107 should be revised to 0.19%. (SHEET 10) 17.The slope for sanitary sewer tap should be revised to 2.72%. (SHEET 11) 18.There are two storm tags 587. The engineer should verify and make the appropriate revisions. (SHEET 19) INTERSECTION DETAILS AND SIGNAGE PLAN 19.The top of ramp elevations at the following intersections are incorrect and appear to be typos. Please check and revise accordingly: a. Undesser Drive & Sawtooth Lane—NE and SE b. Boulder Lane & Bitterroot Lane—SW c. Teton Lane & Medicine Bow Lane—NE d. Teton Lane & San Juan Court— NE and NW 20.The elevations at the depressed curb are missing or are incorrect for the following intersections: a. Sawtooth Lane & Sawtooth Court— NE b. Teton Lane& Medicine Bow Lane—NW GRADING AND SOIL EROSION CONTROL PLAN 21.Building setback lines should be shown on the grading and erosion control plan. (SHEETS 42-49) 22.A number of the directions of flow arrows are incorrect. The engineer should re-examine the grading plans revise them appropriately. (SHEETS 42 to 49) 23.AII storm structures should be labeled on the grading streets and rim elevations should also be provided. The engineer should revise the plans accordingly. (SHEETS 42 to 49) 24.The flared end section restrictor (storm tag 142) should be revised. The detail specifies an 24-inch restrictor pipe while a 18-inch pipe is shown in the plans. The engineer should revise the plans accordingly. (SHEETS 45 &51) G:\Pub1ic%Yorkvi11e\2004\YO0441 Aspen Ridge Estates(Dresden)t docstlwywrotFinalEng&Plat06.doc i 25.The contours in the rear yards of Lots 48 & 49 should be corrected to accurately portray the spot elevations. (SHEET 42) 26.The easement between Lots 122 and 135 does not have a defined endpoint. Revise accordingly. (SHEET 43) 27.The easement between Lots 136 and 207 does not have a defined endpoint. Revise accordingly. (SHEET 46) DETAILS 28.The bury depth of watermain should be 5'-6A. The engineer should revise the Fire Hydrant Installation Detail accordingly. (SHEET 53) 29.The Stormwater Pollution Prevention Plan should include the following information: a. Descriptions of dust control measures. b. 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. 30.An area 6 foot wide with slopes 2 to 5% should extend up from the normal water level. No slopes beyond the 6 foot shoreline area should exceed a 5:1 slope. The engineer should revise the Typical Cross Section Thru Retention Basins detail accordingly. (SHEET 56) (The Designer is requesting a variance to this requirement) 31.Street sign details and locations should be provided. In addition, a note should be added to the plans stating the developer will reimburse the City for ordering and installing the street name and regulatory and warning signs. STORMWATER MANAGEMENT: 32.The Stormwater Management report should be signed and sealed by the Professional Engineer licensed in the State of Illinois that prepared the report and calculations. 33.The report by Aenon Consultants, Ltd. as provided in the report is for existing conditions only. Please provide a report for the proposed conditions and supporting calculations for the Conspan structure shown on Boulder Lane. 34.A flow logic schematic should be provided for the calculations to illustrate how each drainage area is dealt with. Diagrams should be provided for all of the three models. 35.The City Standard Specifications for Improvement requires that the model should demonstrate that the peak release rates meet the following allowable release rates: a. 0.04 cfs/acre for the 2 year storm b. 0.08 cfs/acre for the 25 year storm c. 0.15 cfs/acre for the 100 year storm G:\Public\Yorkville\2DD41YO0441 Aspen Ridge Estates(Dresden)\docsllwywrotFinalEng&PlatD6.doc i 36.The recommended rainfall intensities should be used. If values other than the recommended rainfall values are used, then the proposed values should be supported by locating each frequency and duration value that was used on the Rainfall Distribution Figures from the northeast Illinois portion of by Bulletin 70 and 71. 37.Calculations should be provided that demonstrate that the "ratios of precipitation" used in the HEC-1 model representing the variation between different storm frequencies is correct. 38.Please demonstrate that the W.O. and L.O. elevations in the overflow route calculations provide at least 1.5 feet of protection to the lowest opening for each lot. Several sections do not meet this requirement. 39.Regarding site drainage patterns, storm sewers and overland flow routes should collect from housing areas/lots to roads then to detention ponds. They should not be routed into house lots or between houses. 40.Ponding in the roadway areas should be designed to be less than 12" at the gutter line and 6" at the roadway centerline during the critical duration of the 100-year event. For example, there is 1.64 feet of ponding created on the centerline of Teton Lane in front of Lots 132 and 133 due to the WSEL created by routing overflow routes from the road back between the houses. 41.The value used for head (H) in the orifice equation is the difference between the water elevation and the center of the orifice. The H values for the 100-Year orifices in Ponds 1 and 3 were calculated using the invert of the restrictor instead. The engineer should revise the calculations accordingly. 42.We noted several inconsistencies between the restrictor details and the calculations in the report. Please revise accordingly. STORM SEWER DESIGN 43.The Engineer should revise the Storm Structure information found in the plans to include data for the structures in "Storm Run F". In addition, the report should be updated and the spreadsheet should match those used for the other pipe run calculations. 44.The Area labeled E-3 on the Storm Sewer Inlet Tributary Map is shown as 0.81 ac. On the map, but the report shows 0.34 ac. 45.Pipe 365 is found in the report, but not included in the plans. Please clarify. 46.The labels for Inlet 504 and Manhole 506 are reversed in the plans. 47.Pipe 509B is called 509A in the report. GAPub1ic\YorW11e\2004\Y00441 Aspen Ridge Estates(Dresden)\dots\IwywrotFina[Eng&PIatO6.doc 48.The City Standard Specifications for Improvement requires that the minimum and maximum velocities for storm are 2.5 and 8 ft/s, respectively. The following pipe lengths have velocities that exceed 8 ft/s and should be revised: 0 115, 201A, 825, 453, 537, 543 49.The following Pipe Slope information should be revised so that the Plans and the Report are in agreement. • 572 -Shown as 0.64% in plans, but report shows 2.31% • 580- Shown as 1.14% in plans, but report shows 1.36% • 582 - Shown as 0.50% in plans, but report shows 1.20% • 592 - Shown as 2.50% in plans, but report shows 1.25% • 609A- Shown as 1.58% in plans, but report shows 2.11% 50.The following Pipe Diameter information should be revised so that the Plans and the Report are in agreement. • 901 - Shown as 36" in plans, but report shows 27" • 903 -Shown as 36" in plans, but report shows 27" • 905 - Shown as 36" in plans, but report shows 27" • 572 - Shown as 15" in plans, but report shows 12" • 582 -Shown as 21" in plans, but report shows 18" • 609A- Shown as 15" in plans, but report shows 12" •469-Shown as 27" in plans, but report shows 24" 51.The following Pipe Length information should be revised so that the Plans and the Report are in agreement. • 141 - Shown as 119' in plans, but report shows 125' • 171 -Shown as 55' in plans, but report shows 155' • 107- Shown as 42' in plans, but report shows 50' • 234- Shown as 187' in plans, but report shows 181' • 901 - Shown as 12' in plans, but report shows 18' • 905-Shown as 8' in plans, but report shows 16' • 825 -Shown as 24' in plans, but report shows 30' • 367- Shown as 163' in plans, but report shows 141' . 369- Shown as 59' in plans, but report shows 65' • 545 - Shown as 158' in plans, but report shows 164' • 592 - Shown as 24' in plans, but report shows 32' • 619-Shown as 31' in plans, but report shows 39' G:Tub1ic\Yorkvi11e120041YO0441 Aspen Ridge Estates(Dresden)kdocsllwywrotFinalEng&Plat06.doc 52.The following Invert Elevation information for the numbered structures should be revised so that the Plans and the Report are in agreement. 146- No invert labeled in plans . inverts for the series 585 to 587 should be revised in plans and report Inverts for the series 589 to 591 should be revised in plans and report • 156- SW shown as 663.00' in plans, but report shows 663.20' • 154 - NW shown as 662.45' in plans, but report shows 662.25' 154-SE shown as 662.25' in plans, but report shows 662.45' • 212- NW shown as 658.40' in plans, but report shows 658.20' • 212-SE shown as 658.20' in plans, but report shows 658.40' • 706- SW shown as 669.35' in plans, but report shows 668.95' * 706 - NE shown as 669.35' in plans, but report shows 668.95' • 742- NE shown as 661.85' in plans, but report shows 660.85' • 784 -SW shown as 663.60' in plans, but report shows 663.80' . 798 - NE shown as 659.45' in plans, but report shows 659.39' • 798 -SW shown as 659.45' in plans, but report shows 659.39' • 800 - NE shown as 658.90' in plans, but report shows 658.84' • 800 - NW shown as 658.70' in plans, but report shows 658.64' • 804- NE shown as 660.30' in plans, but report shows 660.10' • 814 - NE shown as 661.15' in plans, but report shows 660.95' • 342 -The invert labeled NW in plans should be labeled NE • 364-SW shown as 667.40' in plans, but report shows 667.10' •400- SW shown as 664.95' in plans, but report shows 665.05' •402- NE shown as 664.65' in plans, but report shows 664.75' •434 - SW shown as 674.50' in plans, but report shows 674.60' • 567- Invert shown as 662.60' in plans, but report shows 662.15' • 571 - NW shown as 662.20' in plans, but report shows 661.75' • 571 - SE shown as 662.00' in plans, but report shows 661.75' 575 - NW shown as 661.75' in plans, but report shows 660.85' • 575- NE shown as 661.55' in plans, but report shows 660.45' • 579 - SW shown as 661.35' in plans, but report shows 660.25' • 579- NE shown as 661.35' in plans, but report shows 660.25' • 581 -SW shown as 661.10' in plans, but report shows 659.95' • 581 - NE shown as 660.90' in plans, but report shows 659.95' • 609- NE shown as 659.65' in plans, but report shows 659.85' • 6096 - SW shown as 659.35' in plans, but report shows 659.45' 53.The City Standard Specifications for Improvement requires that storm sewer pipes have a G:1Pub1ic\Yorkvi11e\2004\YO0441 Aspen Ridge Estates(Dresden)\dots\lwywrotFinalEng&Plat06.doc i minimum ground cover of 3 ft. The report should include calculations for Ground cover over top of pipes, taking pipe wall thickness into account, within the Hydraulic Gradeline spreadsheets. 54.The following structures indicate a pipe cover less than 2.0 feet. 9 312, 316, 360, 434, 902 55.The following structures indicate a pipe cover between 2.0 and 2.5 feet. • 108, 110, 112, 114, 126, 128, 162, 164, 168, 168B, 170, 174, 176, 180, 182, 184, 194, 196, 198, 202B, 204, 210, 212, 215, 217, 227, 229, 231, 302, 304, 314, 318, 324, 326, 328, 346, 650, 362, 368, 374, 378, 382, 392, 394, 396, 398, 400, 402, 410, 412, 414, 416, 418, 420, 424, 426, 430, 436, 438, 440, 442, 456, 460, 500, 504, 518, 567, 569, 571, 573, 575, 577, 579, 585, 587, 589, 591, 602, 603, 607, 704, 706, 718, 720, 734, 738, 744, 746, 748, 750, 752, 754, 766, 768, 770, 772, 788, 790, 794, 796, 802, 804, 806, 812, 814, 816, 904 FINAL PLAT: 56. A minimum scale of 1" = 60' is recommended for plats with small lots of less than one acre so that the plat is clear and uncluttered. (repeat comment) 57.Minimum text size on plats should be 0.08". (repeat comment) Lot number and acreage text is too small on all of the lots. 58.A revision date should be shown on the revised plat. 59.The street that connects to Fox Road should be named. 60.All streets should be labeled with "Hereby Dedicated". 61.A Special Service Area statement should be placed on the plat if any of the land within this subdivision is affected by an SSA agreement. (repeat comment) 62.Ten-foot(10')wide easements should be provided on both sides of the lot line common to Lots 9 and 10, 9 and 37, 8 and 37. (repeat comment) 63.Lot 222 and lot 225 are labeled as open space, for which provisions should be added to the plat. Public access for the bike path on these lots should be provided. Alternately, each lot could be labeled as a "Pedestrian and Bike Trail Easement", for which provisions currently used by the city are available. 64.All curved right of way lines should be labeled with the radius dimension. 65.In the owner's certificate the name on the first line of the certificate should be the same as the name above the signature line. G:1PubIic\Yorkvi11e120041YO0441 Aspen Ridge Estates(Dresden)l docs%twywrotFina[Eng&PIatO6.doc r 66.The owner's name listed by the Assessor's office is Aspen Ridge Estates, LLC. 67.The United City of Yorkville may want easements granted on the Park lot (Lot 224) for the proposed storm sewer shown on the engineering plans. (repeat comment) 68.In the Conservation easement provisions, the last sentence of paragraph two should be completed. 69.P.O.B. should be in the abbreviation table. 70.In the abbreviation table, P.U.E., R.C.M.E. and T.C.E. should be removed since they are not used on the plat. TOPOGRAPHIC OVERLAY 71. The scale of the overlay should be 1"=100'. 72.Only one Drainage Certificate should be on the overlay. Our review of these plans will continue upon receipt of revised final plat and final engineering plans. If you have any questions regarding the above or require additional information, please feel free to contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Mr. Bart Olson, Assistant City Administrator Mr. Travis Miller, Community Development Director Ms. Lynsey Johnson, Administrative Assistant Mr. Peter Huinker, P.E., SEC Mr. Paul Dresden clo Marvin DeLahr PJH/DWS/GEK, SEC JTW/JWF, EEI G:1PubliclYorkvillet2004\Y00441 Aspen Ridge Estates(Dresden)\docs\lwywrotFinalEng&PlatO6.doc c1ry� United City of Yorkville Memo : 800 Game Farm Road En ;1$36 Yorkville, Illinois 60560 Telephone: 630-553-8545 0 '~ Fax: 630-553-3436 LE Date: August 2,2006 To: Lynsey Johnson From: Laura Haake CC: Travis Miller, Joe Wywrot, Anna Kurtzman, John Whitehouse Subject: Aspen Ridge Estates Revised Final Landscape Plan Upon review of the Landscape Plan for Aspen Ridge revised July 5, 2006 the plan meets all Landscape Ordinance requirements and the Ives/Ryan Group has addressed comments that are relevant to their work in the revisions. p� United City of Yorkville Memo w 800 Game Farm Road EM 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 Oi Fax: 630-553-3436 LE �v Date: June 13, 2006 To: Lynsey Johnson From: Laura Haake CC: Travis Miller,Joe Wywrot,Anna Kurtzman, Dave Mogle John Whitehouse, EEI Subject: Aspen Ridge Estates Final Landscape Plan Upon review of the final landscape plan revised May 9h, 2006(per site engineering)by Ives/Ryan Group,Inc. and I have prepared the following comments: Final Landscape Plan 1. Adjacent property must be labeled with current zoning. 2. Remove all Acer x fremanii `Autumn Blaze' from the site plan and substitute with an approved species. 3. Parkway trees must be a minimum of 20 feet from street lights, fire hydrants, manholes and other freestanding structures. Tree locations should be corrected to reflect this requirement. 4. All retention basins that border the side yard of a lot(lots 4, 5 and 12 1) require a 30 foot bufferyard with landscaping of 1 tree per 30 lineal feet.A petition was submitted to deviate from this provision and not require the 30 foot bufferyards. Recommendation is to allow the deviation but still require landscaping as if it were a 10 foot wide bufferyard of 2 trees per 30 lineal feet. 5. The preliminary landscape plan review by Schoppe Design Associates Inc.,dated May 4,2005, states that the center park(lot 224)will be a city park. This should be indicated on the landscape plan and a note should be added stating that the site will be constructed to the City's Park Development Standards. This includes, but not limited to, installing site utilities, final grading of 2%-4%, and establishing turf grass.All site improvements must be approved by the Parks Department. 6. The trail detail and specifications for construction should be shown on the plans for approval. See Park Development Standards Section 3.11. 7. Trees#283 -#338 and#372 -#443 are not noted for preservation. Indicate on the plans if these trees are to be preserved or removed.Details and specifications regarding tree preservation should be added to the plans. (Aspen Ridge Estates Final Landscape Plan—page 2) 8. Details and specifications regarding erosion control should be included to show methods preventing construction runoff into the natural area during construction. 9. Past correspondence indicates that a linear corridor connection from the park to the Challey Farm subdivision would connect the park directly to the south lots. The public trail along the natural area along the east side of the subdivision is now providing connection to the Challey Farm subdivision, but there is no direct connection from the park to the south/southwest lots. To encourage users to access the park through the trail or sidewalk connections,recommendation is to provide public access in the vicinity of lots 162 and 190 to be maintained by the HOA. 10. The maintenance and management plan for the land to be owned by the HOA should be submitted for review and referenced as a covenant as part of the final plat to be submitted to the city. PC �Ccu � August 7, 2006 To: Travis Miller From: Anna B. Kurtzman, AICP and Rebecca Houseman Subject: Zoning Review of Aspen Ridge Estates Final Plat dated September 9, 2005 After reviewing the Aspen Ridge Estates final plat for compliance with the zoning code, staff had the following concerns: 1. As of August 7, 2006, the annexation agreement annexing the subject property into the City of Yorkville had not been approved by the City Council. The following zoning analysis is based on the draft annexation agreement revised August 3, 2006 classifying the subject property as R-2 One-Family Residence District. If the annexation agreement is revised or changed after the August 3, 2006 revision, this report is to be considered void. 2. Lot 45 does not meet the requirements of a buildable lot. The width of the lot at the building setback line of 79.23 feet according to the chart submitted with the final plat documents. The minimum width at the building setback line in the R-2 zoning district is 80 feet(10-6C-3B). 3. The sign(s) outlined on the Landscape Plan must include the details of the signs including height from grade, dimensions from property lines, area of sign face, graphics, any illumination, and inclusion on a plat of survey showing property lines and easements. According to the draft annexation agreement, after application and city review, the developer may have two ground illuminated entrance monuments (one at the Fox Road entrance and one on Pavillion Road entrance). Please let me know if you have any questions or require additional information. rsh/abk cc:William Dettmer,CBO;Joe Wywrot,PE;Lynsey Kawski S:\Rebecca\Yorkville\Residential Plan Review\Aspen Ridge Estates.doc SMITH ENGINEERING CONSULTANTS, INC. TOPOGRAPHIC OVERLAY G•DaBTEDGnRAT ND AS ASPEN RIDGE ESTATES � �,ne°mm . `m 0010 D1D10t9 pttOLrI�MONAt 0R9GN ETmf t6l-OOOloe COMP.TILT:W090B-1 yo om oyd.g A SUBDIVISION OF PART OF SECTION 1,TOWNSHIP 36 NORTH,RANGE 6 EAST AND SECTION 6, EDP :TMOMD TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN, IN THE UNITED CITY OF YORKVILLE,FOX AND KENDALL TOWNSHIPS,KENDALL COUNTY,ILLINOIS Iota i �9 d� t i of 1 \Q � y NOTE: ELEVATIONS ARE REFERENCED 10 NGVD29 Local.,.«. �.�.:w.r,�.-. :.;.::nz..u,>aw,.s`.+wwa+om+r.+•..�,a..r<a.u_..,-..__�.._v�..u..:,s......__.......... ..__ _.�..— USCS Benchmak 1t. eautheeet ao—of Highpcint Rood .SOS Monument of the and Me ra!I w arou'mg natty of Far Road.Nmumwlt ie a usGS ELEV stamped disk In convels. DATUM ON-690.08 DATUM NG`A)29 L.o BanMmork 2: Braze dlx an west end ofM1 hsoE.all an the"uth CtWTOUR DATA SHONN HEREON IS FROM side of Fox Road,—t of PaMllon Road at Boa Culvert. A SURVEY PERFORMED AND COMPLETED DATUM MO E 648.40 PRIOR TO OCTOBER 29,2004. DAMN NGVD 29 PREPARED ON JULY 6,2006 S I Benchmark I: e Rallrood eDi4e in N'thlro poser pal'west a/tM centerline PREPARED BY: of Pavilion Ibed along the oath Nde e/Fm Road.Power pale 'e 280 feet(4/-).set o/me nnterline of P-11111 n Rood. +^!'.<• ELEVATION 649.12 Np1 DATUM HIM 2a MIKE R.FISCHER Sita Bentsm %2 ILLINOIS PROFESSIONAL LAND SURVEYOR Ragroed pihe M the second power Pal west of gravN MvewoY No.3N3(EXPIRES:17/10/06) rys{of aYth nledlne of PaNll' pRoad and B fe't4(+e/�)east) If conuele rl ht of way monument. ELEVA11M- .52 GRAPHIC SCALE STATE OF ILLINOIS J DATUM NOW 29 m )SS _ COUNTY OF KE14DALL) STATE OF XLWQ'S 55 TO THE BEST OF OUR KNONLEDGE AND BELIEF THE DRAINAGE OF SURFACE WATERS M,L —h EE6'f) NOT BE CHANGED BY THE CONSTRUCRON OF THIS SUBDIWSION oR ANY PART THEREOF,AND COUNTY QF KENDALL) 1 Imh 2W>< THAT SUCH SURFACE WATERS WILL BE PLANNED FOR IN ACCORDANCE NTH GENERALLY ACCEPTED ENGINEERING PRAC710ES SO AS TO REDUCE THE UKEUHOOD Qc DAMAGE TG THE TO lil£BEST CF OUR NNOLN£Ot1c AND BELIEF. BV DRAINAGE REASONABLE SURFACE ENTERS IN HAS ADJOINING PRUPERTY BECAUSE OF THE CM57RUC77ON GF THIS SUBDIVi5ION BE CHANGED BY THE CoNSTRUCTION OF 7H/5 SUf70/NSION BU7 ER PNTEI F 7N C BEEN MADE FOR THE COLLECTION AND DI RSON OF SUCH SURFACE WATERS WRJ PUBLIC GATED THIS_--DAY or_-- — 20--' AREAS GR DRAINS EHICH THE SUBDIMDER HAS THE RIGYT TO USE,AND THAT SUCH SURFACE WA lERS"LL BE PLANNED F>Xf W ACCORDANCE M17N GENERALLY ACCEPTED TOPOGRA i O�'Qr ENGINEERING PRACRCES SO AS TO REDUCE THE LIKELWoGO OF DAMAGE iD THE ADJ WWG PROPERFY BECAUSE OF THE CONSTRUCRON of THIS SUBDhFSDN. A,PEN OXE ESTATES IUMO/s u—d Professrona/Enghrev Omar v Duty Authorized AH—y 10_y YC)VK ,I LLF— Lavas No.062-057516 DATED THIS DAY OF_ License EIok—11130107 PEN810119 DNN liY: INT: DATE RtO,ECT N0. NTD 7 040WB.OJ-4 IRhola LIP. d Pro7essima/EnyMev Ownv v Uu/y AuMvized Attorney E DSN BY: IM: HIM SCALE: 4REET N0. No.062-057616 a - 1'-200' Lk_.C pree 11 130107 A CHK B7: INT. %M SCALE 1 of 1 y MRF NIA SMITH ENGINEERING CONSULTANTS, INC. clRe./sraucnTllAL¢RCD[mts ABD s-IrRVCroK9 FINAL PLAT OF SUBDIVISION OF �. ��y..:Ary�m ASPEN RIDGE ESTATES PRB.��oN.L Di61GN.�.T'6:°°°'os LI PLOT DI fI1C pa90a-IP-061906.Cry ru:STANOAPO MEW 04a9ce-Ol A SUBDIVISION OF PART OF SECTION 1,TOWNSHIP 36 NORTH,RANGE 6 EAST AND SECTION 6,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YORKViLLE,FOX AND KENDALL TOWNSHIPS,KENDALL COUNTY, ILLINOIS oil52.64' /18.871 N.�, 35 �� r Or WAY GE iLl PER rAAT ElAHI OLEO WOOROW / CFNIERI3NE GF AURU.SI T1,7002 AS OOLLLM 1 I(p191T2 ANO NAME / Z0U s W M UATA-TO BY NEN r / " l'OAO Ai P I. 0/lL LpINIY IC � � I A r coRNLx i FdIT10 rc PENN'NAA /({3 :s IN 2NIFRLRIE OT RUAU /y OP6' ` •' . nMnrn i may. G d o sr w<sr cT P.c� i L� �,........ .......:s,. ` e igWWAY DEPAR]NETIT / -...---ELL"' -,' , 40 19 _ b TH4 \\ ', 1 Fnuw ra LOT nz \\ \ 1 PENNY NA4/N �//i / T. /��- l �,I`�♦; `.` \ C£NiFA1.INE x CO AT P T \ A oa Yoh LOr,a� 1\ FOUND 7/8-MI'E /�'Fa1Atz CwovwETF R9 / ALOr,zz (03 (ot \ \ 2.94'SWM LY ROW / ,,O.L� JIgG Nr aW ` LOT„o gyp, �LINT MfJIr OT \ LINE PANLLIOV RpM9O�.u� \ �. L°�BN GB LOTS ♦LOrA `♦\♦ 3 �! (OS O`I' '�'_-� LOT,W p LOTZ1\� yQb I.T. T LOT l7 rAr LOTO6 , LOTa i -�� I O' ' Tu ♦\♦ OT IGPI r \i _ / T MCS1 �LO r ROD IN f L LOT to ASPHALT FDUND 10 LOTar 1 , LOT 41 LOTe , I YOj 1111 Q T CIl LMYE / ilrtieiarc rK ' Lor AO LaTIy/ "�' 1 r LoT Z� L\ Lor loo f ROAD AT PC, 'Lbr Ar Lor 17 YO �' /I � Yo-� V LCTTG FouvO 1/6' I I A ` . PIPE Za9' Lora , , Lor ze N WT m ON L LOTS LIIT r/1 L d OV INC NN£ � r _ Lm 3e orw onn p C%Owm gTM7VTIMENT LLOT SC ^- - I 1 LOT 1F OT tet O r0�(Op i o LOTH LOTa I 1 LOT ITT lOT 1. 11/1 (O V P� OT- IO LoT % Lar lz orla Lor la 1 , Y 3i "' LOT IM 11 1 LLOin 1 I 1 LOT. IT 13 ' $ LOT M LOi'L9 LOT 14 1 lAT ier r 4 @ r m n Erna \ ;, Loin Lors Lm•e 41\ `Lni,a or1W A ���Yo og 9 1 I oT j/ �\ LoTm Loran \\ \ _ n a 1.10�`oA '8 ;s, Lora ` LOTM 25 1 75' ` LM IT T� •'N'L Lm �Tm �n �Lore Il ie1 LOr eI L� FGYIO 1' sim PRS.w 90CNLJ00lW ','� L ,\` C LOTa -21 IOTN lOra LOTa LorII♦ Y OTM PINEN PAE \ IALi ♦\ �OT TA LOT 931E 0.09'NCBM I AAICZPWCR II Oi LOTS ♦\♦ lOr T1 I iLOTS9 11 1 L OT65 WN/M RPF OT a4 11 1 O 1 LOTa orn oT al L II 1 \ LOr to -'�[ .��BR tYRATE)F Q04'Ngt1Nd J1 r-�yIL\ N n OTa `♦ •�lJ e. _ .x,; �zs<2^T7 \ MoNIWFNT ) rERLr LOT. Linn LOT 1 IIInp1� WT. Lorn 1 ~ 1 MRE LOr 1 1 1 1 6T8,aa 1 EENCE a oTn hT WT L°r� a, - FENCE \ lOT aad CORNER IS FOIMO r/2"5TFTL \ \ SNAVD 1• 0.GB' B00 W CONGPElC ' TNT' Ili f r , 6T. 8U':ia'03 I PM4H PIPE ,0.76'EAST POM'T GF ' \ / \ BEGINNING �•M W OOG'W/F3CVa84 S PER om sacw •. .a FDIRA NLRRE MCNUMENI A G Fnsrs PwI -. ClR4VE TABLE FENCE ARE 0.5' CURVE LENGTH RADIUB CHORD CHORD BEARING NM N,50UFN d EAST AND �., d4 GRAPHIC SCALE L... __ LI 23.62 20000 2560 58•15 CI 7385 23.00 31.77 'W C3 ]33.12 76500 70534 Sr5' '107 ILy•3•T��� C4 17712 200.00 124.99 5819458 1.ALL BEARINGS C3 258/ 100.00 2580 N78D9' 7 � 1.ALL BEAlNNGS ANO OISTANClS ARE BASED ON INE ILLINOIS STAI£PLANE COOROR:ATE (DI RR) C6 19.24 100.00 1921 J56'477 SYSTEM.EAST ZONE. 1.1h-100. C7 691.15 H000 621.25 5150" 2 UNLESS SIAlED OIHFAW ,ALL EASEMENTS d 5Y 18AD LINES ARE HEREBY C8 681.15 440.00 62215 _"e," GRANIED, _ L'9 28.04 25.X 76.59 '9"W - 4 42.28 200.00 42.20 N0575 2"W J.ALL AREAS 9 WV ARE MORE OR LESS 1 AM IR'A 4YY_DY C111 8511 1000.00 251 S12741S7 4 J 14-SIM FYPE5 TO BE SET O ALL£XIERKLR CORNERS UNLESS OMERWSE NOTED. X OF C12 15704 200.00 153.01 =`".. 3/4"STEEL PIPES'TO BE St7 Ar ALL INTERIOR CORNERS WININ 12 MONTHS O` L CfJ 16775 201200 152.87 '10-W RECORDA Fdl. LAND USE ACREAGE TOTAL ACRES CI4 314.91 130.00 290.89 105854Y2"W 9NCLE FAABLY DETACHED 71.49 ac 57.0 CI5 186.37 2J0.00 181.31 NOJ31'367 S DIMENSONS ALONG CURLS ARE ARC DISTANCES UNLESS 07WROSE NOTE.. RETFNRON R OPEN SPACE 2837 ac. 2J.T C16 3385 WOOD JS69 N?749'5919 PARK _ 1.88 x 7x 077 18188--25000 17887' •. 6.NO OIMEN90N5 SHALL BE ASSUMED 8Y SCALING W IERNAL R.O W. 21.57 Oc. 17X C/8 68J30 43500 61518 5f'S07 7 ALL ROAD RICH TS_OF-WAY ARE NEREHY DEDICATED TO INE U1WTE0 CrY OF EXTERNAL R.O.W. 2.58 oc 2% DEN 9I UNITS C19 14.99 30.00 16.77 •7'W YORK6RLE LWLESS OTHERWS NOTED. TO rAL GROSS ACRES 175.85 oc. 1001 1.2 dux GROSS 2117 C20 84.75 50109 84.64 N125939 C0 706.26 45100 676.40 N 'IO"W a LYIRRENT ZONING OF PRY PROPERTY IS YORKWLLE R-Z.SEE ANN£XA77 W AND ZONING MHNTMUA4 LOT SIZE.' 12,000 Q.ft. 017 157.DB IOC.00 141,42 NW 70"W ! AGREEMENT FOR ANY FURTHER DETAILS MAXIMUM LOT SUE,2J,291 1q. ft. CIJ 15].08 IOC 00 141.42 5365150"W S.NO LOT SHALL HAW DIRECT Y k%VLAR ACCESS TO FOX ROAD OR PAMLLION ROAD. A9ERAGE LOT 92f: 14,751 q.It.. 024 151'72 100.00 141.41 '10. - - 025 13709 100.00 14742 N36 7' 7 110.TAM IOEN]IfiG Dd4 NUMBERS t PARENT TRACT ANOR TO SUBDIMDNC-5 025 256.56 100a 00 25586 N74' S0'Y PROPERMM O-01-416-001!05-06-301-001. 017 194.04 365,00 /97.76 54057'457 It.LOT 222.224 AND 225 ARE HEREBY COFV W=TO TILE UNITED CITY OF YTMIrNI.IE� C2B 167.75 200,00 7628 N 'SO*W ` BSL-BUILDING SETBACK LINE C29 40.15 2500 3597 538.8M"W 12.L01 218,279,210,221 AND 223 ARE IIERESY CONI£YEV TO THE ASPEN RIDGE D.U.E.-DRAINAGE UTILITY EASEMENT O.E.-GRAIN C EASEMENT C30 JSJS 23.00 72.47 N41 'T"W HalEOXNERS ASSWADON" LE-LANDSCAPE EASEMENT C31 39.27 2500_ M. N33 J1'Z"E R.OWE.-ROAD CONSTRUCTION!MAINTENANCE EASEMENT C32 79.27 25.00 3836. 477•YW 13 AN EXCLUS,W BLANKET EASEMENT FOR ACCESS IS HEREBY GRANTED TO RI£UN17ED AO.W-RIfJIT OF WAY 033 3.27 1500 34,96 N60M8'19'W CITY O'"YCRKHLLE OLER LOT 214 219,220.221 AND 221 PLEASE REFER TO COYMANT5 T.CE-IE74PORARY CC4VSIRUCDDI4 EASEMENT C34 40.21 25.0'0 76.01 N 4;72577 AND RESTRICTIONS FOR UNGUAGE AND DESCRIPTIONS P.U.d D.E-PU21/C UT7UTY!DRARNAGE FASEMENT 035 2984 15000 8851 N25T7'4-W IA LOTS 222 AND 225 OE9GNA IEO AS"OPEN DACE",SHALL BE COVERED BY I R- -SIORAIWAlER MANAGEMENT EASEMENT C36 19.62 2509 1912 S1470'54W BLANKET PUHTC'URUTY AND DRAINAGE EASEMENT. R-RADIUS L-ARC LENGDI CJ7 2J 76 2500 22.81 NM f'11 N CH-GIORO 2EARPIC 039 34.56 2500 37.87 N86T340 N SITE LOCATION MAP CH-CHORD DISTANCE 040 -36071- 2500 3102 N49'8.01"W C41 35.35 2500 3313 NIT '4 +,Rr P�RN•,O� iT C42 39.51 2300 555J N6T3J71"W 3"> ,{ i- - /•11c1A C4J 31-ff 2500 3518 N 276'297 044 39.27 2500 3536 57651'50-W + 32 ------- CENIERL/NE .. 045 7927 2500 35.76 .S5J08'107_ f :. 31 'T_ .: C46 79.17 4500 JS.J6 55302'10 _ Oetdu Cylyey 1t- BOUNDARY LINE C471 39.27 2500 J5.36 N3651' Fes' ` AO,r Lmo,MAr•FU } Y C4B 39.27 2500 J5.J6 NSJ - � f93,Y _ •?y� �' -1 -��---�--- RIGHT OF WAY LINE 049 79.21 25.00 J5J6 S 5150"W I< Ja,.1I /0 - 050 JB.90 25.00 35.09 ;73k1`E LOT LINE C5/ _79.96 25.GO J584 84167 - f ' „9,Z7 25.00 J5.J6 N70' '9- 1�• Y y" '; --_ BUILDING SETBACK lM£ C. - rMTBr 6 CSJ 19.21 33.00 35.36 519'16'01'W 1\ 't � -- --_ EASEMENT LINE 054 7762 ?5.00 34.79 509;78 C55 41.N 15.00 76.86 ,X8197487 r�Y 7, r1A� i ; --- - -- - EXIS77NG DEYELOPEMENT C56 36.41 2500 J128 N682745r IYJ4i' T�/� !.p�M Ar �yl C57 36.41 25.00 JJ 28 14 8.4 - ?1.1,_�L IM �„'I yJaY(�'14� "� '• C58 47.70 25,00 J7,0J '187 , tl .w4'� +x 14502 J C59 39.27 13.00 J5.S6 N I'07 060 79.27 25.00 35.J6 N5J -W 048 ¢ ' L �AT L5/ 77.12 25.00 J380 S347J'*" .w - R !'T� C62 20.25_ 25-60 1970. SJ5 1.50 _ ?��l ti s N - CF SLB IWISION C6J 23.20 25.o0 22.J8 N1475'J9 �. fNIrA14lE4 .6 ,1� ASF3H`I ESTATES C64 7538 25.00 3726 IO871"W SAM i V L'.1 C65 1626 25.00 _7716 5/ i Jr 'Il e1 'w4, 1 )IORK rnI, LLhaS C66 M.32 25.00 7321 52 X`061. w - 6 C67 36.J2 25.00 JJ 21 N59701091w fWp,ID - C68 21.76 25.00 2f.08 T"27-E I 'Nd'I� MML 1 4 C69 21.76 25.00 2f.08 N16'48.017 RarrrNRl -j�L ;`lrr/ - f♦fl451014 D4N1 BY: INi: DATE foRQECT NC. C70 7927 2500 35.36 651'5'W 1994, - A N23 M i � r. NTU 09 06 OS 0SHEET DJ. -_ C71 J9.17 15.00 J3.J6 N5JD8•IO'W . 71 'rl ii�a�� - Rs Ma.LLC. z DSN BY: TNT: HORIZ SCALE SHEET NQ 071 157.08 700.00 141.42 NJ651'S,7� Y 1 IN •T 1'-�' C73 1421 25.00 1727 51 '17' NOT ro 9GLE 174K BY: TNT: VEFET SCALE J Of 4 C74 19.09 25.00 1867 NJODI'1"W 5 CLD NIA SMITR ENGINEERING CONSULTANTS, INC. mvDarLucr Inuffm m ra FINAL PLAT OF SUBDIVISION OF ASPEN RIDGE ESTATES �r FttE 5 ANDARO/p-03190e.ery L1Ew O<a909-AI A SUBDIVISION OF PART OF SECTION 1,TOWNSHIP 36 NORTH,RANGE 6 EAST AND SECTION 6,TOWNSHIP 36 NORTH,RANGE 7 EAST OF THE THIRD PRINCIPAL MERIDIAN,IN THE UNITED CITY OF YORKVILLE,FOX AND KENDALL TOWNSHIPS,KENDALL COUNTY,ILLINOIS N w GRAPHIC SCALE Hach 1°°'M1 / �-yy /�96 N� •f/ J .�s 5a\alp EkISnNO RAw � v i `l�/ �T.� /yAg��A G p� / p,° pp•,e"N •� 3A 7.E / Lp63 551 / C'. $T l�ey1 J?l a5 ry7a'JJ'S .`..IT3 u r JS (rn{1 r / 'Sin £ 19'P.0�'e`r Q' ,• '.are 1e1.4157,E wru xpJ Nersl•Sa•E u SETh1 4r 9' . `Ic y'�}/o•°P".L u° °` 1'3131�•9rpA./� '03 p N A= P.0 i L' sas7- JJ' jjW(( .Jg e:9.E ISe9d net31•s9'E k• ,dy;\ 1 \:!e� h 0,1je•'C. it wIDr,aB.g ,�^•- - �r.1 yc g8.'w" '.a,.' eYw°. ...a' '�$' l� �or„�'-$- a ♦ �. loo.00'�I ' I 1¢39Y ' p'-s- -50 wor 1 g Y LOT b y9•E ,p L c9a.!!E sm 5' W 01 49' 1)1.99' �'1 , f5).1_Y _�� S��e • '1. / .n"� I iS ll-�'�11 y3;: Na9o��nNtoo'1 Nei,i�+'8 a g JJ I$ L X. 9. a a' °,E u, EnN3v+wnoN w ml� aI's1'SO•<�o$ ° T �4)'' � fi �_ ar �-�".».> 8. USEttENT g LOT. 115,IB a a, v n J 1361 $Lmw,��Zy h E _yw � ra L• l` y !727* i)a 00 t7 !6141' y/ q °•Pu. IJS JJ i9.3:30•W'f' L , rB•+Lm,i 44/ S,Ld 8a �, , �yy ,• - d - •zan - IV� san.rbt 6/r yy Iw.SFT Ne91T'OB•E 1 L°I In gx tl•S •• ^'�� a u xm« g�a9 Ne TM LANEs:�ae9' m ZY arsaa5' y 8I� ,�fl �01�ion ae k _ 1L 31'39'w �� 9336' xt J4' r5O J9 Na9T1'!4'w c5al 0 _ s� TN7Y•E LOT IN °� ' A LOT »`o�°AIrG L9,M, $ v a ,Q A•P. t]a.7/ •r viz n 16239' Se131'S9•'M �7 , 16499' $D131'90•w 75330'E yl'S179'W $1 1g 11 I 1K ' JY Nanrs°T >®v +T+°' 10• $af7Y59^N $ Y lu'�'.50•E SM 51'SO•w a1 Ng,51'39'T ��, Sa19159' . II -x�� EgygPJA11TN r`,°::; $1 °. 8 n„ °.vr T LANE X04 31'39•w �, E„q '�. <b' °• °'0 1. 33' BT.09• r+39p'p9 b.� `ZjL ...`� ;20' t ��i6. ' °w°q� N.9a' N 1 u_wv wV-Q't, y a,e°p0je•E ,G iKa48 q'1� T- o�a° o 1 sel'new>at'.3SgA m r�O`__Jc'� `ja1 y N1la9�x�m9 o x7N�.'•eE f c.E y�.•5,a 573.p x,s9c a'"' 0\�v V\ �esc'r;9�.,To,�v.x'� .c. ,.�'�:�y i�. �I�•�.`;I;.a��l s LIT 1911 "+�$Lm„gd g L�O"wT.s o 8 ,61 4 yW �.o • -9d °z f°y aaao. ea T. .v�4a. w er easrroYw . ffi Nel'3f'$0 ` ° ♦•° 12.16• )d!Y .&� �t -'2 LOT. Lm r�B.$�;��•. ' ,fl�xo 1gpd+ "o� �e9� r`eti d'Lm,m $ gGLm 8gbl": � ..8'::reo, <2.tA °$°�°�tl n o;"tl .+•C .."� a„ <y Y ,�e,.r-�' i _ Vic. C6 .1y��e •�''���:. "°' '� <, <3 \ < g L-la9t' ego.<> !oo _r I ^� Lei �'a �\ LOT.,.. �. '� K L�•1' < SFMACx ray7 FJisa9vr c�Td1. '+6 \ 9' •c 'r 'S.'b =',°'•i" aAr W+E - - W?F!rzEeo Y.ARO CQYa61VATKX•/.F-ASE4EM ` mn a' �° ��°'f�`' `U. i -, n \ c W L-)..30 - TETON,M-I';r' N2ns. .°, t-. N�to;� .$�-b'•� <.r9.rsz .,8 ro° L- 7p, I Lm. q .euzutNr AAa)anws,Lx TwlGt LnNCa m,wRwsT UArwrtn I ,� � 4'1' °'v 'ay'\" °b•`'.4 b' ,.e..u. a z wERE anslarar sEw:RS SArNrANr sExws oRAwrER 5•' M 'y��1y5� <�;A\b�' ��'LtS ��� sJQ'?�s. ,•...5 �'g _L $ a•� r" $_ 1 �I NNNS A8E 81M' IX.G sat'LOT LN7LS wAww FA9T uoE `} lm s < Y� N lAr f, �'"r p .,r I L - (IO IEET -A AIa1LO U11LITr A/O a«NACE GSLNENr SNALL er �-N �'�1•x,' 9y 9E wmwac9. xeArm. •�•,. ,�` °°°`q!iti 6,. `Tty s4W,,ys,�- read sesye7Jtti!T 1K I ea' u _$gnf'SCW y,r s owr ularlES Nor rA eE lNSrALIm wlnN AE coA¢nvAnaN dim K n Tw 23 '+a.A<• �' 14636'I I� JYE _ o .y.o ea I I Na0•JS I EefyWli. � ,LUVStnvA ' m;;. »tlr.'4 &P�+<'s`x'L03:P gi ".y.- Lai a�EK nv'rc-�p L$ �I}Sx<' �1eJ<'�rp L''� RT we k naKJ)) Ne9�x'•uti` uo°G'� sP.u� u,Y tilm w° ;;. 8w ofeJ ex. r A.E av �r gi4pd• rd aSL E� �4''p `�+� ,4�.. <• <� iysY m.Ig1 � '^1`•" .1. ' 8. /� Q },.. �a(57aE �TiN191H,I I j.. /S'o ew.�`.8 A 'J J, 9. r pTaTT�� 1�, Y ]-I37 e3 E� � �c d/.1• 1n°.e K' ww4wLtR �.� qG o \ � LT IKEA 5 P.0 wl IT �ot)• II''e A.E. •G'P?n^ ,,',.,. '�' < ��oo' -j LLv,LnaN �Y� 7p•p'vs k•41.6 ��z id ---'-g $ erg. / °soev9'I° ' JA mi< -��T Lde`ASEWE r Cb s L Lew BAeAE �1-- - ny�3 1 1 c,m 5�zy�4•W sE aIX L/O'P.0 y \•rT q n .n. PRRRrr §�� -As n r M mu' 3�w 2 mac ,lA:7rao,.RY.A`}3C r.. $m 'g'..•: 8l , I -6 Ae �K SST k a $ SaD �� s'o1r9} se4nae�.rT�J S'� �c 51\C4P-FAMLY ' r 3Bp'3293"f'r 'q��v 'ETRACK AID 6A JT-QL-TAL _� ra 1ytig.7Y q . ALL LOTS 811NxL 44M 00 Poor AS W X]0 FOOT A'0 5 FOOT SL!l/lLEIY L CRAA4CiAi46 L G�C1MS 1.- Nazm LAL9W 07;4MPK 9!N072V I.EASE9ENr dwEN510Y8 ME 111561E UNE'SS 9-,nE Nt lrc, A LARNE alY eIAPY-4$.LMTARY.4"MPS a,w)ER ruNS rue/nm•Ataac. 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HORIZ SCALE: SHEET NO. 19250 Everett Lane, Suite 101 1 - NONE Mokeno, Illinois 60446 1 CAK BY: INT: VERT SCALE: 4 of 4 S OLD N A vr- yQR UNITED CITY OF YORKVILLE 800 Game Farm Road - Yorkville,IL 60560 630/553-4350 PC# acc'Q- c� APPLICATION & PETITION Please Check One: Preliminary Plan x Final Plat Development Name: Prestwick of Yorkville Date of Submission: June 14, 2006 Phase II 1. Name of Petitioner(s): Yorkville Farms Development,. LLC Address: 9009 Route 126 Unit B Yorkville IL 60560 Phone Number: 630-882-8800 Fax Number: 630-882-8807 2. a). Street address and physical location of subject property: Southwest corner of Ashley Road and Route 126 b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 193.79 Ac. (Total) , 113.56 Ac. (Phase 2) 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: James E. 01 uir. Esq. , Goldstine Skrodzki Russians Nemec and Hoff Ltd. , 835 'McClintock Drive, Second Floor, Burr Ridge, IL 60527 -(630=655-6000) Attorney: Name: James E. 01 uin Go stine, S rodz i, Russian, Nemec and Hoff, Ltd. Address: 835 McClintock Drive Second Floor Burr Ridge IL 60527 Phone Number: (630) 655-6000 Fax Number: (630) 655-9808 Engineer: Name: David Schultz - Smith Engineering Consultants Address: 759 John Street, Yorkville, IL 60560 Phone Number: (630) 553-7560 Fax Number: (630) 553-7646 Land Planner: Name: Phil Stuepfert - SEC Planning Consultants Address: 759 John Street, Yorkville, IL 60560 Phone Number: (630) 553-1700 Fax Number: (630) 553-7646 Page 1 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 1 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: June 14, 2006 Petitioner(s) Signature: .(All legal property owners signatures or their authorized agents(i.e.Planner, Petitioner's Attorney,Engineer)must appear on this application.) YORKVILLE FARMS DEVELOPMENT, LLC By: ML 44x11. Subscribed and sworn to before me this 13th day of June , 2006 QEUSTBE�EAL"UIN Notary Seale of Illinois Selat.2S,2007 UST BE NOTARIZED. Page 2 of 7 United City of Yorkville Prelimina ry/final Plat Application Revised: 5/4/04 Pc tau U — 5-7 52 Wheeler Road •Sugar Grove,IL 60554 TEL:630 1466-9350 lit FAX.630/466-9380 www.eeiweb.com Engineering Ent®rprisss, Inc. July 25, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Final Plat and Final Improvement Plan Review Prestwick of Yorkville, Unit 2 United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: We have reviewed the Final Plat and Engineering Improvement Plans for the referenced Prestwick of Yorkville, Unit 2, consisting of the following material: • Final Engineering Plans prepared by Smith Engineering Consultants, Inc. consisting of eighty-five (85) sheets dated June 9, 2006. • Stormwater Management Report prepared by Smith Engineering Consultants, Inc. dated March 30, 2006 • Drainage Report & Storm Sewer Sizing prepared by Smith Engineering Consultants dated June 13, 2006. Our review of these plans is to generally determine the plan's compliance with City of Yorkville ordinances and whether the improvements will conform to existing City systems and equipment. This review and our comments do not relieve the designer from his duties to conform to all required codes, regulations, and acceptable standards of engineering practice. Engineering Enterprises, Inc.'s review is not intended as an in-depth quality assurance review. We cannot and do not assume responsibility for design errors or omissions in the plans. We offer the following comments: Consulting Engineers Specializing In Civil Engineering and Land Surveying 1. A copy of the Natural Resource Information Report by the Kendall County Soil and Water Conservation District should be filed with the City. 2. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered/threatened species or natural areas. RECEIVED PREVIOUSLY WITH PHASE 1 b. (IHPA) regarding preservation of cultural resources. RECEIVED PREVIOUSLY WITH PHASE 1 c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (IEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. 3. A summary of quantities should be provided for all public improvements. In addition, an Engineer's Estimate of Cost should be submitted for review, and a letter of credit or bond should be placed on file with the City in the amount of 110% of the approved Engineer's Estimate by Yorkville Farms Development, L.L.C. GENERAL 4. Each sheet should contain a notation giving the total number of sheets in the document and should show the relation of that sheet to other sheets (i.e. Sheet_of 85). 5. The title block in the lower right of each sheet should be revised to "Prestwick of Yorkville—Phase 2°. SPECIFICATIONS, GENERAL NOTES, SYMBOL LEGEND, & STANDARD ABBREVIATIONS 6. 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) GAPublic\Yorkville\20041Y00420 Prestwick of Yorkville(Stewart Farms)\docs\lwywrot04FinalEngPhase2_Dl.doc 7. The engineer should revise Note No. 3.D in the General Notes on sheet 2 to "All ditch side slopes shall be 4:1 and all grass areas should have a minimum longitudinal slope of 2%." (SHEET 2) 8. Under Note No. 4.E in the General Notes on sheet 2, the reference to CA-6 aggregate should be eliminated. All trench backfill should be CA-7 aggregate. (SHEET 2) 9. Note No. 7 in the General Notes should be revised to specify a Neenah R- 1772 casting instead of the Neenah R-1713 casting that is currently specified for a closed lid storm manhole. (SHEET 2) 10.The next to last sentence in General Note 8.13 should be revised to the following: (SHEET 2) • "The backfill material shall be proofrolled and approved by the soils engineer and City Engineer or an approved representative." 11.On sheet S-5 of the Standard Specifications for Improvement, the aggregate base for sidewalks is specked as CA-7. The engineer should revise callout No.1 in the typical street cross-sections accordingly. (SHEET 4) 12. The engineer should revise the surface course to Superpave, Mix C, N50 in the typical street cross-sections. (SHEET 4) 13.The engineer should revise the binder course to Superpave, IL-19.0, N50 in the typical street cross-sections. (SHEET 4) 14.Horizontal curve geometric information should be shown on the Plan and Profile sheets. LIGHTING PLAN 15.Page S-6 of the Standard Specifications for Improvement requires that a street light is located at all intersections, all curves, at all ends of cul-de-sacs, and at a maximum spacing of 300 feet. The engineer should address the following areas because they do not meet that requirement: (SHEET 5) a. Between Street Lights 72 and 73 b. Between Street Lights 75 and 76 c. Between Street Lights 33 and 34 d. Between Street Lights 34 and 35 e. Between Street Lights 35 and 36 f. Between Street Lights 70 and 74 g. Between Street Lights 50 and 54 h. Between Street Lights 54 and 55 i. Between Street Lights 44 and 45 GAPublifforkville=041Y00420 Prestwick of Yorkville(Stewart Farms)l docs\Jwywrot04FinalEngPhase2_ol.doc PLAN AND PROFILE SHEETS 16.The following comments apply to all of the Plan and Profile sheets and should be addressed by the engineer: a. Trench backfill should be provided and shown at all proposed utility locations, including service lines, under or within 2 feet of pavement including roadways, curb and gutter, sidewalks, and bike trails. The "General Notes" section should be revised so that the eighth note from the top states the above-mentioned. 17.When water main lowering is required for IEPA separation requirements or to resolve utility, lowering of the water may should be accomplished through pipe deflection rather than the use of fittings. 18.The engineer should revise the following structures to five foot diameter: a. Storm Structure 330 (SHEET 26) b. Storm Structure 332 (SHEET 26) c. Storm Structure 816 (SHEETS 27 & 38) d. Storm Structure 828 (SHEET 27) e. Storm Structure 758 (SHEET 35) f. Storm Structure 732 (SHEET 36) g. Storm Structure 734 (SHEET 36) h. Storm Structure 526 (SHEET 38) 19.The stationing and offset information for fire hydrant 818 is incorrect in the profile view. The engineer should revise the callout appropriately. (SHEET 21) 20.The callout box of the last fire hydrant on the left side of the profile view of sheet 22 is incorrect. Also, the water tag should be 819B instead of 818. The engineer should revise the plans appropriately. (SHEET 22) 21.The curve table shown in the lower right corner of the sheet 22 plan view is incorrect. The engineer should verify the information shown for curve C24 and make any appropriate revisions. (SHEET 22) 22.In the plan view, the callout lead arrow from storm tag 837 does not actually point to the pipe. The engineer should revise the lead arrow appropriately. (SHEET 27) 23.In the profile view, the callout lead arrow from storm tag 829 does not actually point to the pipe. The engineer should revise the lead arrow appropriately. (SHEET 27) G'\Public\Yorkvllle\2004\YOD420 Prestwick of Yorkville(Stewart Farms)\docs\Iwywrot04FinalEngPhase2_ot.doc 24.The slope shown for the sanitary sewer associated with sanitary tag 511 is incorrect. The slope is 0.39% which is less than the minimum allowable pipe slope for 8" PVC sanitary sewer. The engineer should make the appropriate revisions. (SHEET 28) 25.The engineer should revise the following top of curb elevations shown in the following callouts because they appear to be typographic errors: a. Storm Structure 636—T/C = 723.40 (SHEET 29) b. Storm Structure 638—T/C = 723.39 (SHEET 29) 26.The callout label for the 20 ft of watermain encasement shown in the Rosemount Drive profile view should specify the material & diameter of casing pipe to be used. The engineer should revise the callout appropriately. (SHEET 29) 27.The callout boxes for water tags 367 and 369 appear to be reversed in the sheet 31 plan view. The engineer should revise the callouts appropriately. (SHEET 31) 28.Proposed 42-inch diameter pipe should be specified as type A2. The engineer should revise the callout for storm tag 649 appropriately. (SHEET 32) 29.The slope shown for the sanitary sewer pipes associated with sanitary tags 555 and 557 are incorrect. The engineer should revise the slopes to 2.15% and 1.73%, respectively. (SHEET 34) 30.The slope shown for the sanitary sewer pipe associated with sanitary tag 753 is incorrect. The engineer should revise the slope to 0.43%. (SHEET 35) 31.The callout information (pipe diameter, length, etc.) is not shown for the following water tags and the engineer should revise them accordingly: a. Water Tag 856 (SHEETS 36 & 37) b. Water Tag 859(SHEET 37) 32.The grid elevation labels in the profile views are incorrect on sheets 38 and 40. The engineer should revise the elevations accordingly. (SHEETS 38 & 40) 33.The water tag shown in the lower portion of lot 193 in sheet 38 plan view is incorrect. The engineer should revise it to 954. (SHEET 38) 34.Water tags 960 and 964 should be also labeled in the plan view. (SHEET 39) GAPvblic\Yorkville\2004\YO0420 Prestwick of Yorkville(Stewart Farms)\docsUwywrot04FinalEngPhase2 0l.doc 35.The callout boxes for sanitary manholes 962 and 964 are incorrect. The engineer should revise the direction of the 721.15 and 717.05 inverts to southeast. (SHEET 39) 36.The callout box for sanitary manhole 506 is missing the invert elevation for the pipe penetration to the north. The engineer should revise the callout appropriately and then verify the slope shown for the sanitary sewer pipe associated with sanitary tag 271. (SHEET 40) 37.The callout lead arrows for water tags 181 and 182 are pointing to the incorrect item. The engineer should revise the lead arrow orientation so that they accurately identify the watermain and fire hydrant. (SHEET 41) 38.The callout box for sanitary manhole 262 is incorrect. The engineer should revise the direction of invert 723.50 to west. (SHEET 41) 39.The matchline label in the sheet 42 profile view at station 2107+50 is incorrect. The engineer should revise the matchline accordingly. (SHEET 42) 40.The slope of the sanitary sewer pipe associated with sanitary tag 12 is incorrect. The slope is 0.36% which is less than the minimum allowable slope. The engineer should address this problem. (SHEET 43) 41.The callout box for sanitary manhole 17 is missing the direction labels for the inverts. The engineer should revise the callout to include the directions of the outlet pipes. (SHEET 43) INTERSECTION ELEVATION PLANS & GRADING PLANS 42.The handicap accessible ramps at the pedestrian crossings should be depicted and labeled with a callout on the Intersection Elevation Plans. The engineer should make the appropriate revisions. (SHEETS 60 to 64) 43.Proposed spot elevations should be shown for the road centerline with direction of flow arrows, curb /structure, and at the adjacent property lines at the high / low points of the roads. The engineer should address the following areas accordingly: a. The low point on Whitekirk Lane at approximate station 815+25 (SHEETS 60 &75) b. The low point on Renfrew Lane at approximate station 1320+25 (SHEETS 61 &74) c. The low point on Forrester Drive at approximate station 510+80 (SHEETS 63 &69) d. The low point on St. Andrews Drive at approximate station 914+65 (SHEETS 63 &69) G:\Public\Yorkville\2004\Y00420 Prestwick of Yorkville(Stewart Farms)\dots\IwywrotD4FinalEngPhase2_D1.doc f e. The low point located on Westhill Drive at approximate station 1916+70 (SHEET 67) f. The high point located on Whitekirk Lane at approximate station 903+00 (SHEET 67) 44.Proposed spot elevations should be provided along the road centerlines at 50 foot intervals and at road intersections. The engineer should address the following areas accordingly: a. The intersection of Belleisle Lane and Whitekirk Lane (SHEETS 60 & 72) b. The intersection of Whitekirk Lane and Duryea Lane. Note that the intersection detail labeled as St. Andrews Drive and Renfrew Lane on sheet 61 contradicts the grading plan that shows it to be Whitekirk Lane/Duryea Lane. (SHEETS 61 &73) 45.The engineer should address the following with regard to the temporary turnaround detail on Renfrew Lane: (SHEET 61) a. Verify if the 711.59 spot elevation shown on the eastern portion of the "tee" is correct or if it should be 711.99. b. Label the width of the western and eastern portions of the "tee" which are approximately 15 feet. c. Label the overall width of the"tee"which is approximately 66 feet. d. Label the radius of the curves of the"tee". 46.The engineer should address the following issue with the intersection detail in the upper right corner of sheet 61: (SHEET 61) a. The label Renfrew Lane / Duryea Lane contradicts the grading plans that show it to be Rosement Drive/Duryea Lane. 47.The grading plans show the Rosemount Drive intersection where Whitekirk Lane becomes St. Andrews Drive but the intersection detail on sheet 62 shows it to be at the Berwick Drive intersection. The engineer should address this accordingly and revise the two left details on sheet 62 if necessary. (SHEETS 62 and 73) 48.The grading along Ashley Road at the intersection with Berwick Drive is needed to review the grading of Berwick Drive. The engineer should revise the plans accordingly. (SHEET 62) 49.The engineer should add spot elevations around the island in the Argyll Court cul-de-sac. (SHEET 62) 50.The 0.22% slope between spot elevations 723.14 and 723.02 in the St. Andrews Drive / Forrester Drive intersection detail is less than the required minimum 0.5% slope. The engineer should verify the slope and revise it if necessary. (SHEET 63) GAPublic\Yorkville\2004\YO0420 Prestwick of Yorkville(Stewart Farms)ldocsllwywrotD4 Final EngPhase2_D1.doc 51.The engineer should address the following with regard to the temporary turnaround detail on Forrester Drive: (SHEET 64) a. Label the width of the western and eastern portions of the "tee" which are approximately 15 feet. b. Label the overall width of the "tee"which is approximately 66 feet. c. Label the radius of the curves of the"tee". 52.The 0.48% between spot elevations 724.82 and 724.72 in the Rosemount Drive / St. Andrews Drive intersection detail is less than the required minimum 0.5% slope. The engineer should verify the slope and revise it if necessary. (SHEET 64) 53.Basement elevations should be higher than the NWL of the detention ponds. Assuming a ten foot distance from the top of foundation to the top of the basement elevation, the normal water level is higher than the basement elevation for lots 354 and 355. These locations should be reviewed and addressed, as necessary. STORMWATER MANAGEMENT REPORT COMMENTS 54.The allowable release rates should be maintained for the on-site only High Water Line (HWL); it should not be increased by routing the off-site runoff through the primary restrictors. The discharge structures for the Pond 1A-1B and Pond 4 should be revised. 55.The peak HWL and the corresponding detention should be determined using the critical duration storm event, not the 24-hour storm only. 56.Three models should be run to demonstrate that the requirements are met. First, model the on-site only area to meet the allowable release rate. Then, reduce the restrictor to achieve the depressional compensatory storage. Next, model the on-site plus the future offsite tributary runoff, at 0.15 cfs/ac., to size the secondary restrictor located above the HWL found for on-site only. The emergency overflow spillway should be sized to handle the existing offsite runoff in excess of the total design HWL. This ensures that the on-site requirements will be met regardless of various possible off-site future conditions. 57.For HEC-HMS models, screenshots or other printouts of the inputs should be provided to demonstrate that the proposed conditions are modeled. In addition, an electronic version may be submitted. 58.For XPSWMM models, program inputs and results should be included. In addition, an electronic version may be submitted. G1Puhlic\Yorkville120041Y00420 Prestwick of Yorkville(Stewart Farms)l docs liwywrotD4FinalEngPhase2_01.doc 59.There should be a summary table that demonstrates that the various required release rates are maintained by the modeled and proposed release rates. These include on-site only release, release to achieve depressional storage, and the total with offsite bypass release rate. In addition, the model results should include the final discharge rates to show that the required release rate is met. 60.The data for the pipes that connect the detention ponds should be updated in the report to match the plans, since Phase 1 has been constructed. 61.The diameter of Pipe FF (977) should be revised in the XPSWMM model. The plans show 12°, but the report shows 8". 62.The slope of Pipe FF (977) should be revised in the XPSWMM model. The plans show 2.50%, but the report shows 4.76%. 63.The following Pipe Length information should be revised in the XPSWMM model so that the Plans and the Report are in agreement. • 101 - Shown as 25' in plans, but report shows 31' . 115-Shown as 28' in plans, but report shows 34' • U -Shown as 35' in plans, but report shows 41' • W- Shown as 36' in plans, but report shows 42' • Z- Shown as 25' in plans, but report shows 31' . FF (977)-Shown as 14' in plans, but report shows 21' • JJ (985) -Shown as 29' in plans, but report shows 35' STORM SEWER CALCULATION COMMENTS 64.The Engineer should provide a narrative statement that clarifies the methodology and results of the Bypass flows and Inlet capacity found within Storm Sewer Design calculations of report. 65.The calculations should include calculations for Hydraulic Grade Line (HGL), Rim elevations, and Ground cover over top of pipes within the Storm Sewer Design spreadsheets. 66.The Engineer should include all pipe structure call-out numbers as well as their corresponding data on the applicable Grading and Erosion Plan sheets; several are missing. 67.The Plans should include proposed grading contours at a 1 ft. interval within the Grading and Erosion Control Plan sheets. The Engineer should also lessen the line weight of the existing contours for easy discernment between existing and proposed conditions. G:\Public\Yorkville120041YO0420 Prestwick of Yorkville(Stewart Farrns)IdocsUwywroto4FinalEngPhase2_Ol.doc 68.The Report should include calculations for the Pipes that collect runoff from Sub-basins J1 and J2. 69.The following Invert Elevation information for the numbered structures should be revised so that the Plans and the Report are in agreement. • 512 - East (E) labeled as W • 626- SW shown as 716.10' in plans, but report shows 716.15' • 626 - NE shown as 716.10' in plans, but report shows 716.15' • 628 -SW shown as 714.75' in plans, but report shows 714.95' • 628 - NE shown as 713.45' in plans, but report shows 713.55' . 204 -SE shown as 721.65' in plans, but report shows 721.75' • 216 - NE shown as 716.40' in plans, but report shows 716.50' • 326- Both inverts mislabeled on Sheet 26 • 306- NW shown as 715.60' in plans, but report shows 715.80' 70.The following Pipe Length information should be revised so that the Plans and the Report are in agreement. • 611 -Shown as 149' in plans, but report shows 97' • 627 - Shown as 137' in plans, but report shows 124' • 669 -Shown as 13' in plans, but report shows 21' • 211 - Shown as 76' in plans, but report shows 74' • 333- Shown as 137' in plans, but report shows 86' • 783 -Shown as 36' in plans, but report shows 42' • 759 -Shown as 228' in plans, but report shows 234' • 965 - Shown as 63' in plans, but report shows 71' • 973 -Shown as 166' in plans, but report shows 172' • 823 - Shown as 5' in plans, but report shows 27' 71.The following Pipe Slope information should be revised so that the Plans and the Report are in agreement. •611 - Shown as 0.72% in plans, but report shows 0.74% • 627-Shown as 0.99% in plans, but report shows 0.97% • 203 -Shown as 0.48% in plans, but report shows 0.45% 229 -Shown as 1.00% in plans, but report shows 1.10% • 845 - Shown as 0.87% in plans, but report shows 0.81% • 823 -Shown as 2.00% in plans, but report shows 1.11% 72.Pipe 655 Diameter is shown as 12" in plans, but report shows 15"; this should be revised. GAPublic\Yorkville\2004\YO0420 Prestwick of Yorkville(Stewart Farms)\docs\lwywrotD4FinalEngPhase2—Ol.doc 73.The following Structures should be revised to include call-outs and/or data in the plans. • 792 on Sheet 75 • 313 on Sheet 73 • 287 on Sheets 72 and 75 • 776 on Sheets 73 and 75 • 259 on Sheet 75 • 703 on Sheet 73 . 258 on Sheet 75 • 293 on Sheet 32 and 72 74.The Pipe labeled 759 in plans is called 753 in report. 75.Structure 258 is labeled as 264 on Sheet 34. 76.The following Structures call-out leader lines should be revised to indicate proper structure. 9402 • 512 • 534 • 570 • 565 • 590 • 628 • 612 • 342 • 203 e731 • 575 DRAINAGE REPORT COMMENTS 77.The Engineer should provide a narrative statement that clarifies the methodology and results of HEC-1 overflow calculations and related tables, and describes the flow segments used to calculate Time of Concentration and Time of Travel for each Sub-basin. 78.The Engineer should provide an exhibit that maps the paths that were used to calculate the Time of Concentration and the Time of Travel for each Sub- GAPublic\Yorkville\2004\YOD420 Prestwick of Yorkville(Stewart Farms)W ocs\lwywrotD4FinalEngPhase2_01.doc basin. 79.The Engineer should provide an exhibit that maps the paths designated for the 100 year Overflow routes. 80.The Engineer should revise the following High Points and surrounding areas along the 100 year overland flood route to ensure that there is no more than 0.5 feet of ponding water over the center lines of the adjacent roads. • Section 8 causes 1.4' of ponding • Section 14 causes 1.1' of ponding • Section 25 causes 1.3' of ponding • Section 40 causes 0.8' of ponding • Section 46 causes 0.9' of ponding • Section 64 causes 0.8' of ponding • Section 77 causes 1.0' of ponding • Section 85 causes 0.9' of ponding • Section 90 causes 0.8' of ponding • Section 32 causes 1.3' of ponding. In addition, there is no elevation greater than the flood water level to contain the water from flowing toward the East portion of the adjacent road. The highest point of the road in that area should be raised and the flow should be split between two side yards, or through a single wider lane between the houses. 81.The Engineer should consider rerouting the following overflow paths that run through narrow sideyard areas to the wider backyard areas, which are adjacent to the current route. • Path between lots 228 and 229 should reroute between lots 214 and 215 • Path between lots 221 and 222 should reroute between lots 222 and 223 • Path between lots 206 and 207 should reroute between lots 205 and 206 • Path between lots 277 and 278 should reroute between lots 276 and 277 • Path between lots 335 and 336 should reroute between lots 336 and 337 • Path between lots 260 and 261 should reroute between lots 259 and 260 • Path between lots 310 and 311 should reroute between lots 309 and 310 • Path between lots 286 and 307 should reroute between lots 286 and 287 GAPubliclYorkville120041Y0D420 Prestwick of Yorkville(Stewart Farms)l docsllwywrot04FinatEngPhase2_Dt.doc 82.The Engineer should indicate the size and location of all easements in the Master Utility Plan. 83.The Engineer should alter Overflow Channel dimensions in order to ensure that the channels are not wider than the easements in which they are located. • Section 16 • Section 17 • Section 37 • Section 39 • Section 56 • Section 57 • Section 58 • Section 59 • Section 65 • Section 66 • Section 67 • Section 68 • Section 94 • Section 104 • Section 105 • Section 106 84.Regarding site drainage patterns, storm sewers and overland flow routes should collect from housing areastlots to roads, then to detention ponds. They should not be routed back into house lots. FINAL PLAT OF SUBDIVISION 85.The easement along the east line of lot 298 should be dimensioned and labeled. (sheet 5) 86.The concrete monument is positioned incorrectly near the northerly comer of Lot 204. (sheet 4). 87.Document numbers need to be added to the many, "Heretofore Granted" and "Hereby Dedicated", blank lines prior to recording this plat. (sheets 1-3 and 5) 88.The "NOTES" block should be edited by changing the abbreviation S.W.M.E. to S.M.E. This change will make the abbreviation comply with the GAPublic\Yorkville12004\Y0D420 Prestwick of Yorkville(Stewart Farms)\docsVwywrot04FinalEngPhase2 ot.doc Y abbreviation developed by the United City of Yorkville for a Stormwater Management Easement. (sheet 1) 89.The abbreviated legal description beneath the title should only mention Section 10. The sheet 1 overall depiction of this unit does not show any of the property falling within Section 3 as stated. (all sheets) 90.Please reconcile and edit appropriately the small addition discrepancies created by the summing of the individual property line segments on either side of the lines as follows: a. The rear property lines of Lots 291-293 and 299-302 b. The rear property lines of Lots 277-278 and 334-336 c. The rear property lines of Lots 314-317 and 320-323 d. The rear property lines of Lots 310-311 and 326-327 e. The rear property lines of Lots 309, 328-329 and the side property lines of Lots 310, 327 91.The right of way intersection of Bernwick Drive and Ashley Road should be revised to depict the required 25' radius block corners. (sheet 1 and 3) 92.Building line dimensioning (arc length/line length) should be shown for the following lots: 158, 144148, 185-188, 172-178, 130-134, 261-263, 270, 272, 288-290, 247-249, 338-342, 277-279, 202-204, 109-111, 320-321, 327, 311, 299, 298, 344348, 353, 355, 118-121. The lots within this subdivision will need to meet the R-2 zoning requirement of 80 'width at the building line (measured along said line). 93.The bearing and distance should be added to the property line common to Lots 177 and 178. (sheet 2) 94.A Special Service Area Statement should be added to the plat if any of the platted property is within such an area. (sheet 6) . 95.The Surveyors Certificate should be of the language and format developed by the United City of Yorkville which SEC has used on numerous other plats. 96.The Public Utility and Drainage Easement Provisions should comply with the language and format developed by the City of Yorkville. 97."KENDALL COUNTY RIGHT TO FARM STATEMENT"title should appear above the shown notice. (sheet 6) 98.The Public Utility and Drainage Easement near the property comer common to Lots 243, 244 and 272 will need to be widened to accommodate the proposed storm sewer shown on the engineering plans. (sheet 4) G 1Publi6Yorkville120D41YOD42D Prestwick of Yorkville(Stewart Farms)l docsllwywrotD4FinalEngPhase2-01 Am Y 99.The Public Utility and Drainage Easement near the southeasterly corner of Lot 320 will need to be widened to accommodate the proposed storm sewer shown on the engineering plans. (sheet 5) 100. The Public Utility and Drainage Easement along the rear property lines of Lots 287 through 289 will need to be widened to accommodate the proposed storm sewer shown on the engineering plans. (sheet 3) 101. The northwesterly property line of Lot 272 which is part of the southeasterly property line of Lot 243 should have a distance dimension added. (sheet 4) 102. The "Single Family Setback and Easement Detail" should have the two text references edited which currently state, "Utility and Drainage Easement" changed to"Public Utility and Drainage Easement". (sheets 2-5) 103. The notation within Lot 368 which states, "S.W.M.E. and Open Space to be conveyed to the H.O.A. should be edited to state, " Open Space to be conveyed to the H.O.A. The engineering plans do not show stormwater management facilities on this lot. (sheet 3) 104. Lot 366 should be labeled as a Stormwater Management Easement (S.M.E.). The engineering plans show stormwater management facilities on Lot 366. (sheet 5) 105. The note in Lot 367 describing the intended usage should be edited to state, "S.M.E. and Open Space". (sheet 3) 106. The total lot dimension should be shown for easterly line of Lot 356.The boundary leader and associated data (reference radius of 267.00') should be moved to avoid confusion. (sheet 5) 107. A note should be added stating, "There shall be no direct vehicular access to Ashley Road from Lots 366 and 367. Lot 368 shall have temporary access to Ashley Road for a temporary access drive. Access for Lot 368 shall cease upon completion of the sanitary lift station. 108. Any planned offsite utilities need to be placed in granted easements. These easements can be granted by this plat or, preferably, by separate instrument. G:\Public\Yorkville\2004\YO0420 Prestwick of Yorkville(Stewart Farms)\docs\lwywrotD4FinalEngPhase2 01.doc If you have any questions or require additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager Mark G. Scheller, P.L.S. Project Manager pc: Bart Olson, Assistant City Administrator Travis Miller, Community Development Director Linsey Kawski, Administrative Assistant JWF/JTW, EEI PJH/DWS/GEK, SEC G:\Public\Yorkvifle\2004\Y00420 Prestwick of Yorkville(Stewart Farms)\docs\Iwywrot04FinalEngPhase2_01.doc FC 52 Wheeler Road • Sugar Grove,IL 60554 TEL:630/466-9350 FAX.630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. July 25, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Site Development Permit Review Prestwick of Yorkville— Phase 2 United City of Yorkville, Kendall County, IL Dear Mr. Wywrot: Our review of these plans is to generally determine the plan's compliance with United City of Yorkville's Soil Erosion and Sediment Control Ordinance (SESCO) for the issuance of a Site Development Permit which will allow mass earthwork to commence on the subject site. 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. As requested, we have reviewed the plan submittal for the referenced subdivision, for the purpose of Site Development (earthwork) Permit issuance. The review consisted of the following material received to date: Mass Grading Plans for Prestwick of Yorkville — Phase 2 prepared by Smith Engineering Consultants, Inc. consisting of 22 sheets with a revision date of June 14, 2006. • An Opinion of Probable Construction Cost prepared by Smith Engineering Consultants, Inc. dated June 16, 2006 based on the June 14, 2006 Mass Grading Plans. Consulting Engineers Specializing in Civil Engineering and Land Surveying Our comments and recommendations are as follows: GENERAL • All earthwork and stormwater basin construction should proceed under the control and supervision of a Professional Soils Engineer who shall provide all testing, reports and recommendations required by City Ordinances and sound engineering practices. • No part of the development is located within a Special Flood Hazard Area as identified by FEMA based on the Flood Insurance Rate Map 170341 0075 C dated July 19, 1982. • These plans have been reviewed for Site Development Permit issuance only. Other details, notes and specifications included in the plan set may require some revision prior to acceptance as Final Engineering Plans. The Developer is advised that they are proceeding at their own risk. COMMENTS 1. All comments from our June 9, 2006 letter have been adequately addressed. 2. We have issued an in depth review of the final engineering plans, including several comments regarding stormwater management, storm sewer design, grading and final plat preparation. We recommend that the developer address the bulk of comments issued in that review prior to commencing site development as some of the comments may impact the mass grading of the site. 3. We have reviewed the Engineer's Opinion of Probable Construction Cost (EOPCC) and find it acceptable for establishment of the Site Development Letter of Credit to be posted in the amount of$ 944,350.77. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGI EERING ENTERPRISES, INC. William E. Dunn, P.E. Senior Project Manager pc: PJH/DWS/GEK, SEC JTW/JWF, EEI GAPublifforkvilleX20041Y00420 Prestwick of Yorkville(Stewart Farms)\docs\lwywrDt02SKeDevPermit Phase 2_01 doc JOB NAME:PRESTWICK OF YORKVILLE-MASS GRADING-PHASE 2 JOB NUMBER:030269.04-03 LOCATION: UNITED CITY OF YORKVILLE PLAN DATE:06-14-06 OPINION OF PROBABLE CONSTRUCTION COST CALC BY:GEK PREPARED BY SMITH ENGINEERING CONSULTANTS,INC. CHK BY: DWS MASS GRADING PLAN SUBMITTAL#2 6/16/2006 SITE GRADING IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY TOTAL COST SEEDING ACRE $ 2,000.00 2.4 $ 4,800.00 EXCELSIOR BLANKET,S75 SQ.YD. $ 1.00 10,290.0 $ 10,290.00 EROSION BLANKET,C350 SQ.YD. $ 6.00 1,017.0 $ 6102.00 SURFACE TOPSOIL STRIP CU.YD. $ 1.70 140,000.0 $ 238,000.00 SITE CUT TO FILL CU.YD. $ 2.50 226,727.0 $ 566,817.50 SITE TOPSOIL RESPREAD CU.YD. $ 1.65 1,885.0 $ 3,110.25 SILT FENCE FOOT $ 1.55 6,329.0 $ 9,809.95 CURTAIN WALL CONSTRUCTION FOOT $ 25.00 46.0 $ 1,150.00 TEMP. CONSTRUCTION ENTRANCE L.SUM $ 1.00 3,500.0 $ 3,500.00 TREE PROTECTION EACH $ 3.00 250.0 $ 750.00 :,,.....:. .. ._...;. . ,.._........ ..;' er ..m roYiw. nx FJ;,:•.q. :.i,. sh":i.ilP",>+.y::�+pt.1, - , c-u,r.>;..:;,:. _'. kY,uis Sub-Total $ 844,329.70 STORM SEWER IMPROVEMENTS PAY ITEM UNIT UNIT COST QUANTITY TOTAL COST STORM SEWERS,CLASS A,TYPE 2, 18' FOOT $ 22.00 146.0 $ 3,212.00 STORM SEWERS,CLASS B,TYPE 2, 18" FOOT $ 22.00 277.0 $ 6,094.00 . STORM SEWERS,CLASS B,TYPE 2,8- FOOT $ 15.00 15.0 $ 225.00 FLAR END SECTIONS 8" EACH $ 250.00 1.0 $ 250.00 PRECAST REINFORCED CONCRETE FLARED END SECTIONS 18"W/GRATE EACH $ 750.00 1.0 $ 750.00 MANHOLES,TYPE A,5'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 2,000.00 1.0 $ 2,000.00 MANHOLES,TYPE A,4'DIAMETER,TYPE 1 FRAME CLOSED LID EACH $ 1,200.00 1.0 $ 1,200.00 STONE RIPRAP,CLASS A4 SQ.YD. $ 55.00 8.0 $ 440.00 n�j,. - n';.?[te" 4k:.t .'=F�` 'z „ �a , '�.� ��;'S? .i.2; •-ti r.+„ ��,i, :r. d Sub Total $ 14,171.00 4v''!, •n h* / y. n ¢ iy Zf[.r >?. .c.ti:a4�: a ;; Sub-Total is 858,500.70 CONTINGENCY(10%) 1 $ 85,850.07 TOTAL COST Is 944,350.77 Bond or Letter of Credit= 1 $ 944,350.77 United City of Yorkville .n County Seat of Kendall County 800 Game Farm Road Esr 1836 Yorkville, Illinois, 60560 Telephone: 630-553-4350 Fax: 630-553-7575 Website: www.yorkville.il.us August 7, 2006 To: Travis Miller G From:Rebecca Housema an Anna B. Kurtzman,AICP Subject: Review of Prestwick of Yorkville Final Plat of Subdivision Unit 2 dated February 2,2006 After reviewing the revised final plat for Prestwick of Yorkville Unit 2 located in the City of Yorkville for compliance with the zoning code, staff found that the following issues must be addressed before the plat may be approved: 1. All lots must be 80 feet wide at the building setback line(10-6C-3B). The width of each lot at the building setback line can be shown on each lot or in a separate table included on the document. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBa Joe Wywrot,PE SARebccce\Yorkville%RcsideiWal Plan RevieWNPrestwick of Yorkville Final Plat Unit 2.doc Zoning Sketch and Grading Plan Lot 5 Block 13 Original Village of Bristol City of Yorkville Kendall County . 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Center Street, Yorkville Existing: • Residental lot with house and unattached garage • Gravel (part concrete) "u" shaped driveway • Stockade privacy fence on east and part of north perimeter of lot • Three mature trees; miscellaneous shrubs Proposed changes and upgrades: • Removal of existing concrete pad in front of garage to allow for asphalt resurfacing of driveway and creation of parking lot • Demolition/removal of garage to allow for parking area • Replacement of old stockade fence on east/north perimeter of lot • Landscaping to meet ordinance requirements for "non-residential adjacent to residential" on east perimeter • Additional lot landscaping • Removal of existing concrete sidewalk from front entrance of home to street corner; replacement with paved walkway from front entrance to sidewalk on Center Street • Construction of new building entrance on east side of building • Construction of ADA compliant"L" shaped entrance ramp from north side of building to new entrance • Some window replacement • New steps with railings to existing front porch and new porch railings • Cosmetic improvements to building, including shutters and awnings • Signage to meet ordinance requirements—I free standing sign on separate supports, and 1 or 2 signs attached to building exterior • Parking area lamp posts (2), and appropriate ground lighting for sign illumination Set to open in the Fall of 2006, Blue Orchid Studio will offer an exciting collection of modern home goods, one of a kind handcrafted items, luxury bath products, contemporary apparel and accessories for men and women, and chic baby items. Combining the warm, comfortable atmosphere of an older home with the fresh energy of a contemporary boutique, shop owner, Leslie Kritzberg, hopes to create a charming environment for Blue Orchid's eclectic mix of products that is both playful and sophisticated. Whether shopping for one's self, or searching for the perfect gift, Blue Orchid Studio's unique product selection and friendly, personalized service will promise to satisfy the most discriminating shopper's desire to be a trendsetter without spending a fortune! CONCEPT SKETCH (WEST VIEW) - 101 E. CENTER ST. \ , s • . ,. • •• , • ... „er . .. .. . • . . I ., • Oft • ' ...". -7.:.—-,.. :. -----:., -- — - .._ - .,'""t+,-,.... ' - .,- • ° ;,..),.- : • ''", .; • •,„ ., .. , ,,-• - - ..,,. .--- ----24 .7 %.• ... - • . •• , • . •, FIZZAWAWatriA0--',- ,. , - : . ___,,_ .. . •_ ._ ' .1 1.17.::i, • - _ AP41107darifFierjAw..../f ' __L. -- .II ...., t ..e 0,1.41 • . 41 f' 72 i,i •ct, — • ,i 1 . . : .•'til . . .. . I -:', . 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' ...,, •-..- ''''''';,''4,.4 4.,k,;‘.•-•/'-.1,'''' ': I.,,,,,'"-..... ..*::"4-,:1;.•'.: ' .: `". .' . 4-',-••-..' * i o c�T`o United City of Yorkville Memo --Ain-, , 800 Game Farm Road EST IN ' 1836 Yorkville, Illinois 60560 I , 11A41Telephone: 630-553-8545 o� �` t. � a� Fax: 630-553-3436 LCE 11%)" Date: August 7, 2006 To: Plan Council From: Travis Miller, Community Development Director Cc: Lynsey Johnson(for distribution to Petitioner) Subject: PC2006-59 Kritzberg Re-Zoning Request Comprehensive Plan Recommendations The Comprehensive Plan Land Use Plan for the property recommends Traditional Neighborhood. The `Design Guidelines' are listed below for this Land Use: • Any development or redevelopment shall conform to all City regulations regarding their use • As most development will be redevelopment of existing sites, the distinct character of the (Transitional Residential) Neighborhood will be vulnerable to change. Therefore, all development must be carefully designed to fit the character of its existing surroundings. • Existing residential and commercial uses should be preserved. Residential properties fronting on arterial streets may be used for professional or service offices, or for small retail shops consistent with the character of such uses in the downtown area. Staff Comments: 1. The B-2 zoning classification requested is appropriate and supported by the Comprehensive Plan for this property. 2. The use proposed will be within the existing structure and have a minimal architectural impact on the surrounding character. 3. Allowable signage should be more restrictive than that allowable within the B-2 zoning classification to ensure the property remains in context with the surrounding neighborhood. • Recommend requiring the following signage regulation not within the current sign ordinance • No signage may be internally illuminated; • No pole signs permitted on the property (one (1)wall and/or one(1) ground sign only) • Maximum sign area of any sign shall be no more than thirty-two (32) square feet. ye, a u-i5G `� C1 r United City of Yorkville Memo '" 800 Game Farm Road EST 11% „„ 111"111 sas Yorkville, Illinois 60560 �`-- Telephone: 630-553-8545 aS� a Fax: 630-553-3436 LLE Vyti Date: August 7, 2006 To: Lynsey Kawski From: Laura Haake CC: Travis Miller, Joe Wywrot,Anna Kurtzman, John Whitehouse Subject: Kritzberg Landscape Review I have reviewed the landscape plan submitted by the Kritzberg project dated June 27, 2006 and have prepared the following comments: 1) Please submit an itemized plant list with species size for review. The minimum size of species should be as follows: Shade tree—2 ''/2"caliper Evergreen Tree—8' tall Ornamental tree—6' tall Shrubs—24"tall 2) Identify the species to be planted where the label states `evergreen bushes'. 3) Replace the Autumn Blaze Maple with an approved species from the shade tree list in the landscape ordinance. UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville, IL 60560 630/553-4350 PC# d0Olz-t. : APPLICATION & PETITION Please Check One: Preliminary Plan X Final Plat Development Name: PAY^, 'cD fir,<Tffi6 Date of Submission: 7- 3 1. Name of Petitioner(s): \ \ttA j ) Address: L{`6:7 i-�! t; 3 7- Phone Phone Number: ' ref c f'' Fax Number: r, T1 0 J 7.f 2. a). Street address and physical location of subject property: 75(-/ V . (�,(-;;Al b). Legal description of property; attach as Exhibit"A". c). Total Acreage: 3. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney: Name: j o 4 N IH l U I P C H U C IC Address: /11 E. l bw r-'6- Atieo2A IL X 05'03 Phone Number: 6,30 Z• S700 Fax Number: 630•„3S •597k Engineer: Name: Ser,7// PN4,1N66R.r a(r- Address: 7s9 Jo 1-1r' sr }eD,Qzft/(.LG Phone Number: 63 a SS 3. 7560 Fax Number: .630 S;3. 765/4_ Land Planner: Name: Sri 7/•f G c.1G,iJ 66, Address: 759 JOi' ni 3T 24.0l, 4, R-- Phone Number: 63 v S-53 756,0 Fax Number: 636 65 3 • neg 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: 7- 3. 06 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 m' day of Jut.Y , 200( . 0, Notary Seal CHRISTIN THIS APPLICATION MUST BE NOTA '• ZED. OFFICIAL SEAL :REs°1M NOTARY PUBL ILLINOIS 04/17/10 Page 2 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 PRELIMINARY PLAN/FINAL PLAT PETITIONER ROUTE Step 1: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources, U.S. Army Corps of Engineers, etc., to allow timely review by City. *Fees: 1. Preliminary Plan Fee- $500/Final Plat Fee- $500 a. Engineering Review Fees- 1.25%of the approved engineer's estimate of cost of all land improvements,to be determined by City Engineer. b. Engineering Review Deposit-up to 1 acre= $1,000; over 1 acre but not over 10 = $2,00 over 10 acres, but not over 40 = $5,000 over 40 acres, but not over 100 = $10,000 over 100 acres=$20,000 c. Deposit for Outside Consultants -under 2 acres= $1,000 2 to 10 acres= $2,500 over 10 acres= $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2nd and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: For Preliminary Plans only; Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in the development. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. Page 3 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation)proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. If this project has included an annexation and/or zoning petition, a Public Hearing will be held at this time with notice given by publication. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Prior to the recording of the final plat, the petitioner must pay the Administration Fee. This is equal to 1.75% of the approved engineer's estimate of construction costs of land improvements, including but not limited to all public improvements to be dedicated to the City, mass earth grading, and quasi-public improvements to be maintained by the homeowner's associations such as private storm sewer, parking areas, and trails. Step 8: Final Plat recording instructions: Once the final plat is approved by the City Council and all required documents, bonds, and letters of credit are submitted to the City,the final plat may be recorded with Kendall County. Submit the final plat mylar to the Deputy Clerk for signatures. When all City signatures are in place,the developer or his surveyor may take the mylar to the Kendall County Clerk for his signature. The next step is to have six paper prints made and return to the Kendall County Recorder's office for recording. Kendall County requires the mylar and four paper copies. The City of Yorkville requires that you submit two recorded paper copies to the Deputy Clerk. Any copies you may require would be in addition to these. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return (retaining a copy for your records)to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road,Yorkville, Illinois 60560. Date VSi'gnature of Petitioner Page 4 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR PRELIMINARY PLANS SECTION 1: WRITTEN DOCUMENTS 1. A land use application containing the following: Not Applicable Acceptable Deficient A. A statement of planning objectives to be achieved by the plan B. A time schedule of the proposed development of the area covered by such preliminary plan C. Exceptions or variations to City Zoning or Subdivision Ordinances being requested as part of the plan,including the specific section of the Ordinance. 2. A boundary survey of the area covered by such preliminary plan, prepared and certified by a registered Illinois surveyor. SECTION 2: GENERAL PLAN INFORMATION 1. A rendered outline of the area covered by such preliminary plan drawn at a scale of not less than 1 inch equals 100 feet. 2. The plan must contain the following information: A. Scale B. North Arrow C. Original and Revised dates D. Name and address of owner of record E. Name and address of site plan designer F. Current zoning of the property G. All categories of proposed land use 3. The following information regarding contiguous property: A. Location of contiguous property B. Zoning of contiguous property C. Land use of contiguous property 4. The following site data provided in the lower right corner: A. Size of property in square feet or acres B. Square footage and percent of site coverage with buildings C. Square footage and percent of site coverage with pavement D. Number of parking spaces to be provided E. Number of parking spaces required by zoning ordinance F. Number of proposed buildings/dwelling units/lots SECTION 3: PLAN DATA REQUIREMENTS 1. A site location map. 2. Dimensions of the property. 3. A topographical survey of the area covered by such preliminary plan at two-foot contour intervals drawn at not less than one inch equals one hundred feet. 4. A detailed plan for the treatment of any proposed stormwater detention or retention facilities. 5. Existing or proposed public roads,streets,and alleys,including classifications,width of right-of-way and paved surfaces,and existing and proposed sidewalks. 6. Dimensioned building setbacks,and as applicable;areas for off-street parking,trucking maneuvering and service,and open space/recreational facilities. 7. A schematic of existing or proposed public utility systems,including the size of sanitary sewers,storm water lines,&streetlights. 8. Existing vegetation and plantings. 9. Any other information required by the City,to clearly show the proposed site plan elements. Page 5 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 CHECK LIST FOR FINAL PLANS SECTION 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 i 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 JL 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. Pan 7 of 7 United City of Yorkville Preliminary/Final Plat Application Revised: 5/4/04 atc 52 Wheeler Road •Sugar Grove, IL 60554 41! TEL: 630/466-9350 FAX:630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. July 7, 2006 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Kendal!wood Estates, Final Engineering Plan Review United City of Yorkville, Kendall County,Illinois Dear Mr. Wywrot: We have reviewed the Civil Engineering Plans, dated April 14, 2006, as well as the Stormwater Management Report, dated April 18, 2006, Final Plat of Subdivision dated May 5, 2006 for the referenced development prepared by Smith Engineering Consultants, Inc. These items supplement the following items which were previously submitted and reviewed: • Preliminary Plan Application and Petition by John Tomasik, dated April 8, 2005. • Preliminary Plat of Subdivision prepared by Smith Engineering Consultants, Inc. consisting of 2 sheets with latest revision date of September 20, 2005. • Preliminary Engineering Plan prepared by Smith Engineering Consultants, Inc. consisting of 4 sheets with latest revision date of October 21, 2005. • Preliminary Landscape Plan prepared by SEC Planning Consultants consisting of 5 sheets with initial issue date of August 10, 2005. • Engineering Report for The Willman Property prepared by Smith Engineering Consultants, Inc. dated April 7, 2005 which includes the following: > Summary > Location Map • USGS Photo Exhibit > Kendall County Soils Map > Flood Insurance Rate Map 170341 0075 C > Tree Survey > Wetland Delineation Report > Soils Report > IHPA Correspondence > IDNR Correspondence > USF&WS Correspondence Consulting Engineers Specializing in Civil Engineering and Land Surveying GENERAL 1. The Developer and his Engineer have gone through a number of design iterations in an effort to meet the City's requirements and expectations regarding stormwater management on this very unique site. In the end, the developer has sacrificed a number of buildable lots in order to create the required Stormwater detention. Our review of the Preliminary Stormwater Management Report finds it in general compliance with City requirements and in accordance with many of the recommendations that were voiced during previous meetings with City staff. 2. There will be a need to develop methods of slowing down the runoff in the areas where stormwater is currently undetained in order to meets the City's release rate requirements. Additionally, there is an unnumbered Zone A floodplain in the northwest corner of the site that will need to be delineated. A Base Flood Elevation Determination Report will need to be provided in the event that the Zone A encroaches on the project site. 3. The improvements required for Van Emmon Road fall under the jurisdiction of the Kendall County Highway Department. The required improvements should be incorporated into this plan set. 4. A field tile exhibit should be prepared and submitted for review. STORMWATER MANAGEMENT REPORT 5. A final stormwater management report should be submitted for review. 6. All overland flow routes should be shown in the engineering plans. In addition, all critical overflow cross-sections should be shown and calculations be provided. 7. The Hydraulic Grade Line (HGL) should be provided with all storm sewer calculations. 8. The Runoff Coefficient provided does not meet city ordinance and should be revised according to The United City of Yorkville ordinance which states a runoff coefficient shall be utilized as minimums: Surface C Grass 0.5 Asphalt/Concrete 0.98 A copy of Runoff Coefficient calculations should be provided with the storm sewer report. 9. The following Pipe Slope (%) should be revised: a. Pipe#729-sewer report shows 0.40%; plans show 1% b. Pipe #727-sewer report shows 0.25%; plans show 1% c. Pipe #725-sewer report shows 0.33%; plans show 0.50% d. Pipe #613 -sewer report shows 1.0%; plans show 0.50% e. Pipe#611 -sewer report shows 0.50%; plans show 1.0% 10.The following length should be revised; a. Pipe #511 -sewer report shows 84 feet; plans show 67 feet 11.The United City of Yorkville ordinance page S-9 paragraph four states, "The storm sewer pipe shall have a minimum cover of three (3') feet." As such, the following storm sewer runs (Tag #) should be revised in order to accommodate the three (3') feet of cover. a. 801 jj. 307 b. 730A kk. 407 c. 729 II. 309 d. 728A mm. 315 e. 727 nn. 312 f. 719 00. 313 g. 714 pp. 311 h. 706 qq. 309 i. 708 rr. 400 j. 701 ss. 401 k. 617 tt. 403 I. 615 uu. 407 m. 614A vv. 203 n. 613 ww. 205 o. 611 xx. 123 p. 609 yy. 122 q. 605 zz. 121 r. 603 aaa. 116 s. 541 bbb. 115 t. 539 u. 535 v. 533 w. 529 x. 527 y. 523 z. 521 aa. 513A bb. 514 cc. 505 dd. 503 ee. 501 ff. 306A gg. 305 hh. 304A ii. 303 12.The following storm sewer report inverts do not match plans. The inverts should be confirmed and revised: a. All Basin #1 b. MH 204 sewer report shows 659.25; plans show 600.15 c. CB 110 sewer report shows 657.10; plans show 658.00 d. MH 510 sewer report shows 633.92; plans show 637.28 e. All Basin #5 13.The following storm sewer runs (Tag #) are not provided on the Final Engineering Plans and should be verified: a. 115 b. 113 c. 111 d. 107 e. 103 f. 101 14.The following storm sewer runs (Tag #) are not provided in the storm sewer report and should be verified: a. 501 b. 511B c. 543 d. 701 15.The following storm sewer diameters should be revised: a. Tag #721 -the plans should be changed to 15 inch b. Tag #727-sewer report shows 18 inch; plans show 15 inch c. Tag #801 -sewer report shows 15 inch; plans show 12 inch d. Tag#803- sewer report shows 18 inch; plans show 15 inch 16.All inlet internal diameters should be provided in the engineering plan set. The ordinance states a storm sewer manhole may be four (4') feet internal diameter when the largest sewer entering/leaving the manhole is 18" diameter, and the orientation of sewers connecting to the manhole is such that there is at least 12" precast wall between the openings provided for sewers. In addition, all structures greater than four (4')foot in depth need to have an internal diameter of four(4') feet. 17.The ordinance states that "the minimum velocity shall be 2.5 fps and the maximum shall be 8 fps."The following should be revised: a. Tag#607 shows a velocity of 9.11 (ft/sec) CIVIL ENGINEERING PLANS TITLE SHEET(1) 18.The site location map should be clarified. It appears that the map itself is layered above the leader that would indicate the location. 19. The index of sheets is correct, however the sheet titles and numbering of the subsequent sheets should be in accordance with the index. It was noted that sheets 6-8 (Overall Utility Plan) are misnumbered 6-6-6, instead of 6-7-8 on the plan sheets. Additionally, sheets 20 & 21 should be labeled "Rear Yard Sanitary Sewer" instead of"Sanitary Sewer"in accordance with the index. SPECIFICATIONS, GENERAL NOTES,TYPICAL SECTIONS, &SYMBOL LEGEND(2-4) 20.The storm sewer frames and lids in the General Notes on sheet 2 should be reconciled with those shown in the details on sheet 32. 21.YBSD should provide review comments on the Sanitary Sewer Notes on sheet 3. 22. B-boxes should be located 1 foot off the sidewalk in the parkway (between sidewalk and the back of curb). The location indicated in note 2 under the Water Main Notes on sheet 3 should be revised as such. All affected plan sheets should accordingly be revised. 23.The `Typical Street Cross Section — Local Roads" on sheet 4 is in substantial conformance with the Figure 4 — `Typical Local Residential Street X-Section" within the City Standard Specifications. The aggregate base under the sidewalk should be clarified to be CA-7 and the geotextile road fabric should be clarified to extend 12" beyond the back of curb, in accordance with Standard Specifications. OVERALL SITE PLAN (5) 24.700 Road should be labeled on the plans. 25. Horizontal radii are not reported anywhere within the plan set. This information should be added and should be in accordance with Figure 2. OVERALL UTILITY PLAN (6-8) 26. Sump services should be added for all lots that are planned to have a basement. G:\Public'Yorkville\2004`\.Y00430 Kendallwood Estates of Yorkville(pitman Propertyt';docs\IwywrotFinalPlanD1.doc 27. No water or sanitary service is shown for lot 83. 28.The developer proposes only a single 8-inch water main feed for the high zone with a proposed future connection to the east via Bator Street. The southerly feed for the low zone is unclear. Our records show an 8-inch main on Van Emmon. The City has also indicated that a potential exists to obtain the necessary easements to extend the Orange Street 6-inch water main from the west. This potential source of water for the low zone would align with Lot 13. If the developer feeds the low zone from the south, either a long run of main will be required or a pressure reducing valve station will need to be implemented. 29. Per the City Standard Specifications, fire hydrants shall be located so that two fire hydrants are able to serve any point of any building. The following lots have a portion of buildable area unable to be serviced by two hydrants: 83, 71, 55, 54, 11, 12, 17, 27, 31, 34, and 35. 30. Street lights should be located at a maximum spacing of 300 feet. The following street lights are more than 300 feet apart: 6 & 7 (325 feet), 12 & 15 (350 feet), 18 & 19 (350 feet). 31.The water main along Benjamin Street that traverses the full length of the subdivision may be required to be up-sized. The water main will be evaluated in the City water model and comment submitted under separate cover on the adequacy of sizing. 32.Water main should be extended to the end of Rodak Street, ending in a valve and plug. 33. The proposed connection to the existing water main along Van Emmon should be noted. 34. Both water main stubs shown along 700 Road should have a valve added at the end in order to allow for water main testing and flushing after installation. 35. Sanitary sewer should be extended to the edges of the subdivision — to the north along Benjamin and to the east along Rodak Street. 36.The sidewalk on the east side of Benjamin Street should be extended to Van Emmon Road. 37. Storm structures number 510 and 712 should be changed from manholes into catch basins, in order that they may aid in collecting debris before the storm sewer outlets. G:\PublicWorkville\2004',Y00430 Kendaliwood Estates of Yorkville(Wilman Property),docsJwywrotFinalPlan07.doc 38.Inlets should be spaced to accept no more than 300 feet of longitudinal flow. Inlet capacity calculations should be provided for any inlet that accepts more than 300 feet of flow to verify that nuisance flooding greater than 12" at the gutter line will not occur in the 100-year critical duration storm. 39. Sidewalk tees should be added to accept pedestrian traffic at every tee intersection, unless the planned driveway location will prevent a tee from being installed. PLAN & PROFILE SHEETS(9-21) 40.A note should be added to the general notes that no vertical fittings should be installed on the water main, rather, the water main should be gradually deflected where it is necessary to maintain separation from other utilities. 41.The invert directions for storm catch basin number 120 should be clarified. Additionally,this structure has three inverts but only two are indicated. (SHEET 9) 42.The leaders for storm callouts 306A and 306B should be swapped. (SHEET 9) 43.A number of the conflict tags indicate incorrect utility designation (e.g. conflict tags 107 and 130). The engineer should review and correct any improper utility designation. 44. Inlet 515B is deeper than 4 feet and should be shown as a 4' diameter inlet. (SHEET 10) 45.The slope for storm sewer segment 511B was shown as 0.50% and calculated as 0.56%. The engineer should verify the proper slope. (SHEET 10) 46.A conflict tag should be added at station 122+40 along Benjamin Street for the water main/storm sewer crossing. (SHEET 11) 47.The maximum gradient for a minor residential roadway is 8% per Figure 2 in the City Standard Specifications. This maximum slope is exceeded along Benjamin Street and Bator Street. Additionally, the vertical curve length for the curves around stations 134+00 and 138+50 along Benjamin Street should be increased to allow for proper stopping distance, per AASHTO 280. 48.A conflict tag should be added at station 139+20 along Benjamin Street for the water main /storm sewer crossing. (SHEET 13) 49.The sanitary sewer stub elevation at the east end of Bator Street should be provided. G:\PublicWorkville\2004'\Y00430 Kendallwood Estates of Yorkville{Wilman Property)ldocslIwywrotFinalPlanDl.doc Additionally, the sanitary sewer flow direction arrow for this stub is backwards in the plan view. (SHEET 14) 50.A storm sewer tag for inlet 312B should be added on the Dydyna Court plan and profile sheet. (SHEET 16) 51.The slope for sanitary sewer segment 301 was shown as 1.00% and calculated as 1.30%. The engineer should verify the proper slope. Also, the engineer should confirm that the water main that crosses this sanitary sewer segment near station 404+60 will maintain proper 5.5 foot minimum cover(conflict tag 112). (SHEET 16) 52.The symbol for storm sewer structure 400 indicates a catch basin and the information for the structure indicates an inlet. The engineer should verify the structure type. (SHEET 16) 53.The leader for conflict tag 105 should be revised to point to the conflict. (SHEET 19) 54.The SW invert for storm manhole 204 should be clarified. (SHEET 19) 55.A vertical curve is required on 700 Road, where the change in grade is 4.92% (Sta.705+50). OVERALL SIGNAGE PLAN (22) 56. It is recommended that the overall signage plan also indicate stop bars, crosswalks, speed limit signage, and any other striping or signage. INTERSECTION ELEVATION PLAN (23-25) 57.Top of depressed curb and top of sidewalk elevations should be added to the intersection plans in order to allow verification of ADA compliant curb ramp slopes. GRADING & EROSION CONTROL PLAN (26-301 58. Given the substantial range of elevations throughout the development, it may not be possible to avoid intermittent heavy driveway slopes, yard slopes, etc.; however, it was noted that some grassed areas had slopes of 30% or greater (e.g. 29% between lots 62 & 63) and a number of driveways exceed 10%. The engineer has indicated use of retaining walls to aid in eliminating some of these heavy slopes. 59.The top of curb elevations should be provided at corresponding centerline roadway elevations. 60.The proposed retaining wall line type should be indicated in the legend. G:\PublicWorkville\2004\Y0043t)Kendallwood Estates of Yorkville(Wilman Property)`.docslwywrotFinalPlan0?.doc 61.The following storm sewer segments had slopes calculated different than shown on the plans: 313 (shown as 1.00%, calculated as 0.90%), 911 (shown as 1.00%, calculated at-1.00%), and 731 (shown as 0.20%, calculated as-1.27%). 62. A few storm sewer structure and pipe callouts appear to be mislabeled in the Storm Sewer Tag schedule including: 306B (shown as 304B), 515A (shown as 513A), 515B (shown as 513B). (SHEET 27) 63. A number of overland flow route arrows should be clarified / revised, including: between lots 16 & 17, backyard of lot 48 (lots 48 & 47 shared rear property corner elevation is missing), between lots 39 &40, 64.The driveway for lot 19 appears as though it will backpitched. 65.The basement elevations for lots 35—39 appear as though they would be below the adjacent stormwater management facility normal water level. Also, the top of foundation elevation of lot 35 is below the adjacent stormwater management facility's normal water level. 66.Topsoil stockpile locations should be added to the plans. Silt fence should be indicated around all stockpiles and stormwater management facilities. STANDARD CONSTRUCTION DETAILS (31-37) 67.The restrictor information for storm structure 902 differs between the "100 year restrictor detail," and the"25 year restrictor detail."(SHEET 31) 68.The note in the "Fire Hydrant Installation Detail" regarding spacing can be eliminated, as spacing should be per the City Standard Specifications. (SHEET 33) 69.The "Concrete Curb and Gutter Detail" should have information added about curing and sealing. (SHEET 34) 70. It appears many of the general notes on sheet 36 are similar to those located on sheet 2. FINAL PLAT 71.The centerline curve C-36(Curve Table) needs to be edited to comply with the minimum required centerline radius of 100.00 feet. Currently C-36 is a 31.50' radius. 72.The centerline curve C-25 (Curve Table) needs to be edited to comply with the minimum required centerline radius of 100.00 feet. Currently C-25 is a 75.00' radius. G:';Public,Yorkville`2004`,Y00430 Kendallwood Estates of Yorkville(Wilman Property)';docs\lwywrotFinalPlanOtdoc 73.The required minimum radius at the intersection of right of way lines is 25.00 feet. Lots 89 and 90 have curves C-17 and C-16(Curve Table) respectively which need to be edited to the minimum radius. Currently both C-17 and C-16 have radius listed as 12.50'. 74.The Single Family Setback and Easement Detail should have the shown 60' ROW edited to state, 66' ROW. 75.The Single Family Setback and Easement Detail should have a typical corner lot (roads two sides) added to depict required setbacks and easements. 76.All Public Utility and Drainage Easements adjacent to road right of ways should be a minimum of 10 feet wide 77.The document number and recording date should be added for the Commonwealth Edison property adjacent to the West line of this subdivision. 78.The easterly boundary dimension, 957.63 feet, does not appear to be correct and needs to be checked. 79.The adjacent properties should have labeling added to state their current use, i.e. unsubdivided,forest preserve, subdivided (include recorded document number and recording date), etc. 80.The strip of land adjacent to and southeasterly of this subdivision should have labeling added to state use, dimensions, recorded document number and recording date. 81.Apparently a small curve segment has been omitted and should be added to the Curve Table. The segment lies at the westerly end of C-33 (Curve Table) and is created by the intersecting road centerline from the northeast. 82.Two concrete monuments should be shown at the extremities of the subdivision boundary per state statute. 83.Any offsite utilities required to service this subdivision need to be placed in easements. These easements will be granted preferably by a separate document. 84. Street names, as shown on the engineering plans, need to be added to the right of ways dedicated by this subdivision. The United City of Yorkville requires at least one road be named from the Yorkville Historical Name List. 85.A small scale Site Location Map should be added to relate this subdivision to the surrounding area. 86.A small scale Key Map of the overall boundary, lots and right of way with limited labeling should be added to clarify the lot relationships shown on separate pages. GaPublic`'.Yorkvilie12004\Y00430 Kendallwood Estates of Yorkville(Wilman Propertyi',docsilwywrotFinalPlan01.doc The small Key Map should also show the sheet number on which to find the detailed depiction of the lots. 87.The addition of the southeasterly property lines of Lots 57 and 58 do not equal the addition of the northwesterly property lines of Lot 70 and 71. Please reconcile and edit appropriately. 88.The two curve segments which subtend and sum to the overall dimension of C-5 (Curve Table) and are lot dimensions for Lots 14 and 15 need to be added to the plat. 89. Property line dimensioning is missing and should be added to the following Lots 71 (east line), 47 through 51 (West line), 20 and 21 (East line),23 and 24 (West line) and 18 (East line). 90.The line segment dimension, 0.95 feet and related bearing (Lots 42 and 85) needs to be clarified by providing a separate larger scale detail showing the area. 91.The addition of the westerly property lines of Lots 32 through 34 does not equal the overall dimension (87.00') of the line subtending those segments. Please reconcile and edit appropriately. 92.The parcel line running through the lots on sheet 2 should be edited to a lighter line weight, a unique line type and described. 93. Labeling of the line work, i.e. existing right of way, centerline and other lines, at Van Emmon Road should be added to the plat. All known recorded document numbers and recording dates should also be added. 94. The Owner's, Notary's and Surveyor's Certificates should be edited to conform to the language and form developed by the City of Yorkville. 95.The Public Utilities and Drainage Easement Provision should be edited to conform to the language and form developed by the City of Yorkville. Please remove all occurrences of the word "BLANKET"from the provision 96.The notes block at the bottom of sheet 4 should be edited. Some of the comments found here are not appropriate information for a final plat of subdivision. 97. The Special Service Area Certificate of the language and form developed by the City of Yorkville should replace the currently shown Special Service Area Disclosure Notice. 98. Stormwater Management Easement, Conservation Easement and Open Space Provisions need to be added to the plat. Conservation Easement and Open Space Provisions language has not been formally developed by the United City of Yorkville, please submit the proposed language for review and approval. Note 9 (sheet 1) should be removed from the plat. G:\PublicWorkville\2004'.Y00430 Kendallwood Estates of Yorkville(Wilman Property?\docs\IwywrotFinalPlanOl.doc 99. Van Emmon Road is a county governed road therefore the County Engineers Certificate should be added to the plat. 100. The legal description and the graphical portion have differences between distances and bearings.A concise legal description should be written to describe the actual subdivision boundary and placed on the plat. All information, i.e. document numbers, adjoiner information, point of beginning, etc.found in the new legal description should be replicated on the graphical portion of the plat. 101. The abbreviated legal description under the title, on all sheets, needs to be edited. The township related to section 33 should be 37 North, currently section 33 relates to Township 36 North. 102. The Stormwater Management Easement abbreviation in the Notes (sheet 1) should be S.M.E. 103. The Land Use Summary Table Should have the word detention removed and replaced with Stormwater Management. 104. Note 7 (sheet 1) should include Stormwater Management and Conservation Easement lots to be owned and maintained by the Homeowners Association. 105. The East line of northwest quarter of Section 4-36-7 should be labeled. Currently said line is labeled incorrectly as the East line of the southwest quarter of Section 33-37-7.Additionally the South line of Section 33 and the North line of Section 4 should also be labeled. This project is not currently scheduled for Plan Council or Plan Commission. Our review of this project will continue upon the receipt of revised plans and documents. If you have any questions regarding any of the comments or require additional information, please feel free to contact our office. Sincerely, ENGI EERING ENTERPRISES, INC. .-J-Im------ . e_ .d2.t.(4,t __. William E. Dunn, P.E. Senior ProjectManager Mark G. /cheller, P.L.S. Project Manager pc: John Crois, Acting City Administrator Travis Miller, Community Development Director JTW,JWF- EEI Scott J. Mai, P.E., SEC, Inc. G\PubiicWorkville\2004\Y00430 Kendallwood Estates of Yorkville(Woman Property?\:docs\I ywrotFinalPlanO1.doc PC .2r(CX -( 3 United City of Yorkville . . ,, 0 , .„ County Seat of Kendall County f AIL 800 Game Farm Road Est% Yorkville, Illinois, 60560 " VI) --- S2 6, Fax 630-553-7575 1 -,j1 --4.- 0 Website: www.yorkville.il.us /4LE ,i.i,,se August 7, 2006 To: Travis Miller , From: Rebecca Housema 'nd Anna B. Kurtz-man, AIC?' Subject: Review of Kendallwood Estates Revised Final Plat dated May 5, 2006 and revised July 5,2006 After reviewing the revised final plat for Kendallwood Estates located in the City of Yorkville for compliance with the zoning code, staff found that the following issues must be addressed before the plat may be approved: 1. All the lots must show the building setback lines on the final plat (11-3-4A-6). The R-2 district requires a 30-foot building setback line (10-6C-4). Also, the fronts of lots 1, 19, 20, 21, 22, 40, and 41 should be designated on the final plat. The 30-foot building setback line must be shown on both sides of the through lots. 2. All lots must be 80 feet wide at the building setback line(10-6C-3B). The width of each lot at the building setback line can be shown on each lot or in a separate table included on the document. 3. The names of all roads or streets in the plat must be printed thereon(11-3-4A-10). 4. Based on the configuration of lot 83, staff has concerns over the lot line labels and subsequent setback requirements. Please let me know if you have any questions or require additional information. rsh/abk CC: William Dettmer, CBO Joe Wywrot, PE SebeccaWorkville\Residential Plan Review\Kondallwood Estates Revised Final Plat.clee cC, 9, 6 .--(-$2`3 ' *- fr United City of Yorkville Memo o t 800 Game Farm Road ESTM./ g:, 1836 Yorkville, Illinois 60560 Telephone: 630-553-8545 0 '11 p Fax: 630-553-3436 1.4 4LE 0" Date: August 2, 2006 To: Lynsey Kawski From: Laura Haake CC: Travis Miller, Joe Wywrot,Anna Kurtzman, John Whitehouse Subject: Kendallwood Estates Final Landscape Plan Review After reviewing the Final Landscape Plan for Kendallwood Estates dated June 5,2006 with revisions made July 24,2006,by SEC Planning Consultants,I have prepared the following comments: Final Landscape Plan Detention basins: 1. The retaining wall cross-section shows a sidewalk with a 10%-12%slope down to the top of a retaining wall that is approximately six feet high.Landscaping has been added to create a natural buffer,but due to the slopes indicated by the cross-section, additional protection should be added. Please submit a revised plan showing additional safety precautions. Tree preservation: 2. A detail showing tree protection for preservation should be included. This should include the fencing detail,posts, a typical cross-section and section view of the location of fence/posts in regards to the tree base or dripline. Replacement trees: 3. The replacement tree quantity has been fulfilled. Due to the quantity of replacement trees, please add notes referencing the Landscape Ordinance stating that the developer is responsible for replacing all trees that die over a two year period from the date of installation. Final Plat 4. The non-exclusive easement as shown on the final landscape plan should be delineated, hatched, and labeled on the final plat as a conservation easement or"woodland restoration area."Homeowners should be aware when purchasing the lots that the conservation easement gives the city the right,but not the obligation,to maintain the conservation easement areas and appurtenances. 1 1217 Game Farm Road Yorkville, IL 60560 June 27,2006 United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Attention: Building and Zoning Department Plan Council & Plan Commission City Council & Park Board Economic Development Committee Committee of the Whole Dear Department and Committee Members: Enclosed please find our completed Application & Petition for Zoning of property located at 101 E. Center Street in Yorkville. We are requesting a change from the current R-2 Residence District zoning to B-2 General Business zoning. Many of you may be aware that we also own the parcel of property just south of this location at 308 North Bridge Street. Several years ago, we purchased that property, successfully petitioned for B-2 zoning,and upgraded the residence on site to meet the needs of our family business,Accessible Living, Ltd. As a result of the excellent location and strong community support, we have enjoyed great success at this location. We are currently requesting rezoning at 101 Center Street. When we purchased this property several years ago,our intention was to petition for B-2 zoning and rent the building to an interested business. As it turns out, our oldest daughter, Leslie, a recent college graduate, is interested in developing her own boutique business and would like to utilize this space. We are pleased with Leslie's entrepreneurial ambitions and are also proud to mention that she will be a third generation small business owner in Yorkville. It has been our family's ongoing tradition to contribute to this community in an active and positive way and we wish her much success in this new endeavor. We thank you in advance for your support and cooperation as we begin the first "leg"of this journey—the rezoning process. In addition to the required application, legal description, and site plan, please find several sheets of information to help describe and clarify our intentions for the improvement of this property. A separate landscape plan is included for easier reading, as well as a list of general modifications /upgrades which we intend to complete. We have also included a brief description of Leslie's proposed business and a concept"sketch" of the building to help visualize some of the landscaping, structural, and cosmetic changes that are planned. We hope you find this additional information helpful and informative. Best Regards, C Dr. ary Kritzberg and Susan Kritzberg G & S HOLDINGS, LLC Encl. UNITED CITY OF YORKVILLE 800 Game Farm Road Yorkville,IL 60560 630/553-4350 PC# APPLICATION & PETITION ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST Development Name: Date of Submission: June 26, 2006 Requesting: [] Annexation 14 Zoning [] Planned Unit Development [] Special Use: 1. Name of Petitioner(s): Susan Kritzberg and Gary Kritzberg Address: 1217 Game Farm Road, Yorkville, IL 60560 Phone Number: (630)553-7773 Fax Number: (630)553-1942 Relationship of Petitioner(s)to subject property: Owner [] Developer [] Contract Purchaser 2. Name of holder of legal title, if different from#1: G & S Holdings, LLC If legal title is held in a Land Trust, list the names of all holders of any beneficial interest therein: N/A 3. a). (i). Street address and physical location of subject property: - 101 E. Center Street, Yorkville, IL 60560 (ii). Zoning of surrounding parcels: North: R-2 Two Family Residence District (part purchased by State for demolition) South: B-2 General Business District East: R-2 Two Family Residence District West: R-2 Two Family Residence District b). Legal description of property; attach as Exhibit"A". c). Total Acreage: .2938 acres (160 x 80 Feet) Page 1 of 5 United City of Yorkville Annexation,PUD,Zoning.Spcial Use Application Revised: 2/25/04 ply 3. (can't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 02-33-102-001 e). Current Zoning Classification: R-2 Two Family Residence District f). Zoning Classification Requested: B-2 General Business District g). Is this property within City limits? X Yes No, requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law: IDOT has recieved notification and Site Plan on 6-5-06 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? No If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney Daniel J . Kramer Attorney: Name: Daniel J. Kramer Address: 1107A S. Bridge Street, Yorkville, IL 60560 Phone Number: (630)553-9500 Fax Number: (630)553-5764 Surveyor Engineer: Name: SSA Surveying Address: PO Box 114, Yorkville, IL 60560 Phone Number: (630)553-9999 Fax Number: (630)553-9998 Land Planner: Name: N/A Address: Phone Number: Fax Number: Page 2 of 5 United City of Yorkville Anne yation,PUD,Zoning,Special Use Application Revised 2/25!04 10. Submit the following to the Deputy Clerk in order to be scheduled for the necessary committee meetings. An incomplete submittal could delay the scheduling of your project. a. Original application with legal description plus 40 copies. b. Appropriate filing fee (Please refer to page 4 of this application to "Petitioner Route, Step 1, Fees" and/or contact the Deputy Clerk for verification of this amount). c. Concept or Preliminary Site Plan: 40 sets folded to fit in a 10"x 13"envelope In witness whereof the following petitioner(s) have submitted this application under oath and verify that to the best of their knowledge its contents are true and correct and swear that the property to be annexed is contiguous to the United City of Yorkville. Date: „ i4`(.2",G, ,;,)k`-' Petitoner(s) Signature: (All legal property owners signatures t appear on this ap Iication.) k P / $ Subscribed and sworn to before me this ` r day of 411,`1 (3 , 200(1-° . v Ai Notary Seal "C t - F ; 4 THISAPPLICATION MUST BE NOTARIZED. NOT.QRy DI r \rvlSONI U`� �' MY Cavo,, f =LINO'S d,'d,, '2,';'-''' \/' :' 7 .. ).` 1'.'/'''''''' 1�} J �i Page 3 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 ANNEXATION, PLANNED UNIT DEVELOPMENT, ZONING OR SPECIAL USE REQUEST PETITIONER ROUTE Step l: Petitioner must submit a completed application, fees* and all pertinent materials to the Deputy Clerk a minimum of 45 days prior to the targeted Plan Commission meeting. Petitioner is responsible for making submittals to other review agencies such as Kendall County, Illinois Department of Transportation, Illinois Department of Natural Resources,U.S. Army Corps of Engineers, etc.,to allow timely review by City. *Fees: a. Annexation or Annexation and Rezoning - $250 plus $10 per acre for each acre over 5 acres b. Rezoning only - $200 plus $10 per acre for each acre over 5 acres c. Special Use - $250 plus $10 per acre for each acre over 5 acres d. Engineering Review Fees - 1.25% of the approved engineer's estimate of cost of all land improvements, to be determined by City Engineer. e. Planned Unit Development fee - $500 f. Engineering Review Deposit- up to 1 acre= $1,000; over 1 acre but not over 10 = $2,500 over 10 acres, but not over 40= $5,000 over 40 acres,but not over 100 = $10,000 over 100 acres= $20,000 g. Deposit for Outside Consultants - under 2 acres = $1,000 2 to 10 acres = $2,500 over 10 acres = $5,000 Note: Owner/Developer will be responsible for payment of recording fees and costs, public hearing costs including a written transcription of public hearing and outside consultant costs (i.e. legal review, land planner, zoning coordinator, environmental, etc.). Should Owner/Developer not pay these fees directly, they will be responsible for reimbursing the United City of Yorkville for the aforementioned fees and costs. Note: You must present your plan at each of the meetings below as indicated. Step 2: Plan Council: The Planning Council meets the 2"d and 4th Thursday of the month at 9:30 a.m. in the City Administration Office. Upon recommendation by the Plan Council, you will move forward to the Plan Commission Meeting. Attendees to this meeting include: City Administrator, City Land Planner, Sanitary District Director, City Engineer, Building Department Official, Emergency Medical Rep, Public Works Director, Executive Director of Parks and Recreation, Fire Department Rep, and Police Chief. Step 3: Park Board Planning Meeting: The Park Board makes recommendations on any Park Sites included in residential developments. The Park Board Planning Meeting is the fourth Monday of each month at 7:00 p.m. at the Riverfront Building, 301 E. Hydraulic Street. Page 4 of 5 United Cityof Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 Step 4: Plan Commission: The Plan Commission meets the second Wednesday of each month at 7:00 p.m. in the Council Chambers at City Hall. The Plan Commission will make a recommendation for the City Council's consideration. The Plan Commission consists of 10 members appointed by the Mayor,the City Attorney and City Land Planner. A Public Hearing will be held at this time for the Annexation Agreement and/or Rezoning request or Special Use request. Notice will be given by publication by the United City of Yorkville in the Kendall County Record and certified mail by the Petitioner to adjacent property owners within 500 feet of the subject property no less than fifteen days and no more than 30 days prior to the public hearing date. A certified affidavit must be filed by the petitioner with the City Clerk's office containing the names, addresses and permanent parcel numbers of all parties that were notified. Step 5: Economic Development Committee: The Economic Development Committee meets the third Thursday of each month at 7:00 p.m. in the City Hall Conference Room. All projects (regardless of a positive or negative EDC recommendation) proceed to the Committee of the Whole for discussion. The Economic Development Committee consists of three (plus one alternate) City Council members. Step 6: Committee of the Whole: The Committee of the Whole meets the first and third Tuesdays of the month at 7:00 p.m. in the Conference Room at City Hall. The project will be discussed in an informal atmosphere at the Committee of the Whole where no formal voting takes place. This session is to discuss and consider recommendations of prior committee meetings. Step 7: City Council: The City Council meets the second and fourth Tuesdays of the month at 7:00 p.m. in the Council Chambers at City Hall. This is where all City Council voting takes place. A Public Hearing will be held at this time for the Annexation Agreement and/or Planned Unit Development Agreement. Notice will be given by publication by the United City of Yorkville in the Kendall County Record. A certified mailing to surrounding landowners is not required for this public hearing. Any annexation agreement, PUD agreement or development agreement must be signed by the Petitioner prior to being voted on by the City Council. Agreement: I understand and accept all requirements, fees as outlined as well as any incurred Administrative and Planning Consultant Fees which must be current before this project can proceed to the next scheduled committee meeting. Please sign and return this original (retaining a copy for your records) to the Deputy Clerk, United City of Yorkville, 800 Game Farm Road, Yorkville, Illinois 60560. Date: Signature of Petitioner Page 5 of 5 United City of Yorkville Annexation,PUD,Zoning,Special Use Application Revised: 2/25/04 3. (con't): d). Kendall County Parcel Number(s) of property for which PUD is sought: 02-33-102-001 e). Current Zoning Classification: R-2 Two Family Residence District f). Zoning Classification Requested: B-2 General Business District g). Is this property within City limits? X Yes No, requesting annexation 4. Names and addresses of any adjoining or contiguous landowners and landowners within 500' entitled to notice of petition under any applicable City ordinance or State Statute: Attach a separate list and label as Exhibit"B". 5. List all governmental entities or agencies required to receive notice under Illinois law: I DOT has recieved notification and Site Plan on 6-5-06 6. List the Illinois Business Tax Number(IBT#) for the State of Illinois and names of businesses located on subject property to be annexed: N/A 7. Does a flood plain exist on the subject property? No 8. Do Electors reside on the subject property? No If so, they must execute this petition to annex. (Electors as defined by Illinois Law is a resident of the parcel who is a registered voter. Legal owners of the annexing parcel must sign the petition regardless of place of residence or legal voting status.) 9. Contact Information: Name, address, phone number and fax number of person to whom inquiries regarding this petition may be directed: Attorney Daniel J. Kramer Attorney: Name: Daniel J . Kramer Address: 1107A S. Bridge Street, Yorkville, I L 60560 Phone Number: (630)553-9500 Fax Number: (630)553-5764 Surveyor Engineer: Name: SSA Surveying Address: PO Box 114, Yorkville, IL 60560 Phone Number: (630)553-9999 Fax Number: (630)553-9998 Land Planner: Name: N/A Address: Phone Number: Fax Number: Page 2 of 5 United City of Yorkville Anne xation,PUD,Zonina,Special Use Application Revised: 2/25/04 Exhibit "A" Legal Description of Property at 101 East Center Street, Yorkville, IL: LOT 5 IN BLOCK 13 OF THE ORIGINAL VILLAGE OF BRISTOL, IN THE UNITED CITY OF THE VILLAGE OF YORKVILLE, KENDALL COUNTY, ILLINOIS