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Plan Council Packet 2005 12-22-05 Z 0 o United City of Yorkville 4n„ "i" 800 Game Farm Road K1836esr 114 SR Yorkville, Illinois 60560 �� Telephone: 630-553-4350 I �r. , Fax: 630-553-7575 ELLE ‘‘'N PLAN COUNCIL AGENDA Thursday, December 22, 2005 9:30 a.m. CITY CONFERENCE ROOM 8:30 a.m. Staff Meeting 1. Minutes for Approval/Correction: December 1, 2005 2. 9:30 a.m. - PC 2005-34 Evergreen Farm Estates - Preliminary Plan 3. 10:30 a.m. - Grande Reserve Neighborhoods 1 - 5 - Preliminary Plan PC 2005-54 Grande Reserve Units 12 - Final Plat PC 2005-55 Grande Reserve Units 13 - Final Plat 11:30 a.m. Staff Meeting regarding McKinnon Property, Shepherd Group Property and Jacksam Estates (Galena & Cannonball) with Attorney Dan Kramer [To riT Plan Council r L L Li U December 1,2005 Attendees: John Crois, Interim Administrator Joe Wywrot, City Engineer Anna Kurtzman, Zoning official Sgt. Ron Diederich, Yorkville Police Dept. Eric Dhuse, Dir. of Public Works Bill Dunn, EEI John Whitehouse, EEI Guests: John Pavill, Pasquinelli Dwight Trostle, Cowhey, Gundmundson, Leder Rick Murphy, Pasquinelli Joe Wywrot called the meeting to order at 9:40 am. The Nov. 17 minutes were approved with changes. Grande Reserve Unit 12—Preliminary/Final Plat Mike Schoppe's comments suggest adding steps along sidewalks leading from Beresford Drive, to minimize the slopes. Shade trees along Mill Rd. need to be consistent with exhibit D1 of the annexation agreement. Anna Kurtzman stated that architectural design standards need to be included for the plan commission packets. Also the roof bump outs toward Beresford Drive are exceptions to the blanket easement and cannot violate the building setback line. Bill Dunn stated all special storm structure details should be revised to agree with the grading plans and storm water drainage report (#43). In addition, storm water easement documents need to be prepared and a dedication plat for realigned Mill Road needs to be recorded before the plat is recorded (#49). Lot 3026 should be covered with a storm water management easement (#52). The southeast basin at Kennedy and Mill,per the annexation agreement, is named as a naturalized basin. Potentially it may be used as a soccer field, the channel moved to the south, and the north end designated as a field. Mr. Trostle will check on the status with Pasquinelli Homes and put together a naturalization plan for the area. The commercial area triangle north of new Mill and south of old Mill Rd. is not included in the tributary area to the basin. This was in the original storm water management of Grande Reserve, but no longer is a part of Grande Reserve. It outfalls to Kennedy Road, flowing to the north. Water main sizing in neighborhood 3 will be 8", stubbed out as 12" and then reduced. Grande Reserve Unit 13—Preliminary/Final Plat Mike Schoppe's comments state that ownership of lot 3028 ( as detention facility, per the developer) should be noted. The developer will check with Scott Sleezer to determine a harder maple. Anna Kurtzman stated the architectural design standards should be included for the plan commission packets, and will need time allowed to review. Bill Dunn stated basin and outlet sewer easements, along Mill Street, are needed. Pioneer Pass will be changed to Tuscany, because the street connects to Oswego. The city's intent is to approve the preliminary plan with the first unit of this area,then preliminary plan approval prior to each final plat (two motions before plan commission) is not necessary. At this time all street names need approval on the overall preliminary area, north of the tracks. There will be no homes with Mill Street addresses in this development. Sgt. Diederich stated the police department will need to be vigilant so there is no confusion between calls made to Mill Road and Mill Street. This is scheduled for Plan Council on Dec. 22. Minutes submitted by Annette Williams 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc- December 16, 2005 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Evergreen Farm, Preliminary Plan and Plat Review, United City of Yorkville, Kendall County, Illinois Dear Mr. Wywrot: 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 have reviewed the revised Preliminary Plan and Preliminary Plat for the referenced Evergreen Farm Subdivision consisting of the following materials received to date: • Preliminary Plan Application and Petition by Tanglewood Development Corporation, dated July 1, 2005. • A plan set, titled Evergreen Farm, prepared by Craig R. Knoche & Associates Civil Engineers, P.C., with latest revision date of October 11, 2005, consisting of the following: o Title and Index Sheet o Existing Conditions Exhibit o Preliminary Site Plan o Preliminary Grading Plan o Preliminary Utility Plan Consulting Engineers Specializing in Civil Engineering and Land Surveying o Landscape Plan • Preliminary Plat of Subdivision (Dated: 12/06/05) • Landscape Plan, prepared by Craig R. Knoche & Associates Civil Engineers, P.C., with latest revision date of 10/10/05. • An undated Preliminary Stormwater Report, prepared by Craig R. Knoche & Associates Civil Engineers, P.C. We offer the following comments: General 1. No part of the proposed development is located within a Special Flood Hazard Area as identified by FEMA based on Flood Insurance Rate Map (FIRM) 170341 0075 C, dated July 19, 1982. 2. Permits or Sign-offs will be required from the following agencies: a. (IDNR) Consultation Agency Action Report regarding endangered - threatened species or natural areas. b. (IHPA) Division of Preservation Services regarding Historic and Archaeological Resources. c. Yorkville-Bristol Sanitary District regarding Sanitary Sewer Facilities. d. (IEPA) Division of Water Pollution Control regarding Sanitary Sewer Facilities. e. (TEPA) Division of Public Water Supplies regarding water supply and distribution. f. (IEPA) Division of Water Pollution Control regarding a Notice of Intent (NOI) General permit to discharge storm water. g. Kendall County Highway Department regarding points of access to Fox Road. We recommend that items a, b and g be received prior to Preliminary Plan approval. Items c, d, e &f will be required prior to the start of construction activities. 3. A Natural Resource Information Report should be applied for and prepared by the Kendall County Soil and Water Conservation District and submitted for review. G:1Public\Yorkville\20041Y00411 Evergreen Farm Estatesldocs\lwywrotPrelimPlan03.doc 4. Preliminary comments from Fran Klaas, P.E., Kendall County Engineer should be solicited and submitted to the City when received. 5. A wetland delineation and report should be submitted and reviewed by the City's wetland consultant prior to Preliminary Plan approval. 6. A Preliminary Soils Report should be submitted showing the nature of the on site soils and noting any limitations to road construction and dwellings with basements. If the stormwater management facilities are to hold water, the soils report should specifically address the capability of the soils to do so. Preliminary Engineering Plans 7. The title of the current set of plans being reviewed should be identified as "Preliminary Plan". 8. Most of the following comments are repeated from our review letter of November 9, 2005 since very few have yet been addressed. 9. Any culverts or bridge openings under the railroad to which the existing field tiles discharge should be shown on the Existing Conditions sheet (C0.2) 10.The existing conditions contour lines shown on sheet C0.2 are not sufficiently visible for review purposes and should be darkened. 11.Sheet C1.1 should be labeled as a Preliminary Site Plan 12. Typical Cross Sections should be provided for each classification of roadway being constructed. Each section should include right-of-way and roadway dimensions, pavement composition, sidewalk, pathways and utilities. Cul-de-sac right-of-way and pavement dimensions should be shown. 13.The grading plans and utility plans indicate storm sewers discharging directly to the wetlands along Pavillion Road. Direct discharge is not permitted. Methods for discharging storm water to wetland areas must be reviewed and approved by the City's wetland consultant. 14.Existing contours should be shown on the Utility Plan. 15.Proposed Contours should be labeled on all stormwater management basins. Proposed contours should be shown on the grading plans. G:\Public\Yorkville12004\Y00411 Evergreen Farm Estates1docs\lwywrotPrelimPlan03.doc 16.The requirement for total easement widths of 20 feet (10 feet on each lot) should be noted in the plans as well as on the plat where City utilities run along side lot lines. 17.Our Southwest Area Water Study will provide the required locations and sizing of water mains in this area. Final sizing of internal mains other than those addressed in the study will be determined following an update of the City water model based on all proposed area developments. 18.The funding and timing of the construction of the required off-site water mains which will serve this development will need to be established prior to approval of the Annexation Agreement. 19.Sanitary sewers generally appear to be too shallow and should be coordinated and verified with the latest design of the proposed YBSD sanitary interceptor. 20.Funding and timing of the construction of the required off-site interceptor sanitary sewer which will serve this development will need to be established prior to approval of the Annexation Agreement. 21.It is our opinion that the westerly extension of Greenbriar Road to Evergreen Farm, and ultimately to Pavillion Road and possibly beyond, should be accomplished prior to any development in this area to handle all construction traffic and to minimize all future impacts to existing Fox Road. 22.It is anticipated that the reconstruction of Pavillion Road will be a joint effort of the developments on each side of the road. The respective developers should discuss and resolve the details of this project, including the imbalanced dedication of right-of-way, prior to Preliminary Plan approval and annexation. Pavillion Road reconstruction should be included in the Preliminary Plan submittal. Stormwater Management Review 23. Based on cursory review of the USGS quadrangle maps for the area, a potentially significant area appears to be tributary to the development site. Offsite tributary area should be delineated and factored into the design. Offsite flows should be routed around the site or accounted for in the design of the interior conveyance system; and ultimately the out fall structure. 24.The Fox Road Area Stormwater Management Study should be completed prior to City approval of the Preliminary Plan. Issues addressed in Comment # 23 will be dealt with in said study. G.\Public\Yorkville\2004\Y00411 Evergreen Farm Estates\docs\IwywrotPrelimPlan03.doc 25.The interconnectivity of the proposed ponds should be incorporated into the proposed conditions modeling. The tailwater elevation of downstream ponds should be taken into account. The discharge from upstream ponds should also be taken into account. 26.An outfall pipe is shown discharging west from basin B on the plans; however, this discharge is not included in the supporting calculations. 27.The channel /wetland area into which the proposed ponds outfall appears to have significant tributary area. As such, a conservative tailwater assumption should be used in the design of the ponds to account for the expected reduced discharge capacity of the outfall structure. Additional storage volume should be provided, as necessary. 28.The placement of trees within or on the banks of the proposed detention ponds, as shown in the landscaping plan, should be avoided. 29.The detention pond outlet designs have only addressed the 10-year and 100-year peak storm discharges. The United City of Yorkville also requires the design to consider the 2-year peak storm discharge. Additionally, the maximum bounce for the 10-year storm event shall be 2 feet. 30.The stormwater storage areas must include an emergency overflow weir a minimum of six inches (6") above the calculated 100-year design high water level. The weir should provide capacity for the greater of either 1.0 cfs/acre of tributary area or the calculated peak discharge into the basin from the 100-year critical duration storm event(including off-site tributary area). 31.Emergency overland flow routing paths should be indicated on the plans. Design calculations should be provided to demonstrate the capacity of the system to convey storms in excess of the 10 year design storm. All buildings shall have a lowest water entry a minimum of 18 inches (18") above the elevations determined for the bypass scenario. 32.The City's wetland consultant should verify the following items: a) The wetland delineation has been completed in accordance with the ordinance. b) An appropriate buffer distance has been provided between the wetland areas and the development. G:\Pubiic\Yorkville120041Y00411 Evergreen Farm Estates1docs\JwywrotPrelimPlan03.doc Preliminary Plat 33.The "Plat of Subdivision — Evergreen Farm" should be titled as a "Preliminary Plat". 34.The easement and building setback detail needs to be revised to state, 1) the side yard on each side of lot not to be less than ten (10) feet, or ten percent (10%) of the lot width, whichever is greater, except when a side yard adjoins a street, in which case the minimum shall be thirty (30) feet, and 2) The rear yard set back should be shown as forty (40) feet. A note should be added to the Plat which states 'Where City Storm Sewers, Sanitary Sewers or Water Mains are run along side lot lines, a minimum 20 foot wide (10 feet each side) Utility and Drainage Easement shall be provided." Also, the rear easement should be 10 feet in width. 35.A note should be added stating future ownership, usage and maintenance responsibility for lots 31, 32, 33, and 81. 36.25 foot right of way radii should be provided at all street intersection, including those with Pavillion Road and Fox Road. 37.The recommended geometry for the Pavillion Road right of way has not been provided as requested. The engineer should refer to the exhibit attached in our review letter dated November 9, 2005. 38.Bearing needs to be added to the easterly line of lot 31, relating to the distance, deed 305.69 feet and measured 340.28 feet. 39. 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. 40. The requested conceptual layout of the property easterly of and adjoining this proposed subdivision is logical and supports the proposed land plan and street stubs. Conclusion 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. G:1Public\Yorkville\2004\Y00411 Evergreen Farm Estates\docs\lwywrotPrelimPlan03.doc Sincerely, ENGINEERING ENTERPRISES, NC. / / 4 John T. Whitehouse, P.E., P.L.S. Senior Project Manager pc: Liz D'Anna, Administrative Assistant Tanglewood Development Corporation Craig R. Knoche &Assoc., P.C. WED/JWF, EEI G:\Public\Yorkville120041YO0411 Evergreen Farm Estates\docs\lwywrotPrelimPlan03.doc Dec . 15 . 2005 11 : 06AM No . 0125 P . 2/3 \...) • 1 Schoppe Design Associates, Irtc. Landscape Architecture and Land Planning 126 S. Main St. Ph. (630) 551-3355 Oswego, IL 60543 Fax(830) 551-3639 December 15, 2005 MEMORANDUM To: Mayor Art Prochaska From: Mike Schoppe - Schoppe Design,Associates, Inc. Re: Evergreen Farm We have reviewed the Plat of Subdivision dated 12/6/05, the Engineering Plans dated 10/11/05 and the Landscape Plan dated 10/10/2005, all prepared by Craig R. Knoche& Associates and provide the following comments: Plat of Subdivision 1. This document should be titled Preliminary Plat. 2. The following information should be added to the plat: a. Name and address of owner b. Location of contiguous properties c. Zoning of contiguous properties d. Land use of contiguous properties 3. The frontyard setback should be added to the plat. I expect the frontyard setback for the cul-de-sac lots will need to be greater than 30' in order to meet the 72' minimum lot width requirement. 4. Due to the relatively small amount of R.O.W. frontage for lots 63 through 67, Sanchez Lane should be extended approximately 30' further north. This will allow between 10' and 20' of additional frontage onto Sanchez Lane, which should be helpful for placement of driveways,mailboxes and snow piles. 5. The addition of the second road stub to the east property line will provide good access to the property to the east, even without an additional curb cut to Fox Road. 6. Identify the use and ultimate ownership of lots 31, 32, 33 and 59. • Pigs J a 2 Dec . 15 . 2005 11 :06AM No . 0125 P . 3/3 7. Identify the proposed R.O.W. dedications on Fox Road and Pavilion Road. Engineering Plans 1. Because Fox Road has been identified as a"Secondary Gateway", and because there is excess volume in the stormwater basins, the berming of the basins should be pulled back further from Fox Road. Landscape Plan 1. The plantings proposed comply with the City's landscape ordinance. However, the proposed plantings in the buffer consist primarily of turf and informal clusters of ornamental shade and evergreen trees. This design would create an attractive landscape, however, it would not be any different than other nice looking landscapes throughout the City. One of the objectives of the City Council is that developments south of the river look somewhat different than other developments. One of the important objectives of the Comprehensive Plan design guidelines is that the landscaping in the City's"Gateways", of which Fox Road is one of,be used to create "the natural feel of the rural landscape" and"to enhance the rural identity". We recommend that the design style for the buffer landscape be revised to more directly accomplish these goals. Elements such as fencing, wood lots, naturalized turf, prairie or wind breaks might be considered as potential rural landscape elements. If you have any questions,please call. CC: Liz D'Anna, Administrative Assistant Joe Wywrot, City Engineer John Wyeth, City Attorney Anna Kurtman, Zoning Administrator John Whitehouse, EEl Page 202 52 Wheeler Road • Sugar Grove, IL 60554 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. December 15, 2005 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Grande Reserve North, Neighborhoods 1 through 5 Preliminary Engineering Plan United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the Preliminary Engineering Plans for the above-referenced Neighborhoods prepared by Cowhey Gudmundson Leder, Ltd., dated of September 7, 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: Preliminary Engineering Plan 1. Though the City ordinance calls for the extension of utilities to the limits of the development, this development having different jurisdictions on two sides minimizes the extension of utilities to the north and east. We recommend, however, that 8-inch water mains be stubbed westerly towards Storybook Highlands Subdivision at Kellogg Court and at the northwest corner of Neighborhood 2 for future extension to the west. G:\Public\Yorkville12005\Y00527 Pasquinelli Homes-Grande Reserve\docawywrot Prelim Eng NithruN501.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying 2. At the proposed realignment of Mill Road & Kennedy, an 8-inch water main should be stubbed out to the northeast corner of the intersection terminating with an 8-inch valve and a temporary fire hydrant. 3. In Neighborhood 5, consideration should be given to running the sanitary sewers down the driveways and leaving the water mains in the turf areas buildings. We also recommend looping the mains rather than the installation of flushing hydrants. We understand that this item has been discussed previously. If the cost difference is not significant, we feel that our proposed scenario is superior from a maintenance viewpoint. The utility"clutter='would also be reduced. 4. The typical cross sections, cul-de-sac geometry and public sidewalk widths are consistent with the annexation agreement between MPI and the United City of Yorkville. Based on the above and pending the revisions needed to provide for future water main extensions, we recommend approval of the Preliminary Engineering Plan. If you have any questions or comments regarding this review, or require any additional information, please contact our office. Sincerely, ENGINEERING ENTERPRISES, INC. 06G,ttA,v‘-- William E. Dunn, P.E. Senior Project Manager WED/wed pc: Liz D'Anna, Administrative Assistant Rick Murphy, Pasquinelli Homes, L.L.C. Jim Wallin, Pasquinelli Homes, L.L.C. Dwight A. Trostle, CGL, Ltd. JWF, JTW- EEI G:\Public\Yorkville\2005\YO0527 Pasquinelli Homes-Grande Reserve\docs\Iwywrot Prelim Eng NithruN501.doc Dec . 6. 2005 1 : 04PM No: 0147 P. 2/2 Sckoppe Desi Associates, Inc. Landscape Architecture and Land Planning 126 S. Main St Ph. (630) 551.3355 Oswego, IL 60543 Fax (630) 5513639 December 15, 2005 MEMORANDUM To: Joe Wywrot—City Engineer From: Mike Schoppe- Schoppe Design Associates, Inc. Re: Grand Reserve, Neighborhoods 1 - 5 We have reviewed the Preliminary Engineering Plans dated 9/7/05 and provide the following comments: Preliminary Engineering Plans 1. The road,building and lot layout appear to be generally in compliance with the annexation agreement. 2. In order to provide additional comments on the preliminary engineering, we would need to have the preliminary grading and contouring added to the plans. We would also need a preliminary plan illustrating setbacks, R.O.W., widths, lot size, etc.,before we can comment on the preliminary engineering. We would provide additional comments as information is provided to us. CC: Mayor Art Prochaska Liz D'Arma, Administrative Assistant John Whitehouse, EEI Bill Dettmer Pm.1of1 52 Wheeler Road • Sugar Grove, IL 60554 r41 TEL: 630/466-9350 FAX: 630/466-9380 www.eeiweb.com Engineering Enterprises, Inc. December 15, 2005 Mr. Joseph A. Wywrot, P.E. City Engineer United City of Yorkville 800 Game Farm Road Yorkville, IL 60560 Re: Engineering Improvement Plans for Grande Reserve Neighborhood 3& 5 Model Areas(Final Engineering) Final Plats—Grande Reserve Units 12& 13 United City of Yorkville, Kendall County, Illinois. Dear Mr. Wywrot: We have reviewed the Engineering Improvement Plans for Grande Reserve Neighborhood 3 & 5 Models Areas prepared by Cowhey Gudmundson Leder, Ltd. Containing 30 sheets with a revision date of November 30, 2005. Also included was a Storm Drainage Analysis for Neighborhood 5 prepared by Cowhey Gudmundson Leder, Ltd. dated November 15, 2005. Revised Final Plats for Grande Reserve Units 12 an 13, dated November 28, 2005, a Plat of Dedication for Mill Road and Kennedy Road and a Plat of Temporary Easement for Stormwater Facilities all prepared by Midwest Technical Consultants, Inc. where also reviewed. In general, the Final Plat and Improvement Plans are clear and well presented. 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. Our review comments are as follows: G:1Public\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\Iwywrot02GRUNITI2_021.doc Consulting Engineers Specializing in Civil Engineering and Land Surveying Engineering Improvement Plans 1. Plans should be signed, sealed and certified by an Illinois Registered Professional Engineer prior to final approval. 2. Riprap should be shown at all flared-end sections. Please add riprap to the flared end section at the south end of Basin 8N. 3. On Sheet 8 and any other plans sheets or documents bearing the street name "Pioneer Pass", the street name should be changed to Tuscany Trail. 4. On Sheet 15, the public sidewalk tee at the southeast corner of Big Rock Blvd. And Beresford Drive has not yet been added as indicated. 5. There is a discrepancy regarding the rim elevation of Storm Structure No. 1 between Sheet 17 and Sheet 24. Grading plan shows rim elevation 648.0 while the detail indicates 647.0. Please make necessary correction. 6. Structure information for the storm sewers associated with the stormwater management system is difficult to retrieve. Some data requires the individual to refer to the Mass Grading set of plans for information. All storm sewer data should be presented in this set of plans. 7. Plan and profile sheets do not show trench backfill at sidewalk and driveway crossings. Please indicate the need for trench backfill by symbol or by general note. 8. On Sheet No. 19 the slope between ST MH 3-33 and FES 2-32 should be labeled as 0.47%, not 0.40%. 9. Special Storm Structure No. 26 is has a detail but is not shown in the plans. 10.On Sheet No. 20, please show services for Lots 1,2 and 8. 11.On Sheet No. 20, the rerouting of the water main in Haverhill Court has created a new conflict point between the storm sewer and water main between lots 4 and 5. The water main will need to be lowered in this area. Please indicate the conflict and resolution on the plans. 12.On Sheet No. 24 the invert elevation for the outlets of Detention Basins 8N and 8S should be shown. 13.In Neighborhood 5 consideration should be given to running the sanitary sewer in the driveways and looping water in the turf areas. We believe this to be more efficient with less sanitary service and elimination of flushing hydrants. Is there any possibility of reducing the number of services to the multi-family units? Could the mains on Kennedy and Mill be better utilized for services? G:\Public\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\iwywrotO2GRUNITI2_021.doc Final Plats 14.The"Pedestrian and Bike Trail Easement Provisions" should be reintroduced into both plats. Previous direction to delete was in error. 15.0n Unit 13 the street name "Pioneer Pass" should be changed to "Tuscany Trail". 16.On Unit 12, please add a note that"A public utility& drainage easement is hereby granted over all of Lot 3026". Letter of Credit 17.The Engineers Opinions of Probable Cost prepared by Cowhey Gudmundson Leder, Ltd. for the Neighborhood 3 & 5 Model Areas and Mass Grading, dated 9/12/05 and 9/14/05, fairly represent the value of the work proposed plus 10%. The total amount is estimated at $ 1,797,696.24. Contingent on the completion of the above listed revisions and receipt of a letter of credit in the amount stated above or greater, we recommend the approval of the Final Engineering Plans for the Grande Reserve Neighborhood 3 & 5 Model Areas and the Final Plats for Grande Reserve Units 12 & 13. Sincerely, ENGINEERING ENTERPRISES, INC. L�� `• e William E. Dunn, P.E. Senior Project Manager WED/wed pc: Liz D'Anna, Administrative Assistant Rick Murphy, Pasquinelli Homes, LL.C. Jim Wallin, Pasquinelli Homes, L.L.C. Dwight A. Trostle, CGL, Ltd. JWF, JTW- EEI G:\Public\Yorkville\2005\Y00527 Pasquinelli Homes-Grande Reserve\docs\IwywrotO2GRUNITI2_021.doc ,����® /r o United City of Yorkville Memo 1" 800 Game Farm Road EST. 1836 Yorkville, Illinois 60560 ��— Telephone: 630-553-4350 0 LI Fax: 630-553-7575 kLEkv%' Date: December 19, 2005 To: Plan Council From: Liz D'Anna, Administrative Assistant RE: PC 2005-54 & 2005-55 Grande Reserve Units 12 & 13 - Final Plats Please add the attached memo from Anna Kurtzman to your Plan Council packets. Thank you, ; United City of Yorkville r- c_- .ate tT County Seat of Kendall County Ji ' 800 Game Farm Road EST IN 1836 Yorkville, Illinois 60560 ,� Telephone: 630-553-4350 O l Fax: 630-553-7575 9 ,� Website: www.yorkville.il.us frktE XV‘' December 13, 2005 TO: Liz D'Anna FROM: William A. Dettmer, Code Official 1/1 Anna B. Kurtzman, Zoning Coordinatof SUBJECT: Architectural Review for Grande Reserve Units 12 & 13 Upon further review of the Grande Reserve Annexation Agreement and review of the architectural renderings for the units listed above staff notes the following: 1. The agreement states that development of the property will adhere to any city-wide architectural control ordinance in place at the time of the final platting for each phase. The City has a façade ordinance in place that is administered by the City's Code Official. 2. The agreement also states that architectural control standards for this project are to be reviewed by the city and approved prior to City Council approving the final plat of subdivision. As noted above, the Code Official, representing the City, is responsible for review of the architectural control standards. Based upon the above, it is our opinion that the architectural renderings do not have to be sent to the Plan Commission or the City Council for approval—that approval is conducted at the staff level as per any other subdivision within Yorkville. As a result, we request that that the architectural renderings submitted for Plan Council review (sent on December 9, 2005)be removed from the Plan Commission review process. For your information, the architectural renderings do not meet the current façade control ordinance. A separate report to the applicant will be made detailing deficiencies. A report will be given to you once the architectural control standards for this project has been approved by staff, at which time, assuming all other plat issues have been resolved, the final plats for these two units may be sent to the Council for approval. /abk c: R.Murphy,M.Schoppe,J.Whitehouse,J.Wyeth,J.Wywrot Filename: C:\Documents and Settings\Anna\My Documents\Grande Reserve\Unit 12&13\Architectural memo-12-13-05.doc `‘tiD CST o United City of Yorkville Memo a , ���s '`� 800 Game Farm Road esti4 ",F-s ,1836 Yorkville, Illinois 60560 �`~ Telephone: hone: 630-553-4350 0•$y �� j Fax: 630-553-7575 4L Date: December 20, 2005 To: Plan Council From: Liz D'Anna, Administrative Assistant cc: Mayor Prochaska Please add the attached information to your Plan Council packet for the December 22, 2005 meeting: 1. Mike Schoppe's review comments for Grande Reserve Units 12 and 13. Thank you, . Dec . 20. 2005 3: 49PM No , 0168 P , 2/2 Schoppe Desi.Associates, The. Landscape Architecture and Land Planning 126 S. Main St. Ph. (630) 551-3356 Oswego, IL 60543 Fax (630) 551-3639 December 20,2005 MEMORANDUM To: Joe Wywrot, City Engineer From: Mike Schoppe - Schoppe Design Associates, Inc. Re: Grand Reserve—Unit 12 and 13 (Neighborhoods 3 and 5) We have reviewed the Engineering Improvement Plans dated 11/30/05 prepared by Cowhey Gudmundson Leder, Ltd., and provide the following comments: Engineering Improvement Plans 1. All engineering issues have been satisfactorily addressed. If you have any questions, please call. CC: Mayor Art Prochaska John Crois, Interim City Administrator Liz D'Anna, Deputy Clerk John Whitehouse—EEl Bill Dettmer, Building Official